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2025-11-18; City Council; 05; Adoption of Plans, Specifications and Contract Documents, Authorization to Advertise for Bids for the Poinsettia Lane Sewer Improvements and Bressi Sewer Manhole Rehabili
CA Review TL Meeting Date: Nov. 18, 2025 To: Mayor and City Council From: Geoff Patnoe, City Manager Staff Contacts: Daniel Zimny, Utilities Senior Engineer daniel.zimny@carlsbadca.gov, 442-359-2233 Keri Martinez, Utilities Principal Engineer keri.martinez@carlsbadca.gov, 442-200-7376 Subject: Adoption of Plans, Specifications and Contract Documents, Authorization to Advertise for Bids for the Poinsettia Lane Sewer Improvements and Bressi Sewer Manhole Rehabilitation Projects, and Authorization of Additional Appropriation of Funds Districts: 2, 3 Recommended Action Adopt a resolution adopting the plans, specifications and contract documents, authorizing the City Clerk to advertise for bids for the Poinsettia Lane Sewer Improvements and Bressi Sewer Manhole Rehabilitation Projects, and authorizing additional appropriation of funds from the Sewer Replacement Fund to Capital Improvement Program Project No. 5548. Executive Summary Two sewer capital improvement projects, the Poinsettia Lane Sewer Improvements and the Bressi Sewer Manhole Rehabilitation Projects, will collectively replace a half mile of sewer main, rehabilitate 35 manhole structures and waterproof an underground metering vault at the Poinsettia Lift Station. The projects have been bundled for economy of scale, their common construction methods and proximity, and to increase the potential number of interested bidders. The estimated amount of the construction contract, including contingency funds, is $4,608,000. The City Council’s adoption of these plans and specifications is required under Carlsbad Municipal Code Section 3.28.080(E) because the expected value of the contract is greater than $220,000. The Poinsettia Lane Sewer Improvements Project is part of the Sewer Line Capacity Improvements Program, Capital Improvement Program Project No. 5548, while the Bressi Sewer Manhole Rehabilitation Project is part of the Sewer System Rehabilitation and Replacement Program. Both those programs are funded by the Sewer Replacement Fund. Fifteen percent of the cost for the Poinsettia project is to be reimbursed from the area’s sewer benefit area fund, as detailed below. Nov. 18, 2025 Item #5 Page 1 of 11 Docusign Envelope ID: 29AE5AA8-B8E7-44F0-8264-2C2C203E6B2E Based on an engineer’s estimate of $3.4 million for the Poinsettia Lane Sewer Improvements Project, the project requires an additional appropriation of $2,726,045 to fully fund the construction.1 Staff recommend that the City Council adopt the plans, specifications and contract documents, authorize the City Clerk to advertise and receive construction bids, and authorize the additional appropriation of $2,726,045 from the Sewer Replacement Fund to the Sewer Line Capacity Improvements Program, Capital Improvement Program Project No. 5548. Explanation & Analysis Poinsettia Lane project The Poinsettia Lane Sewer Improvements Project includes replacement of 2,560 feet of existing 12-inch diameter sewer pipe with 15-inch and 18-inch diameter pipe and rehabilitation of 10 sewer manhole structures along Poinsettia Lane between Alicante Road and El Fuerte Street, as shown in Exhibit 3. The project was originally identified in the 2019 Sewer Master Plan Update, which found several sewer segments on Poinsettia Lane in need of increased capacity to accommodate future planned developments. With the implementation of revised engineering standards and given the future housing needs detailed in the 2024 update of the Housing Element in the city’s General Plan and other anticipated future demands on the sewage system, the length of the project has been expanded to include all sewer mains in Poinsettia Lane from the Poinsettia Lift Station to 300 feet west of El Fuerte Street. The revised project scope was approved by the City Council on March 25, 2025. Staff informed the City Council at that time of the forthcoming request to appropriate additional funds to complete the construction of the revised project. An additional appropriation in the amount of $2,726,045 is required for the sewer work in Poinsettia Lane. Bressi Ranch project The Bressi Sewer Manhole Rehabilitation Project will rehabilitate 25 sewer manholes on El Fuerte Street between Poinsettia Lane and Gateway Road, and in the Bressi Ranch Village Center (Project No. 5503-26). The manholes are subject to a corrosive environment and require rehabilitation. An underground vault containing metering equipment at the Poinsettia Lift Station will also be waterproofed to stop groundwater from intruding into the vault.2 1 An engineer’s estimate is an opinion of a project’s probable construction cost given by an experienced and qualified professional engineer. Staff use them to obtain an estimate as close to the actual costs as possible. 2 A lift station raises wastewater from a lower elevation to a higher elevation so it can continue flowing by gravity through the sewer system. Nov. 18, 2025 Item #5 Page 2 of 11 Docusign Envelope ID: 29AE5AA8-B8E7-44F0-8264-2C2C203E6B2E Fiscal Analysis Poinsettia Lane project The Poinsettia Lane Sewer Improvements Project is a component of the Sewer Line Capacity Improvements Program, Capital Improvement Program Project No. 5548. The estimated cost of the Poinsettia Lane Sewer Improvements Project is $4,760,000, which includes the construction contract, contingency, construction management and inspection, material testing, and public outreach. This work is funded by the Sewer Replacement Fund and the available balance, estimated construction costs and additional appropriation needed to complete the work are presented in the table below: Sewer Line Capacity Improvement Program Capital Improvement Program Project No. 5548 Total appropriation to date $2,964,000 Total expenditures and encumbrances to date -$930,045 Total available balance $2,033,955 Poinsettia Lane Sewer Improvements Project Capital Improvement Program Project No. 5548-D Construction contract (engineer’s estimate) -$3,400,000 Construction contingency (estimated) -$680,000 Construction management, inspection and testing, public outreach, engineering and administration (estimated) -$680,000 Total estimated costs -$4,760,000 Remaining balance -$2,726,045 Additional appropriation needed $2,726,045 Sufficient funding is available in the Sewer Replacement Fund for the Poinsettia Lane Sewer Improvements Project, Project No. 5548-D. The project is eligible for funding from the city’s Sewer Benefit Area H, which includes the project site. That funding program collects fees from developers for the construction of sewer capacity improvements not funded by the city’s sewer connection fee program. Sewer Benefit Area H will contribute 15% of the project costs in keeping with the engineers report approved by the City Council on Oct. 28, 2025. Staff will return to the City Council to request the Area H fund to reimburse the Sewer Replacement Fund once the final construction costs have been accrued and adequate Sewer Benefit Area H fee revenues have been collected to contribute to the reimbursement. Nov. 18, 2025 Item #5 Page 3 of 11 Docusign Envelope ID: 29AE5AA8-B8E7-44F0-8264-2C2C203E6B2E Bressi Ranch project The Bressi Sewer Manhole Rehabilitation Project, Capital Improvement Program Project No. 5503-26, is a component of the Sewer System Rehabilitation and Replacement Program, Project No. 5503, which is funded by the Sewer Replacement Fund. The available funds and estimated construction costs are shown in the table below: Sewer System Rehabilitation and Replacement Program Capital Improvement Program Project No. 5503 Total appropriation to date $14,426,475 Total expenditures and encumbrances to date -$8,174,438 Total available balance $6,252,037 Bressi Sewer Manhole Rehabilitation Project Capital Improvement Program Project No. 5503-26 Construction contract (engineer’s estimate) -$440,000 Construction contingency (estimated) -$88,000 Construction management, inspection and testing, public outreach, engineering and administration (estimated) -$88,000 Total estimated construction costs -$616,000 Remaining balance $5,636,037 The total construction contract value, including contingency funds, is estimated to be $4,608,000. The City Council’s adoption of the plans and specifications is required under Carlsbad Municipal Code Section 3.28.080(E) when the expected contract value is greater than $220,000. The estimated total cost for both projects, including support costs, is $5,376,000. Next Steps With the City Council’s approval of the recommended action, the City Clerk will advertise a request for bids for the project. Staff will evaluate bids once received and identify the lowest responsive and responsible bidder. Staff will then return to the City Council with a recommendation to award a construction contract to the identified lowest responsive and responsible bidder, expected in early 2026. Several schools are in the vicinity of both projects. Construction activities will occur during the school year, but the contract requires most work activities along the immediate school frontages to be completed during the summer months. Environmental Evaluation Poinsettia Lane Sewer Improvements In accordance with the California Environmental Quality Act, or CEQA, procedures and CEQA Guidelines sections 15080 through 15097, a Program Environmental Impact Report (PEIR), State Clearinghouse No. 2012021006 (City Planning Case No. EIR 12-01), was certified as complete on Nov. 13, 2012 by the City Council for the Sewer Master Plan and Carlsbad Municipal Water District Water Master Plan and Recycled Water Master Plan Updates. A first addendum to the Final EIR 12-01 was prepared for the 2019 Master Plan Update and adopted on Sept. 17, 2019. Pursuant to CEQA Guidelines section 15168, the request to approve a change in the scope of Nov. 18, 2025 Item #5 Page 4 of 11 Docusign Envelope ID: 29AE5AA8-B8E7-44F0-8264-2C2C203E6B2E work for Capital Improvement Program Project No. 5548 is within the scope of the Project covered by a previously certified PEIR and no new environmental document is required. There is no public review period required. The effects of the Project were examined in the PEIR and Addendum and all feasible mitigation measures and alternatives developed in the PEIR are incorporated into the resolution approving the change in the scope of work for Capital Improvement Program Project No. 5548. Further, since no changes to the PEIR or Addendum are necessary to support the Project, the city is not required to prepare an Addendum or Supplemental EIR to the PEIR per State CEQA Guidelines section 15164. Therefore, the prior PEIR is sufficient to support the proposed action. No further analysis or environmental documentation is required. Bressi Sewer Manhole Rehabilitation The proposed action of rehabilitation of existing sewer manhole structures is categorically exempt from environmental review under CEQA Guidelines Section 15301 because it involves the maintenance, repair or minor alteration of existing facilities with negligible or no expansion of the existing or former use. No exceptions to the categorical exemption as set forth in CEQA Guidelines Section 15300.2 or Carlsbad Municipal Code Section 19.04.070(C) apply. Exhibits 1.City Council resolution 2.Plans, specifications and contract documents (on file in the Office of the City Clerk) 3.Location map Nov. 18, 2025 Item #5 Page 5 of 11 Docusign Envelope ID: 29AE5AA8-B8E7-44F0-8264-2C2C203E6B2E Exhibit 1 RESOLUTION NO. 2025-248 . A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA, ADOPTING THE PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS, AUTHORIZING THE CITY CLERK TO ADVERTISE FOR BIDS FOR THE POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION PROJECTS, AND AUTHORIZING ADDITIONAL APPROPRIATION OF FUNDS FROM THE SEWER REPLACEMENT FUND TO CAPITAL IMPROVEMENT PROGRAM PROJECT NO. 5548 WHEREAS, the City Council of the City of Carlsbad, California, has determined that it is necessary, desirable and in the public interest to construct the Poinsettia Lane Sewer Improvements Project, Capital Improvement Program, or CIP, Project No. 5548-D, and the Bressi Sewer Manhole Rehabilitation Project, CIP Project No. 5503-26, collectively, the Project; and WHEREAS, the sewer pipeline and manholes are owned and operated by the city and are vital components of the wastewater collection system; and WHEREAS, the 2019 Sewer Master Plan Update identified the extents of sewer mains for replacement to convey build-out condition sewer flows in accordance with the city’s engineering standards; and WHEREAS, on March 25, 2025, the City Council approved the amended project scope for CIP Project No. 5548-D and determined that the project was exempt from further environmental review pursuant to the California Environmental Quality Act, or CEQA, Guidelines Section 15168 with Resolution No. 2025-072; and WHEREAS, the combined estimated construction contract value, including contingency, for the Project is $4,608,000; and WHEREAS, the plans, specifications and contract documents for the Project have been prepared, are on file at the City Clerk’s office and are incorporated herein by reference; and WHEREAS, the City Council’s adoption of these plans and specifications is required under Carlsbad Municipal Code Section 3.28.080(E) because the estimated construction contract value exceeds $220,000; and WHEREAS, additional appropriation in the amount of $2,726,045 is required to complete the Poinsettia Lane Sewer Improvements portion of the Project, CIP Project No. 5548-D; and Nov. 18, 2025 Item #5 Page 6 of 11 Docusign Envelope ID: 29AE5AA8-B8E7-44F0-8264-2C2C203E6B2E WHEREAS, sufficient funds are available to complete the Bressi Sewer Manhole Rehabilitation portion of the Project in CIP Project No. 5503-26. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows: 1.That the above recitations are true and correct. 2.That the City Council has determined that in accordance with the California Environmental Quality Act, or CEQA, procedures and CEQA Guidelines sections 15080 through 15097, a Program Environmental Impact Report (PEIR), State Clearinghouse No. 2012021006 (City Planning Case No. EIR 12-01), was certified as complete on Nov. 13, 2012 by the City Council for the Sewer Master Plan and Carlsbad Municipal Water District Water Master Plan and Recycled Water Master Plan Updates (Resolution No. 2012-245). A first addendum to the Final EIR 12-01 was prepared for the 2019 Master Plan Update and adopted on Sept. 17, 2019, (Resolution No. 2019-183). Pursuant to CEQA Guidelines section 15168, the request to approve a change in the scope of work for CIP Project No. 5548 is within the scope of the Project covered by a previously certified PEIR and no new environmental document is required. There is no public review period required. The effects of the Project were examined in the PEIR and Addendum and all feasible mitigation measures and alternatives developed in the PEIR are incorporated into the resolution approving the change in the scope of work for CIP Project No. 5548. Further, since no changes to the PEIR or Addendum are necessary to support the Project, the city is not required to prepare an Addendum or Supplemental EIR to the PEIR per State CEQA Guidelines section 15164. Therefore, the prior PEIR is sufficient to support the proposed action. No further analysis or environmental documentation is required. 3.That the City Council has determined that the proposed action of rehabilitation of existing sewer manhole structures is categorically exempt from environmental review under CEQA Guidelines Section 15301 because it involves the maintenance, repair or minor alteration of existing facilities with negligible or no expansion of the existing or Nov. 18, 2025 Item #5 Page 7 of 11 Docusign Envelope ID: 29AE5AA8-B8E7-44F0-8264-2C2C203E6B2E former use. No exceptions to the categorical exemption as set forth in CEQA Guidelines Section 15300.2 or CMC Section 19.04.070(C) apply. 4.That the City Manager or designee is authorized to appropriate funds from the Sewer Replacement Fund in an amount of $2,726,045 to CIP Project No. 5548. 5.That the plans, specifications and contract documents for the Project are hereby adopted and on file in the Office of the City Clerk. 6.That the City Clerk is hereby authorized and directed to publish, in accordance with state law, a notice to contractors inviting bids for construction of the Project in accordance with the referenced plans and specifications. PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 18th day of November, 2025, by the following vote, to wit: AYES: Blackburn, Bhat-Patel, Acosta, Burkholder, Shin. NAYS: None. ABSTAIN: None. ABSENT: None. ______________________________________ KEITH BLACKBURN, Mayor ______________________________________ SHERRY FREISINGER, City Clerk (SEAL) Nov. 18, 2025 Item #5 Page 8 of 11 Docusign Envelope ID: 29AE5AA8-B8E7-44F0-8264-2C2C203E6B2E Exhibit 2 Plans, specifications and contract documents (on file in the Office of the City Clerk) Nov. 18, 2025 Item #5 Page 9 of 11 Docusign Envelope ID: 29AE5AA8-B8E7-44F0-8264-2C2C203E6B2E IMPROVEMENT PLAN FOR: 5548-D 553-3BID SET POINSETTIA LANE SEWER IMPROVEMENTS PROJECT SITE VICINITY MAP AVECOSTALA B L V D C A R L S B A D RD ALGA PALOMAR AIRPOR T RD EL CAMI N O RE A L RA N C H O SA N T A F E RD POINS E T T I A LANE AL I C A N T E RD EL FU E R T E OLIVENHAIN RD. M E L R O S E D R . FARADAY COLLEG E BL V D P A S E O DEL NO R T E AVE A V E N I D A E N C I N A S CANNON RD MO N R O E ST CARLS B A D VILLAGE D R MARRON TAMAR A C K AVE RD LAKECALAVERABUEN A VIS T A LAGOO N AGUA HEDIO N D A LAGO O N BATIQUITOS LAGOON A V I A R A PKWY POINSET T I A LANE CONSTRUCTION PLANS FOR POINSETTIA LANE SEWER IMPROVEMENTS CIP 5548-D CITY COUNCIL MEMBERS KEITH BLACKBURN - MAYOR MELANIE BURKHOLDER - DISTRICT 1 KEVIN SHIN - DISTRICT 2 PRIYA BHAT-PATEL - DISTRICT 3 TERESA ACOSTA - DISTRICT 4 GEOFF PATNOE CITY MANAGER REFERENCE DRAWINGS PROJECT SITE LOCATION MAP CITY OF CARLSBAD, UTILITIES DEPARTMENT CARLSBAD, CALIFORNIA TITLE SHEET 91 SHEET INDEX (E) 12" PVC SEWER MAIN (E) 16" PVC POTABLE WATER MAIN (E) 12" DI SEWER MAIN PER VWD 32'32'7'7'16' 80' 94' 3.5' NO. 2 WB LANE 10' NO. 1 WB LANE 10.5' BIKE LANE 8' 7' BIKE BUFFER (E) 5" AC OVER 6" CLASS II BASE (E) MEDIAN CURB PER GS-18 (E) 4-INCH DECORATIVE CONCRETE MEDIAN IMPROVEMENT PLAN FOR: 5548-D 553-3BID SET POINSETTIA LANE SEWER IMPROVEMENTS LEGEND DESCRIPTION DWG NO.SYMBOL ABBREVIATIONS DESCRIPTION ABBREVIATION GENERAL NOTES 92 POINSETTIA LANE EXISTING TYPICAL SECTION SCALE: N.T.S.TYP AND LEGEND ALLOWED STAGING AREA AT POINSETTIA LIFT STATION (E) GATE POINSETTIA LIFT STATION MH 38D-9 RIM ELEV: 185.21' INV. ELEV: 173.90' MH 38D-31 RIM ELEV: 180.00' INV. ELEV: 166.60'MH 38D-8 RIM ELEV: 173.26' INV. ELEV: 148.8' IMPROVEMENT PLAN FOR: 5548-D 553-3BID SET POINSETTIA LANE SEWER IMPROVEMENTS SITE PLAN - PARTIAL 93 STAGING AREA SITE PLAN SEWER BYPASS SITE PLAN - POINSETTIA LANE WITH EL FUERTE STREET MH 38C-2 MH 38C-1 MH 38D-1 (E) 42" RCP SD (E) 36" RCP SD (E) 8" PVC SWRPOINSETTIA LIFT STATION EAST ENTRANCE 95 100 105 110 115 120 125 130 95 100 105 110 115 120 125 130 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 MH 3 8 C - 2 ST A : 0 + 0 0 . 0 0 RI M E L E V : 1 1 3 . 6 2 IE : 9 8 . 8 5 MH 3 8 C - 1 ST A : 3 + 0 2 . 7 6 RI M E L E V : 1 1 9 . 5 9 IE ( I N ) : 1 0 5 . 8 8 IE ( O U T ) : 1 0 5 . 5 MH 3 8 D - 1 ST A : 4 + 9 5 . 5 8 RI M E L E V : 1 2 1 . 7 2 IE ( I N ) : 1 0 7 . 6 6 IE ( O U T ) : 1 0 7 . 4 (E ) 3 6 " R C P S D ST A : 0 + 3 6 . 0 0 IE : 1 0 5 . 9 0 (E ) 4 2 " R C P S D ST A : 4 + 8 3 . 0 0 IE : 1 1 0 . 4 4 (E ) T S C O N D U I T ST A : 4 + 4 7 . 0 0 TP E L E V : 1 2 0 . 3 5 0.79% 2.20% (E ) 2 " P O T A B L E W S ST A : 0 + 2 5 . 0 0 EL E V : 1 1 0 . 0 0 (E ) 2 " R C W S E R V I C E ST A : 3 + 8 0 . 0 0 EL E V : 1 1 5 . 0 0 (E ) 1 " R C W S E R V I C E ST A : 3 + 9 5 . 0 0 EL E V : 1 1 5 . 0 0 IMPROVEMENT PLAN FOR: 5548-D 553-3BID SET POINSETTIA LANE SEWER IMPROVEMENTS N SH E E T : 5 MA T C H L I N E : S T A 5 + 0 0 PROFILE STA: 0+00 TO 5+00 PLAN STA: 0+00 TO 5+00 Feet 0 20 40 4 9 1.(E) 12" PVC SEWER MAIN TO BE REMOVED 2.(E) 12" DI RECYCLED WATER FAILSAFE LINE PER REF DWG 397-2I AND 397-2K 3.(E) 8" PVC SEWER MAIN 4.(E) 12" PVC SEWER MAIN 5.(E) 8" PVC RECYCLED WATER MAIN 6.(E) 8" PVC POTABLE WATER MAIN 7.(E) 12" PVC POTABLE WATER MAIN 8.(E) 2" COPPER POTABLE WATER SERVICE 9.(E) 1" COPPER RECYCLED WATER SERVICE 10.(E) 2" COPPER RECYCLED WATER SERVICE 11.(E) RCP STORM DRAIN, SIZE AS SHOWN 12.(E) 3" TRAFFIC SIGNAL CONDUIT 13.(E) GROUND WATER MONITORING WELL/BORING TO BE REMOVED BY OTHERS REFERENCE NOTES 1.REMOVE (E) 12" PVC SEWER MAIN AND REPLACE WITH NEW 15" AND 18" PER MODIFIED CSD S-5, SHEET 9. RESURFACE TRENCH PER CSD GS-26 AND GS-28. 2.MODIFY AND REHABILITATE EXISTING SEWER MANHOLE PER CONNECTION DETAILS SHEET 9 3.CUT, REMOVE, AND INSTALL NEW RCP STORM DRAIN AS NECESSARY TO CONSTRUCT THE SEWER IMPROVEMENTS. PROVIDE REINFORCED CONCRETE COLLAR AT CONNECTIONS PER CSD D-5. 4.REMOVE AND REPLACE RAISED CONCRETE MEDIAN TO NEAREST JOINT. CONSTRUCTION NOTES 1 2 3 4 SEWER DATA TABLE NO.LENGTH BEARING Δ RADIUS SIZE MATERIAL 1 134.51 5°1'33.24"1533.45 18"PVC, PS 115 2 168.25 N 67°36'34" E 18"PVC, PS 115 3 109.42 N 66°55'39" E 18"PVC, PS 115 4 32.21 1°14'34"1485 18"PVC, PS 115 5 51.19 N 66°21'33" E 18"PVC, PS 115 PLAN AND PROFILE STA 0+00 TO STA 5+00 MH 38D-2 MH 38D-3 (E) 18" RCP SD 105 110 115 120 125 130 135 140 105 110 115 120 125 130 135 140 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+25 MH 3 8 D - 2 ST A : 8 + 0 4 . 5 5 RI M E L E V : 1 2 4 . 9 IE ( I N ) : 1 1 2 . 5 9 IE ( O U T ) : 1 1 2 . 3 8 MH 3 8 D - 3 ST A : 1 1 + 0 3 . 7 1 RI M E L E V : 1 2 7 . 9 1 IN V . E L E V ( I N ) : 1 1 7 . 8 7 IN V . E L E V ( O U T ) : 1 1 7 . 7 (E ) 1 2 " P V C W T R M A I N ST A : 5 + 0 9 . 0 0 IN V . E L E V : 1 1 8 . 4 7 (E ) 1 8 " R C P S D ST A : 7 + 8 5 . 0 0 IE : 1 1 5 . 1 4 (E ) T S C O N D U I T ST A : 5 + 4 0 . 0 0 TP E L E V : 1 2 1 . 3 0 1.53% 1.71% IMPROVEMENT PLAN FOR: 5548-D 553-3BID SET POINSETTIA LANE SEWER IMPROVEMENTS N SH E E T : 4 MA T C H L I N E S T A : 5 + 0 0 SH E E T : 6 MA T C H L I N E : S T A 1 1 + 2 5 PROFILE STA: 5+00 TO 11+25 PLAN STA: 5+00 TO 11+25 Feet 0 20 40 SEWER DATA TABLE NO.LENGTH BEARING RADIUS SIZE MATERIAL 6 308.97 N 66°16'27" E 18"PVC, PS 115 7 299.16 N 66°23'17" E 18"PVC, PS 115 5 9 1.(E) 12" PVC SEWER MAIN TO BE REMOVED 2.(E) 12" DI RECYCLED WATER FAILSAFE LINE PER VWD 3.(E) 8" PVC SEWER MAIN 4.(E) 12" PVC SEWER MAIN 5.(E) 8" PVC RECYCLED WATER MAIN 6.(E) 8" PVC POTABLE WATER MAIN 7.(E) 12" PVC POTABLE WATER MAIN 8.(E) 2" COPPER POTABLE WATER SERVICE 9.(E) 1" COPPER RECYCLED WATER SERVICE 10.(E) 2" COPPER RECYCLED WATER SERVICE 11.(E) RCP STORM DRAIN, SIZE AS SHOWN 12.(E) 3" TRAFFIC SIGNAL CONDUIT 13.(E) GROUND WATER MONITORING WELL/BORING REFERENCE NOTES 1.REMOVE (E) 12" PVC SEWER MAIN AND REPLACE WITH NEW 15" AND 18" PER MODIFIED CSD S-5, SHEET 9. RESURFACE TRENCH PER CSD GS-26 AND GS-28. 2.MODIFY AND REHABILITATE EXISTING SEWER MANHOLE PER CONNECTION DETAILS SHEET 9 3.CUT, REMOVE, AND INSTALL NEW RCP STORM DRAIN AS NECESSARY TO CONSTRUCT THE SEWER IMPROVEMENTS. PROVIDE REINFORCED CONCRETE COLLAR AT CONNECTIONS PER CSD D-5. 4.REMOVE AND REPLACE RAISED CONCRETE MEDIAN TO NEAREST JOINT. CONSTRUCTION NOTES 1 2 3 4 PLAN AND PROFILE STA 5+00 TO STA 11+25 MH 38D-32 (E) 48" RCP SD MH 38D-4 115 120 125 130 135 140 145 115 120 125 130 135 140 145 11+25 12+00 13+00 14+00 15+00 16+00 16+60 MH 3 8 D - 3 2 ST A : 1 4 + 0 2 . 6 2 RI M E L E V : 1 3 1 . 0 1 IE ( I N ) : 1 1 8 . 7 7 IE ( O U T ) : 1 1 8 . 6 9 MH 3 8 D - 4 ST A : 1 6 + 5 1 . 5 0 RI M E L E V : 1 3 3 . 8 1 IE ( I N ) : 1 1 9 . 8 2 IE ( O U T ) : 1 1 9 . 4 2 (E ) 4 8 " R C P S D ST A : 1 6 + 3 8 . 0 6 IE : 1 2 3 . 5 0 (E ) 8 " P V C R W ST A : 1 6 + 2 5 . 0 0 EL E V : 1 2 9 . 0 0 (E ) 2 " R C W S E R V I C E ST A : 1 5 + 4 8 . 0 0 EL E V : 1 2 7 . 0 2 (E ) 2 " R C W S E R V I C E ST A : 1 5 + 3 3 . 0 0 EL E V : 1 2 7 . 0 2 0.26%0.27% (E ) 3 " T S C O N D U I T ST A : 1 6 + 0 3 . 7 9 EL E V : 1 3 1 . 0 0 IMPROVEMENT PLAN FOR: 5548-D 553-3BID SET POINSETTIA LANE SEWER IMPROVEMENTS N SH E E T : 5 MA T C H L I N E S T A : 1 1 + 2 5 SH E E T : 7 MA T C H L I N E : S T A 1 6 + 6 0 PROFILE STA: 11+25 TO 16+60 PLAN STA: 11+25 TO 16+60 SEWER DATA TABLE NO.LENGTH BEARING RADIUS SIZE MATERIAL 8 298.93 N 66°23'12" E 18"PVC, PS 115 9 248.86 N 66°05'05" E 18"PVC, PS 115 6 9 1.(E) 12" PVC SEWER MAIN TO BE REMOVED 2.(E) 12" DI RECYCLED WATER FAILSAFE LINE PER VWD 3.(E) 8" PVC SEWER MAIN 4.(E) 12" PVC SEWER MAIN 5.(E) 8" PVC RECYCLED WATER MAIN 6.(E) 8" PVC POTABLE WATER MAIN 7.(E) 12" PVC POTABLE WATER MAIN 8.(E) 2" COPPER POTABLE WATER SERVICE 9.(E) 1" COPPER RECYCLED WATER SERVICE 10.(E) 2" COPPER RECYCLED WATER SERVICE 11.(E) RCP STORM DRAIN, SIZE AS SHOWN 12.(E) 3" TRAFFIC SIGNAL CONDUIT 13.(E) GROUND WATER MONITORING WELL/BORING REFERENCE NOTES Feet 0 20 40 1.REMOVE (E) 12" PVC SEWER MAIN AND REPLACE WITH NEW 15" AND 18" PER MODIFIED CSD S-5, SHEET 9. RESURFACE TRENCH PER CSD GS-26 AND GS-28. 2.MODIFY AND REHABILITATE EXISTING SEWER MANHOLE PER CONNECTION DETAILS SHEET 9 3.CUT, REMOVE, AND INSTALL NEW RCP STORM DRAIN AS NECESSARY TO CONSTRUCT THE SEWER IMPROVEMENTS. PROVIDE REINFORCED CONCRETE COLLAR AT CONNECTIONS PER CSD D-5. 4.REMOVE AND REPLACE RAISED CONCRETE MEDIAN TO NEAREST JOINT. CONSTRUCTION NOTES 1 2 3 4 PLAN AND PROFILE STA 11+25 TO STA 16+60 MH 38D-5 MH 38D-7 (E) 30" RCP SD 120 125 130 135 140 145 150 155 160 165 120 125 130 135 140 145 150 155 160 165 16+60 17+00 18+00 19+00 20+00 21+00 22+00 22+50 MH 3 8 D - 5 ST A : 1 8 + 7 7 . 9 0 RI M E L E V : 1 4 0 . 7 8 IE ( I N ) : 1 3 5 . 3 3 IE ( O U T ) : 1 3 4 . 9 6 MH 3 8 D - 7 ST A : 2 2 + 2 8 . 5 8 RI M E L E V : 1 5 7 . 4 2 IE ( I N ) : 1 4 7 . 7 3 IE ( O U T ) : 1 4 7 . 4 (E ) 3 0 " R C P S D ST A : 1 8 + 6 4 . 0 0 IE : 1 3 0 . 6 7 (E ) 1 2 " P V C P O T A B L E W T R ST A : 1 6 + 6 9 . 0 2 IE : 1 3 0 . 5 0 8" C M L C P O T A B L E W T R ST A : 1 9 + 3 2 . 0 0 TP E L E V : 1 4 0 . 0 0 3.46% 6.65% IMPROVEMENT PLAN FOR: 5548-D 553-3BID SET POINSETTIA LANE SEWER IMPROVEMENTS N SH E E T : 8 MA T C H L I N E : S T A 2 2 + 5 0 SH E E T : 6 MA T C H L I N E S T A : 1 6 + 6 0 PROFILE STA: 16+60 TO 22+50 PLAN STA: 16+60 TO 22+50 Feet 0 20 40 SEWER DATA TABLE NO.LENGTH BEARING Δ RADIUS SIZE MATERIAL 10 161.43 N 66°57'05" E 15"PVC, SDR 26 11 64.98 2°37'53.75"1414.76 15"PVC, SDR 26 12 36.42 1°28'29.29"1414.76 15"PVC, SDR 26 13 314.26 N 70°22'02" E 15"PVC, SDR 26 7 9 1.(E) 12" PVC SEWER MAIN TO BE REMOVED 2.(E) 12" DI RECYCLED WATER FAILSAFE LINE PER VWD 3.(E) 8" PVC SEWER MAIN 4.(E) 12" PVC SEWER MAIN 5.(E) 8" PVC RECYCLED WATER MAIN 6.(E) 8" PVC POTABLE WATER MAIN 7.(E) 12" PVC POTABLE WATER MAIN 8.(E) 2" COPPER POTABLE WATER SERVICE 9.(E) 1" COPPER RECYCLED WATER SERVICE 10.(E) 2" COPPER RECYCLED WATER SERVICE 11.(E) RCP STORM DRAIN, SIZE AS SHOWN 12.(E) 3" TRAFFIC SIGNAL CONDUIT 13.(E) GROUND WATER MONITORING WELL/BORING 14.(E) 8" CMLC POTABLE WATER MAIN REFERENCE NOTES 1.REMOVE (E) 12" PVC SEWER MAIN AND REPLACE WITH NEW 15" AND 18" PER MODIFIED CSD S-5, SHEET 9. RESURFACE TRENCH PER CSD GS-26 AND GS-28. 2.MODIFY AND REHABILITATE EXISTING SEWER MANHOLE PER CONNECTION DETAILS SHEET 9 3.CUT, REMOVE, AND INSTALL NEW RCP STORM DRAIN AS NECESSARY TO CONSTRUCT THE SEWER IMPROVEMENTS. PROVIDE REINFORCED CONCRETE COLLAR AT CONNECTIONS PER CSD D-5. 4.REMOVE AND REPLACE RAISED CONCRETE MEDIAN TO NEAREST JOINT. CONSTRUCTION NOTES 1 2 3 4 PLAN AND PROFILE STA 16+60 TO STA 22+50 MH 38D-8 145 150 155 160 165 170 175 180 185 145 150 155 160 165 170 175 180 185 22+50 23+00 24+00 25+00 26+00 MH 3 8 D - 8 ST A : 2 5 + 5 7 . 5 0 RI M E L E V : 1 7 3 . 2 8 IE ( I N ) : 1 4 8 . 8 IE ( O U T ) : 1 4 8 . 6 2 0.27% IMPROVEMENT PLAN FOR: 5548-D 553-3BID SET POINSETTIA LANE SEWER IMPROVEMENTS N SH E E T : 7 MA T C H L I N E S T A : 2 2 + 5 0 PROFILE STA: 22+50 TO 26+00 PLAN STA: 22+50 TO 26+00 SEWER DATA TABLE NO.LENGTH BEARING RADIUS SIZE MATERIAL 14 328.92 N 70°46'32" E 15"PVC, SDR 26 8 9 1.(E) 12" PVC SEWER MAIN TO BE REMOVED 2.(E) 12" DI RECYCLED WATER FAILSAFE LINE PER VWD 3.(E) 8" PVC SEWER MAIN 4.(E) 12" PVC SEWER MAIN 5.(E) 8" PVC RECYCLED WATER MAIN 6.(E) 8" PVC POTABLE WATER MAIN 7.(E) 12" PVC POTABLE WATER MAIN 8.(E) 2" COPPER POTABLE WATER SERVICE 9.(E) 1" COPPER RECYCLED WATER SERVICE 10.(E) 2" COPPER RECYCLED WATER SERVICE 11.(E) RCP STORM DRAIN, SIZE AS SHOWN 12.(E) 3" TRAFFIC SIGNAL CONDUIT 13.(E) GROUND WATER MONITORING WELL/BORING TO BE REMOVED BY OTHERS REFERENCE NOTES Feet 0 20 40 1.REMOVE (E) 12" PVC SEWER MAIN AND REPLACE WITH NEW 15" AND 18" PER MODIFIED CSD S-5, SHEET 9. RESURFACE TRENCH PER CSD GS-26 AND GS-28. 2.MODIFY AND REHABILITATE EXISTING SEWER MANHOLE PER CONNECTION DETAILS SHEET 9 3.CUT, REMOVE, AND INSTALL NEW RCP STORM DRAIN AS NECESSARY TO CONSTRUCT THE SEWER IMPROVEMENTS. PROVIDE REINFORCED CONCRETE COLLAR AT CONNECTIONS PER CSD D-5. 4.REMOVE AND REPLACE RAISED CONCRETE MEDIAN TO NEAREST JOINT. CONSTRUCTION NOTES 1 2 3 4 1.REFER TO UPSTREAM SEWER AND MANHOLE LAYOUT DETAIL ON SHEET 3 FOR SEWER BYPASS OPERATIONS DURING CONNECTION AND MODIFICATION TO SEWER MANHOLE 38D-8. GENERAL NOTES PLAN AND PROFILE STA 22+50 TO STA 25+57.50 REMOVE AND REPLACE FRAME, COVER AND COLLAR PER CSD S-1A (E) PAVEMENT RR (E) CONCRETE COLLAR PER CSD S-1A (E) CSD S-1 CIP BASE RECONSTRUCT OR MODIFY EXISTING CHANNEL AND BENCH PER PLAN VIEW CONNECTION DETAILS CORE DRILL NEW INLET/OUTLET FOR (P) PVC (P) WATER TIGHT MANHOLE ADAPTER WITH RUBBER GASKET SAND COLLAR. GROUT INTO PLACE PER CSD S-1A (TYP) (P) 15 OR 18" PVC MATCH EXISTING CHANNEL IE (E) MANHOLE SEE MH DIMENSION TABLE THIS SHEET (E) 12" PVC TO BE REMOVED REHABILITATE MANHOLE PER CSD S-1A (P) 15 OR 18" PVC (E) 12" PVC TO BE REMOVED MATCH EXISTING CHANNEL IE 3' (E) 12" CHANNEL INLET (P) CHANNEL INLET SEE DETAIL 1 FOR CONNECTION DETAIL (E) MANHOLE BASE (P) CHANNEL OUTLET SEE DETAIL 1 FOR CONNECTION DETAIL REMOVE EXISTING BENCH AND CHANNEL. POUR NEW CONCRETE TO ADAPT PROPOSED PIPE SIZE. A A (E) MANHOLE BASE (P) CHANNEL INLET SEE DETAIL 1 FOR CONNECTION DETAIL GRIND EXISTING CHANNEL TO ADAPT TO NEW PIPE SIZE POUR CONCRETE TO ADAPT BENCH TO NEW PIPE SIZE (E) 8" PVC SEWER (P) CHANNEL OUTLET SEE DETAIL 1 FOR CONNECTION DETAIL B B (E) MANHOLE BASE (P) 18" CHANNEL INLET SEE DETAIL 1 FOR CONNECTION DETAIL GRIND EXISTING CHANNEL TO ADAPT TO (P) 18" INLET (E) 12" PVC SEWER (E) 16" (C900) PVC SEWER POUR CONCRETE TO ADAPT BENCH TO NEW PIPE SIZE B B (E) MANHOLE BASE GRIND EXISTING CHANNEL TO ADAPT TO (P) 15" OUTLET POUR CONCRETE TO ADAPT BENCH TO PROPOSED OUTLET (E) 12" PVC SEWER (P) 15" CHANNEL OUTLET SEE DETAIL 1 FOR CONNECTION DETAIL (E) 12" PVC SEWER B B INVERT GRADE MIN. DEPTH = PIPE DIAMETER MIN. SLOPE 1" PER FT.WIDTH SHALL EQUAL INSIDE DIA OF PIPE VARIES 0.25-0.5' INVERT GRADE MIN. DEPTH = PIPE DIAMETER MIN. SLOPE 1" PER FT. GRIND TO EQUAL INSIDE DIA OF PIPE 0.25-0.5' VARIES 0.125-0.25' 6" IMPROVEMENT PLAN FOR: 5548-D 553-3BID SET POINSETTIA LANE SEWER IMPROVEMENTS MANHOLE REHABILITATION AND CONNECTION DETAIL - PROFILE VIEW SCALE: N.T.S.1 NOTES: 1.SEE SEWER MANHOLE TABLE FOR EXISTING MANHOLE DIMENSIONS. 2.MODIFY OR REMOVE AND REPLACE EXISTING BENCH AND CHANNEL WHERE NOTED ON PRIOR TO MANHOLE REHABILITATION MANHOLE NEW CONNECTION DETAIL - PLAN VIEW SCALE: N.T.S.A MODIFICATIONS TO CSD S-5 STA: 0+00 - 25+57.50 SCALE: N.T.S.2 SEWER MANHOLE TABLE CIVIL DETAILS 9 9 MANHOLE NEW CONNECTION DETAIL - PLAN VIEW SCALE: N.T.S.C SEWER MANHOLE TABLE MH STA.RIM El. (FT) INV. EL. IN (FT) INV. EL. OUT (FT)DIA. (FT) CONNECTION PLAN VIEW DETAIL 38C-2 0+00 113.61 98.85 98.58 5 B 38C-1 3+02.76 119.59 105.88 105.5 5 A 38D-1 4+95.44 121.72 107.66 107.4 5 C 38D-2 8+04.45 124.9 112.59 112.38 5 A 38D-3 11+03.71 127.91 117.87 117.7 5 A 38D-32 14+02.62 131.01 118.77 118.69 5 A 38D-4 16+51.50 133.81 119.82 119.42 5 C 38D-5 18+77.90 140.78 135.33 134.96 5 C 38D-7 22+28.58 157.42 147.73 147.4 5 A 38D-8 25+57.50 173.28 148.8 148.62 5 D MANHOLE 38C-2 CONNECTION DETAIL - PLAN VIEW SCALE: N.T.S.B MANHOLE 38D-8 CONNECTION DETAIL - PLAN VIEW SCALE: N.T.S.D SECTION A-A SCALE: N.T.S.A-A NOTES: 1.REMOVE EXISTING BENCH AND CHANNEL AND POUR NEW TO ADAPT TO PROPOSED PIPE SIZE. SECTION B-B SCALE: N.T.S.B-B NOTES: 1.GRIND EXISTING CHANNEL TO ADAPT WIDTH TO NEW PIPE SIZE. 2.GRIND 6-INCHES OF EXISTING BENCH AND POUR BACK TO RAISE AND ADAPT TO NEW PIPE SIZE. NOTES: 1.PERCENTAGES SHOWN EQUAL MINIMUM RELATIVE COMPACTION. 2.MINIMUM DEPTH OF COVER FROM TOP OF PIPE TO FINISH GRADE FOR ALL SANITARY SEWER INSTALLATIONS SHALL BE 3 FEET. FOR COVER LESS THAN 3', SPECIAL DESIGN AND APPROVAL IS REQUIRED. 3.TRENCH ZONE BACKFILL SHALL BE PER SECTION 02223. NO ROCKS LARGER THAN 4" IN ANY DIMENSION WILL BE ALLOWED IN BACKFILL. ASPHALT OR CONCRETE CHUNKS WILL NOT BE ALLOWED. 4.CITY SHALL INSPECT TRENCH BOTTOM PRIOR TO BACKFILL. 5.FILTER FABRIC (WRAP ALL AROUND) AS REQUIRED IN SECTION 02223 WITH A MINIMUM 12-INCH OVERLAP. BRESSI SEWER MANHOLE REHABILITATION SCHEDULE El Fuerte Street from Poinsettia Lane to Gateway Road Count Unit Id MH Depth (ft)** Rehab Type* Existing T-Lock Liner Existing MH Steps Replace Bench and Channel MH Infiltration Replace Frame Cover, Collar As-Built, Sheet Plan Sheet 1 38D-31 13.61 Epoxy No No No Minor No 397-2K, 5 3 2 38D-9 11.31 Epoxy No No No Minor No 397-2K, 5 3 3 38D-30 10.37 Epoxy Yes No No Minor No 400-8E, 8 3 4 38B-15 10.22 Epoxy No No Yes Minor No 400-8E, 8 4 5 38B-51 7.13 Epoxy No No Yes Minor No 400-8E, 7 4 6 38B-50 7.05 Epoxy No No Yes Minor No 400-8E, 7 5 7 38B-49 7.35 Epoxy No No Yes Minor No 400-8E, 7 5 8 38B-48 7.05 Epoxy No No Yes Minor No 400-8E, 7 5 9 38B-47 8.52 Epoxy No No Yes Minor No 400-8E, 7 6 10 38B-46 7.17 Epoxy No No Yes Minor No 400-8E, 6 6 11 31D-40 7.37 Epoxy Yes No No Minor No 400-8E, 5 6 12 31D-39 7.53 Epoxy Yes No No Minor No 400-8E, 5 7 13 31D-38 7.68 Epoxy Yes No No Minor No 400-8E, 5 7 14 31D-37 7.44 Epoxy Yes No No Minor No 400-8E, 4 7 15 31D-36 7.69 Epoxy Yes No No Minor No 400-8E, 4 8 16 31D-24 10.14 Epoxy Yes No No Minor No 400-8E, 3 9 Bressi Shopping Center Count Unit Id MH Depth (ft)** Rehab Type* Existing T-Lock Liner Existing MH Steps Replace Bench and Channel MH Infiltration Replace Frame Cover, Collar As-Built, Sheet Plan Sheet 1 31D-110 5.16 Epoxy Yes No Yes Minor Yes***452-9, 6 8 2 31D-111 22.2 Epoxy Yes No Yes Minor No 452-9, 6 8 3 31D-112 20.68 Epoxy Yes No Yes Minor No 452-9, 6 8 4 31D-113 16.09 Epoxy Yes No Yes Minor Yes 452-9, 5 8 5 31D-114 15.1 Epoxy Yes No Yes Minor No 452-9, 5 8 6 31D-116 12.83 Epoxy Yes No Yes Minor Yes 452-9, 10 8 7 31D-115 12.69 Epoxy Yes No Yes Minor No 452-9, 5 8 8 31D-117 9.84 Epoxy Yes No Yes Major Yes 452-9, 8 8 9 31D-118 9.56 Epoxy Yes No Yes Minor No 452-9, 8 8 Poinsettia Lift Station - Flow Meter Vault Count Width Length Depth As-Built, Sheet Plan Sheet 1 6 16 16 486-6A, 7 10 ** Manhole located at back of walk. No pavement restoration. Protect and restore irrigation in-kind ** Manhole depth reflects measurement from channel invert to rim. Channel diameter shown sheets 3-10. Infiltration Major Rehab Type Injection Grout Only *Install Raven 405 Epoxy Liner, or approved equal, within all manholes in schedule in accordance with City Standard Drawing S-1A. All manholes 5-ft inner diameter. Apply epoxy to a thickness between 180 - 200 mils (4.5-5mm). Sheet 1 ArcGIS Web Map Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community City Boundary Parcel Boundary - Existing Street Name Major Minor Private Lateral Gravity Main Collector, Carlsbad Manhole Standard Manhole, Carlsbad 9/12/2025, 9:49:32 AM 0 0.01 0.030.01 mi 0 0.03 0.050.01 km 1:1,128 ArcGIS Web AppBuilder Maxar | ArcGIS Web Map Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community City Boundary Parcel Boundary - Existing Street Name Minor <all other values> Gravity Main Collector, Carlsbad Manhole Standard Manhole, Carlsbad 9/12/2025, 3:49:26 PM 0 80 16040 ft 0 25 5012.5 m 1:1,128 ArcGIS Web AppBuilder Maxar | ArcGIS Web Map Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community City Boundary Parcel Boundary - Existing Street Name Minor <all other values> Private Lateral Gravity Main Collector, Carlsbad Manhole Standard Manhole, Carlsbad 9/12/2025, 3:50:11 PM 0 80 16040 ft 0 25 5012.5 m 1:1,128 ArcGIS Web AppBuilder Maxar | ArcGIS Web Map Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community City Boundary Parcel Boundary - Existing Street Name Minor <all other values> Private Lateral Gravity Main Collector, Carlsbad Manhole Standard Manhole, Carlsbad 9/12/2025, 3:51:07 PM 0 80 16040 ft 0 25 5012.5 m 1:1,128 ArcGIS Web AppBuilder Maxar | ArcGIS Web Map Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community City Boundary Parcel Boundary - Existing Street Name Minor <all other values> Gravity Main Collector, Carlsbad Manhole Standard Manhole, Carlsbad 9/12/2025, 3:54:13 PM 0 80 16040 ft 0 25 5012.5 m 1:1,128 ArcGIS Web AppBuilder Maxar | ArcGIS Web Map Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community City Boundary Parcel Boundary - Existing Street Name Minor Private <all other values> Private Lateral Gravity Main Collector, Carlsbad Collector, Private Manhole Standard Manhole, Carlsbad 9/12/2025, 3:59:55 PM 0 80 16040 ft 0 25 5012.5 m 1:1,128 ArcGIS Web AppBuilder Maxar | ArcGIS Web Map Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community City Boundary Parcel Boundary - Existing Street Name Minor Private <all other values> Private Lateral Gravity Main Collector, Carlsbad Collector, Private Manhole Standard Manhole, Carlsbad Standard Manhole, Private 9/12/2025, 4:02:38 PM 0 80 16040 ft 0 25 5012.5 m 1:1,128 ArcGIS Web AppBuilder Maxar | ArcGIS Web Map Copyright nearmap 2015, Source: Esri, Maxar, Earthstar Geographics, andthe GIS User Community City Boundary Parcel Boundary - Existing Street Name Major <all other values> Force Main Force Main, Carlsbad Force Main, Vallecitos Gravity Main Collector, Carlsbad Overflow, Vallecitos Station Manhole Standard Manhole, Carlsbad 9/15/2025, 8:31:32 AM 0 40 8020 ft 0 10 205 m 1:564 ArcGIS Web AppBuilder Copyright nearmap 2015 | Maxar | Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 1 of 151 City of Carlsbad San Diego County California CONTRACT DOCUMENTS, GENERAL PROVISIONS, SUPPLEMENTAL PROVISIONS, AND TECHNICAL SPECIFICATIONS FOR POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION PROJECT NOS. 5503-26 AND 5548-D BID NO. PWS26-3959UTIL Signed: 11/18/2025 Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 2 of 151 TABLE OF CONTENTS Item Page Notice Inviting Bids ..................................................................................................................... 7 Contractor's Proposal ................................................................................................................ 14 Bid Security Form ..................................................................................................................... 19 Bidder’s Bond to Accompany Proposal ..................................................................................... 20 Guide for Completing the “Designation of Subcontractors” Form .............................................. 21 Designation of Subcontractor and Amount of Subcontractor’s Bid Items .................................. 23 Bidder's Statement of Technical Ability and Experience ............................................................ 24 Bidder’s Certificate of Insurance for General Liability, Employers’ Liability, Automotive Liability and Workers’ Compensation ........................................................................................ 25 Bidder’s Statement Re Debarment ............................................................................................ 26 Bidder's Disclosure of Discipline Record …………………………………………… ...................... 27 Noncollusion Declaration to Be Executed by Bidder and Submitted with Bid ............................. 29 Contract Public Works ............................................................................................................... 30 Labor and Materials Bond ......................................................................................................... 37 Faithful Performance/Warranty Bond ........................................................................................ 39 Optional Escrow Agreement for Surety Deposits in Lieu of Retention ....................................... 41 Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 3 of 151 GENERAL PROVISIONS (Replaces Part I of the SSPWC) Section 1 Terms, Definitions Abbreviations and Symbols 1-1 Terms .......................................................... ..................................................... 44 1-2 Definitions .................................................... ..................................................... 44 1-3 Abbreviations ............................................... ..................................................... 50 1-4 Units of Measure .......................................... ..................................................... 53 1-5 Symbols ....................................................... ..................................................... 54 Section 2 Scope and Control of The Work 2-1 Award and Execution of Contract ................. ..................................................... 55 2-2 Assignment .................................................. ..................................................... 55 2-3 Subcontracts ................................................ ..................................................... 55 2-4 Contract Bonds ............................................ ..................................................... 56 2-5 Plans and Specifications .............................. ..................................................... 57 2-6 Work to be Done .......................................... ..................................................... 62 2-7 Subsurface Data .......................................... ..................................................... 62 2-8 Right-of-Way ................................................ ..................................................... 62 2-9 Surveying ..................................................... ..................................................... 63 2-10 Authority of Board and Engineer .................. ..................................................... 64 2-11 Inspection .................................................... ..................................................... 65 Section 3 Changes in Work 3-1 Changes Requested by the Contractor ........ ..................................................... 66 3-2 Changes Initiated by the Agency .................. ..................................................... 66 3-3 Extra Work ................................................... ..................................................... 67 3-4 Changed Conditions .................................... ..................................................... 70 3-5 Disputed Work ............................................. ..................................................... 71 Section 4 Control of Materials 4-1 Materials and Workmanship ......................... ..................................................... 77 4-2 Materials Transportation, Handling and Storage ................................................ 81 Section 5 Utilities 5-1 Location ....................................................... ..................................................... 82 5-2 Protection .................................................... ..................................................... 82 5-3 Removal ...................................................... ..................................................... 83 5-4 Relocation .................................................... ..................................................... 83 5-5 Delays .......................................................... ..................................................... 84 5-6 Cooperation ................................................. ..................................................... 84 Section 6 Prosecution, Progress and Acceptance of the Work 6-1 Construction Schedule and Commencement of Work ........................................ 85 6-2 Prosecution of Work ..................................... ..................................................... 87 6-3 Suspension of Work ..................................... ..................................................... 91 6-4 Default by Contractor ................................... ..................................................... 91 6-5 Termination of Contract................................ ..................................................... 92 6-6 Delays and Extensions of Time .................... ..................................................... 92 6-7 Time of Completion ...................................... ..................................................... 93 6-8 Completion, Acceptance, and Warranty ....... ..................................................... 94 Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 4 of 151 6-9 Liquidated Damages .................................... ..................................................... 96 6-10 Use of Improvement During Construction .... ..................................................... 96 Section 7 Responsibilities of the Contractor 7-1 Contractor’s Equipment and Facilities .......... ..................................................... 97 7-2 Labor ........................................................... ..................................................... 97 7-3 Liability Insurance ........................................ ..................................................... 97 7-4 Workers' Compensation Insurance .............. ..................................................... 97 7-5 Permits ........................................................ ..................................................... 98 7-6 The Contractor’s Representative .................. ..................................................... 99 7-7 Cooperation and Collateral Work ................. ................................................... 100 7-8 Project Site Maintenance ............................. ................................................... 101 7-9 Protection and Restoration of Existing Improvements ...................................... 104 7-10 Public Convenience and Safety ................... ................................................... 105 7-11 Patent Fees or Royalties .............................. ................................................... 112 7-12 Advertising ................................................... ................................................... 112 7-13 Laws to be Observed ................................... ................................................... 112 7-14 Antitrust Claims ............................................ ................................................... 113 Section 8 Facilities for Agency Personnel 8-1 General ........................................................ ................................................... 114 Section 9 Measurement and Payment 9-1 Measurement of Quantities for Unit Price Work ............................................... 115 9-2 Lump Sum Work .......................................... ................................................... 115 9-3 Payment ...................................................... ................................................... 115 9-4 Bid Items ...................................................... ................................................... 119 SUPPLEMENTAL PROVISIONS TO PART 2, 3, 4 AND 6 OF THE SSPWC Part 2 Construction Materials Section 200 Rock Materials 200-2 Untreated Base Materials ............................. ................................................... 125 Section 201 Concrete, Mortar and Related Materials 201-1 Portland Cement Concrete .......................... ................................................... 126 201-3 Expansion Joint Filler and Joint Sealants ..... ................................................... 127 Section 203 Bituminous Materials 203-6 Asphalt Concrete ......................................... ................................................... 128 Section 213 Engineering Fabrics 213-5 Geotextiles and Geogrids ............................. ................................................... 129 Section 214 Pavement Markers 214-4 Paint for Striping and Markings .................... ................................................... 130 214-6 Pavement Markers ....................................... ................................................... 130 Part 3 Construction Methods Section 300 Earthwork 300-2 Unclassified Excavation ................................................................................... 132 300-12 Storm Water Pollution Prevention Plan ............................................................ 132 Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 5 of 151 Section 301 Treated Soil, Subgrade Preparation and Placement of Base Materials 301-1 Subgrade Preparation ...................................................................................... 135 Section 302 Roadway Surfacing 302-5 Asphalt Concrete Pavement ............................................................................ 135 302-15 Public Convenience and Traffic Control ........................................................... 136 Section 303 Concrete and Masonry Construction. 303-1 Concrete Structures ......................................................................................... 137 303-5 Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, And Driveways ....................................................................... 138 303-6 Stamped Concrete ........................................................................................... 138 303-7 Colored Concrete ............................................................................................. 140 Section 306 Underground Conduit Construction 306-3 Open Trench Operations .................................................................................. 141 306-12 Backfill ............................................................................................................. 141 306-13 Trench Resurfacing .......................................................................................... 141 Section 314 Traffic Striping, Curb and Pavement Markings, and Pavement Markers 314-4 Application of Traffic Striping and Curb and Pavement Markings ..................... 142 314-5 Pavement Markers ........................................................................................... 143 Part 4 Existing Improvements Section 400 Protection and Restoration 400-1 General ............................................................................................................ 145 400-2 Permanent Survey Markers ............................................................................. 145 400-3 Payment .......................................................................................................... 145 Section 401 Removal 401-3 Concrete and Masonry Improvements ............................................................. 145 Part 5 Pipeline System Rehabilitation Section 502 Manhole and Structure Rehabilitation 502-4 Repair, Resurfacing, and Active Infiltration Elimination .................................... 146 502-5 Lining Systems ................................................................................................ 146 Part 6 Temporary Traffic Control Section 601 Temporary Traffic Control for Construction and Maintenance Work Zones 601-1 General ............................................................................................................ 147 601-3 Temporary Traffic Control (TTC) Zone Devices ............................................... 147 601-4 Temporary Traffic Striping and Pavement Markings ......................................... 151 TECHNICAL SPECIFICATIONS 02960 Temporary Sewer By-Pass System Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 6 of 151 STANDARD DRAWINGS AND SPECIFICATIONS EXTERNAL REFERENCES City of Carlsbad and Carlsbad Municipal Water District Standard Drawings & Specifications: https://www.carlsbadca.gov/home/showpublisheddocument/334/637877864920570000 City of Carlsbad Approved Materials List (end of document): https://www.carlsbadca.gov/home/showpublisheddocument/332/637871844274500000 San Diego County Regional Standard Drawings San Diego County Regional Standard 2022 APPENDICES Appendix A Record Drawings Appendix B Poinsettia Lane Geotechnical Report Appendix C Poinsettia Lane Sewer Flow Monitoring Technical Report Appendix D Tier II SWPPP Template Appendix E EWA Special Use Discharge Permit Template Appendix F CARB Fleet Compliance Certification Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 7 of 151 CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS Until 11:00 a.m. on January 7, 2026, the City shall accept bids via electronic format via the City of Carlsbad Electronic Bidding Site, PlanetBids, which may be accessed at https://www.carlsbadca.gov/departments/finance/contracting-purchasing, for performing the work in the following Bid Schedules: Bid Schedule A – Poinsettia Lane Sewer Improvements (5548-D) Provide all labor, materials, tools, equipment, and services to remove 2,560 feet of existing 12-inch diameter PVC sewer and replace with 910 feet of 15-inch diameter sewer and 1,650 feet of 18-inch PVC sewer; modification, rechanneling and rehabilitation of 10 existing sewer manhole structures; and all incidental work including, but not limited to, surveying services; utility potholing; groundwater dewatering and permitting; sewer by-pass systems; storm water and non-storm water pollution prevention; excavation support systems, including engineering services for deep excavations exceeding 20-feet in depth; traffic control; earthwork; paving and site restoration. Bid Schedule B – Bressi Sewer Manhole Rehabilitation (5503-26) Provide all labor, materials, tools, equipment, and services to rehabilitate 25 sewer manholes with epoxy-mortar lining inclusive of removing existing T-Lock lining systems; interior surface preparation, smoothing, and cleaning; replacement of concrete benches and channels; removing, installing manhole concrete collars, frames and covers with adjustment to final grade; groundwater infiltration proofing by injection grouting; and all incidental work including, but not limited to, sewer by-pass systems and methods; and traffic control. Schedule also includes groundwater infiltration proofing by injection grouting at the Poinsettia Lift Station flow meter vault. POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION PROJECT NOS. 5503-26 AND 5548-D PWS26-3959UTIL ELECTRONIC FORMAT RECEIPT AND OPENING OF BIDS: Bids will be received in electronic format (eBids) EXCLUSIVELY at the City of Carlsbad’s electronic bidding (eBidding) site, at: Contracting & Purchasing | Carlsbad, CA (carlsbadca.gov) and are due by the date and time shown on the cover of this solicitation. BIDDERS MUST BE PRE-REGISTERED with the City’s bidding system and possess a system-assigned Digital ID in order to submit an electronic bid. The City’s electronic bidding (eBidding) system will automatically track information submitted to the site including IP addresses, browsers being used and the URLs from which information was submitted. In addition, the City’s bidding system will keep a history of every login instance including the time of login, and other information about the user's computer configuration such as the operating system, browser type, version, and more. Because of these security features, Bidders who disable their browsers’ cookies will not be able to log in and use the City’s bidding system. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 8 of 151 The City’s electronic bidding system is responsible for bid tabulations. Upon the bidder’s or proposer’s entry of their bid, the system will ensure that all required fields are entered. The system will not accept a bid for which any required information is missing. This includes all necessary pricing, subcontractor listing(s) and any other essential documentation and supporting materials and forms requested or contained in these solicitation documents. BIDS REMAIN SEALED UNTIL DUE DATE AND TIME eBids are transmitted into the City’s bidding system via hypertext transfer protocol secure (https) mechanism using SSL 128-256-bit security certificates issued from Verisign/Thawte which encrypts data being transferred from client to server. Bids submitted prior to the Due Date and Time are not available for review by anyone other than the submitter, who will have until the Due Date and Time to change, rescind or retrieve its bid should they desire to do so. BIDS MUST BE SUBMITTED BY DUE DATE AND TIME Once the deadline is reached, no further submissions are accepted into the system. Once the Due Date and Time has passed, bidders, proposers, the general public, and City staff are able to immediately see the results online. City staff may then begin reviewing the submissions for responsiveness, compliance and other issues. RECAPITULATION OF THE WORK Bids shall not contain any recapitulation of the Work. Conditional Bids may be rejected as being non-responsive. Alternative proposals will not be considered unless called for. BIDS MAY BE WITHDRAWN by the Bidder prior to, but not after, the time set as Due Date and Time. Important Note: Submission of the electronic bid into the system may not be instantaneous. Due to the speed and capabilities of the user’s internet service provider (ISP), bandwidth, computer hardware and other variables, it may take time for the bidder’s submission to upload and be received by the City’s eBidding system. It is the bidder’s sole responsibility to ensure their bids are received on time by the City’s eBidding system. The City of Carlsbad is not responsible for bids that do not arrive by the Due Date and Time. ELECTRONIC SUBMISSIONS CARRY FULL FORCE AND EFFECT The Bidder, by submitting their electronic proposal, agrees to and certifies under penalty of perjury under the laws of the State of California, that the certification, forms and affidavits submitted as part of this proposal are true and correct. The bidder, by submitting its electronic bid, acknowledges that doing so carries the same force and full legal effect as a paper submission with a longhand (wet) signature. By submitting an electronic bid, the bidder certifies that the bidder has thoroughly examined and understands the entire Contract Documents (which consist of the plans and specifications, drawings, forms, affidavits and the solicitation documents), and that by submitting the eBid as its bid proposal, the bidder acknowledges, agrees to and is bound by the entire Contract Documents, including any addenda issued thereto, and incorporated by reference in the Contract Documents. BIDS ARE PUBLIC RECORDS Upon receipt by the City, bids shall become public records subject to public disclosure. It is the responsibility of the Bidder to clearly identify any confidential, proprietary, trade secret or otherwise legally privileged information contained within the proposal’s General references to sections of the California Public Records Act (PRA) will not suffice. If the Bidder does not provide applicable case law that clearly establishes that the requested information is exempt Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 9 of 151 from the disclosure requirements of the PRA, the City shall be free to release the information when required in accordance with the PRA, pursuant to any other applicable law, or by order of any court or government agency, and the Bidder agrees to hold the City harmless for any such release of this information. INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS There are multiple bid schedules for the Work of this Contract and the Bidder shall complete all Bid Schedules for the bid to be deemed responsive. The Agency shall determine the low Bid as described in the Contractor’s Proposal form. This bid and the terms of the Contract Documents and General Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder. No bid will be received unless it is made on a proposal form furnished by the Purchasing Department. Each bid must be accompanied by security in a form and amount required by law. The bidder's security of the second and third next lowest responsive bidders may be withheld until the Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days after the Contract is awarded. Pursuant to the provisions of law (Public Contract Code section 10263), appropriate securities may be substituted for any obligation required by this notice or for any monies withheld by the City to ensure performance under this Contract. Section 10263 of the Public Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000 per contract. The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the State of California as an irresponsible bidder. The work shall be performed in strict conformity with the plans, provisions, and specifications as approved by the City Council of the City of Carlsbad on file with the City Clerk’s Office. The specifications for the work include City of Carlsbad Engineering Standards and the Standard Specifications for Public Works Construction, Parts 2 & 3, all hereinafter designated “SSPWC”, as amended. Specification Reference is hereby made to the plans and specifications for full particulars and description of the work. The General Provisions (Part 1) to the SSPWC do not apply. The City of Carlsbad encourages the participation of minority and women-owned businesses. The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to utilize recycled and recyclable materials when available, appropriate and approved by the Engineer. BID DOCUMENTS The bid documents comprise the following documents which must be completed and properly executed including notarization, where indicated. 1. Contractor's Proposal Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 10 of 151 2. Bidder's Bond (at time of Bid submit PDF copy via PlanetBids / All Bidders). Bid Bond (Original) within two (2) business days of bid Opening / three (3) Apparent Low Bidders. 3. Noncollusion Declaration 4. Designation of Subcontractor and Amount of Subcontractor’s Bid 5. Bidder's Statement of Technical Ability and Experience 6. Acknowledgement of Addendum(a) 7. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of this contract. 8. Bidder’s Statement Re Debarment 9. Bidder's Disclosure of Discipline Record 10. CARB Fleet Compliance Certification (Appendix F) 11. Escrow Agreement for Security Deposits - (optional, must be completed if the Bidder wishes to use the Escrow Agreement for Security) BIDDER’S GUARANTEE OF GOOD FAITH (BID SECURITY) At the time of bid submission, bidders must upload and submit an electronic PDF copy of the aforementioned bid security. Whether in the form of a cashier's check, a properly certified check or an approved corporate surety bond payable to the City of Carlsbad, the bid security must be uploaded to the City’s eBidding system. Within two (2) business days after the bid opening date, the first three (3) apparent low bidders must provide the City with the original bid security. Failure to submit the electronic version of the bid security at time of bid submission shall cause the bid to be rejected and deemed non-responsive. Only the three (3) apparent low bidders are required to submit original bid security to the City within two (2) business days after bid opening date. Failure to provide the original within two (2) business days may deem the bidder non-responsive. ENGINEER’S ESTIMATE All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is $3,840,000. TIME OF COMPLETION The Contractor shall complete the Work within the time set in the contract as defined in the General Provisions Section 6-7. SPECIALTY CONTRACTORS: ACCEPTABLE LICENSE TYPES Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. Where federal funds are involved the contractor shall be properly licensed at the time the contract is awarded. In all other cases the contractor shall state their license number, expiration date and classification in the proposal, under penalty of perjury. This invitation to bid does not use federal funds. The following classifications are acceptable for this contract: A - General Engineering. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 11 of 151 ESCROW AGREEMENT If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of the usual 5% retention from each payment, these documents must be completed and submitted with the signed contract. The escrow agreement may not be substituted at a later date. OBTAINING PLANS AND SPECIFICATIONS Sets of plans, various supplemental provisions, and Contract documents may be obtained from the City of Carlsbad website at https://www.carlsbadca.gov/departments/finance/contracting-purchasing Paper copies will not be sold. INTENT OF PLANS AND SPECIFICATIONS Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, specifications or other contract documents, or finds discrepancies in or omissions from the drawings and specifications may submit to the Engineer a written request for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer a copy of which will be mailed or delivered to each person receiving a set of the contract documents. No oral response will be made to such inquiry. Prior to the award of the contract, no addition to, modification of or interpretation of any provision in the contract documents will be given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. No bidder may rely on directions given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. BIDDER’S INQUIRIES Questions on the bid documents during the bid period shall be submitted in writing, via the eBidding website. Questions shall be definite and certain and shall reference applicable drawing sheets, notes, details or specification sheets. The deadline to submit questions is December 12, 2025, at 5 p.m. No questions will be entertained after that date. The answers to questions submitted during the bidding period will be published in an addendum and provided to those bidding on the project no later than December 18, 2025. REJECTION OF BIDS The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. PREVAILING WAGE TO BE PAID The general prevailing rate of wages for each craft or type of worker needed to execute the Contract shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy of applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers employed by him or her in the execution of the Contract. The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5 of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 12 of 151 and Subcontracting Fair Practices Act." The City Engineer is the City’s "duly authorized officer" for the purposes of section 4107 and 4107.5. The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall apply to the Contract for work. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code or engage in the performance of any contract for public work, unless currently registered and qualified to perform public work pursuant to Section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. The Prime Contractor and all subcontractors shall comply with Section 1776 of the Labor Code, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection. Contractor shall require all subcontractors to comply with Section 1776. CALIFORNIA AIR RESOURCES BOARD (CARB) ADVANCED CLEAN FLEETS REGULATIONS Contractor’s vehicles with a gross vehicle weight rating greater than 8,500 lbs. and light-duty package delivery vehicles operated in California may be subject to the California Air Resources Board (CARB) Advanced Clean Fleets regulations. Such vehicles may therefore be subject to requirements to reduce emissions of air pollutants. For more information, please see Appendix F and visit the CARB Advanced Clean Fleets webpage at https://ww2.arb.ca.gov/our-work/programs/advanced-clean-fleets. PRE BID MEETING A pre-bid meeting will not be held. UNIT PRICES AND COMPUTATION OF BIDS All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this proposal, times the unit price as submitted by the bidder. ADDENDA Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid. BOND AND INSURANCE REQUIREMENTS The Contractor shall provide bonds to secure faithful performance and warranty of the work in an amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to one hundred percent (100%) of the total amount payable by the terms of the contract. These bonds shall be kept in full force and effect during the course of this project and shall extend in full force and effect and be retained by the City until they are released as stated in the General Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be accompanied by the following documents: Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 13 of 151 November 18, 2025 1. An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2. A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the City may require copies of the insurer's most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the insurer's receipt of a request to submit the statements. Insurance is to be placed with insurers that: 1. Have a rating in the most recent Best's Key Rating Guide of at least A-:VII 2. Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner. Auto policies offered to meet the specification of this contract must: 1. Meet the conditions stated above for all insurance companies. 2. Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. Workers' compensation insurance required under this contract must be offered by a company meeting the above standards with the exception that the Best's rating condition is waived. The City does accept policies issued by the State Compensation Fund meeting the requirement for workers' compensation insurance. The Contractor shall be required to maintain insurance as specified in the Contract. Any additional cost of said insurance shall be included in the bid price. The award of the contract by the City is contingent upon the Contractor submitting the required bonds and insurance, as described in the contract, within twenty days of bid opening. If the Contractor fails to comply with these requirements, the City may award the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. BUSINESS LICENSE The prime contractor and all subcontractors are required to have and maintain a valid City of Carlsbad Business License for the duration of the contract. Approved by the City Council of the City of Carlsbad, California, by Resolution No. 2025-xxx, adopted on the 18th day of November 2025. Date Graham Jordan, Deputy Clerk Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 14 of 151 CITY OF CARLSBAD POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION PROJECT NOS. 5503-26 AND 5548-D CONTRACTOR'S PROPOSAL City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 The undersigned declares he/she has carefully examined the location of the work, read the Notice Inviting Bids, examined the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto, and hereby proposes to furnish all labor, materials, equipment, transportation, and services required to do all the work to complete Contract Nos. 5503-26 and 5548-D in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment therefore the following unit prices for each item complete, to wit as described in Section 9-4 Bid Item Descriptions and the Contract Documents: Bid Schedule A – Poinsettia Lane Sewer Improvements Item No. Item Description Unit Quantity Unit Price Total Amount A-1 Mobilization, not to exceed 10% LS 1 A-2 Traffic Control Plan Preparation, Implementation and Maintenance LS 1 A-3 Tier II SWPPP Preparation, Implementation and Maintenance LS 1 A-4 Sewer By-Pass System LS 1 A-5 Groundwater Dewatering Permitting and Plan LS 1 A-6 Groundwater Dewatering Implementation LS 1 A-7 Excavation Support System LS 1 A-8 Deep Excavation Support System Design, Permitting and Implementation LS 1 A-9 Utility Potholing and Locating LS 1 A-10 Remove and Replace Storm Drains Within Trench Zone LS 1 A-11 Remove Existing 12-Inch Sewer and Construct 15-Inch Sewer Main, STA 16+50 to STA 22+30 LF 580 Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 15 of 151 Item No. Item Description Unit Quantity Unit Price Total Amount A-12 Remove Existing 12-Inch Sewer and Construct 15-Inch Sewer Main, STA 22+30 to STA 25+58 LF 328 A-13 Remove Existing 12-Inch Sewer and Construct 18-Inch Sewer Main, STA 0+00 to STA 16+50 LF 1,650 A-14 Over-excavation and Backfill CY 230 A-15 Modify and Rehabilitate Existing Sewer Manhole EA 10 A-16 Trench Resurfacing LF 2,560 A-17 Remove and Replace Decorative Median Concrete SF 480 A-18 Replace Pavement Marking and Striping LS 1 Total amount of bid (in figures) for Schedule “A”: $ Total amount of bid (in words) for Schedule “A”: Bid Schedule B – Bressi Sewer Manhole Rehabilitation Item No. Item Description Unit Quantity Unit Price Total Amount B-1 Mobilization, not to exceed 10% LS 1 B-2 Traffic Control Plan Preparation, Implementation and Maintenance LS 1 B-3 Sewer By-Pass System LS 1 B-4 Remove Existing T-Lock Manhole Lining EA 16 B-5 Remove and Replace Manhole Channel and Bench EA 16 B-6 Epoxy Manhole Rehabilitation EA 25 B-7 Remove and Replace Manhole Frame, Cover and Concrete Collar EA 4 B-8 Poinsettia Lift Station Flow Meter Vault Injection Grout LS 1 Total amount of bid (in figures) for Schedule “B”: $ Total amount of bid (in words) for Schedule “B”: Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 16 of 151 Total Bid Price, Schedules A + B (in numbers): $ Total Bid Price, Schedules A + B (in words): $ The Agency shall determine the low Bid based on the sum of both Bid schedules. The Agency has the right to reject any or all Bids or to waive any irregularities or informalities in any Bids or in the Bidding process. Price(s) given above are firm for 90 days after the date of bid opening. Addendum(a) No(s). ___________________ has/have been received and is/are included in this proposal. The Undersigned has carefully checked all of the above figures and understands that the City will not be responsible for any error or omission on the part of the Undersigned in preparing this bid. The Undersigned agrees that in case of default in executing the required Contract with necessary bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, the City may administratively authorize award of the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do business or act in the capacity of a contractor within the State of California, validly licensed under license number _________________________, classification ________________ which expires on _____________________, and Department of Industrial Relations PWC registration number ___________________________________ which expires on ____________________, and that this statement is true and correct and has the legal effect of an affidavit. A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City § 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. However, at the time the contract is awarded, the contractor shall be properly licensed. The Undersigned bidder hereby represents as follows: 1. That no Council member, officer agent, or employee of the City of Carlsbad is personally interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted him/her to enter into this Contract, excepting only those contained in this form of Contract and the papers made a part hereof by its terms; and 2. That this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair and without collusion or fraud. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 17 of 151 Accompanying this proposal is ______________________________ (Cash, Certified Check, Bond or Cashier's Check) for ten percent (10%) of the amount bid. The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code and agrees to comply with such provisions before commencing the performance of the work of this Contract and continue to comply until the contract is complete. The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative to the general prevailing rate of wages for each craft or type of worker needed to execute the Contract and agrees to comply with its provisions. IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: (1) Name under which business is conducted _____________________________________ (2) Signature (given and surname) of proprietor ____________________________________ (3) Place of Business ________________________________________________________ (Street and Number) City and State _____________________________________________________________ (4) Zip Code ___________________ Telephone No. _________________________________ (5) E-Mail ___________________________________________________________________ IF A PARTNERSHIP, SIGN HERE: (1) Name under which business is conducted _______________________________________ (2) Signature (given and surname and character of partner) (Note: Signature must be made by a general partner) _________________________________________________________________________ _________________________________________________________________________ (3) Place of Business __________________________________________________________ (Street and Number) City and State _____________________________________________________________ (4) Zip Code ___________________ Telephone No. _________________________________ (5) E-Mail ___________________________________________________________________ Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 18 of 151 IF A CORPORATION, SIGN HERE: (1) Name under which business is conducted _______________________________________ __________________________________________________________________________ (2) _________________________________________________________________________ (Signature) ____________________________________________________________________________ (Title) Impress Corporate Seal here (3) Incorporated under the laws of the State of _______________________________________ (4) Place of Business ________________________________________________________ (Street and Number) City and State _____________________________________________________________ (5) Zip Code _____________________ Telephone No. _______________________________ (6) E-Mail ___________________________________________________________________ NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED List below names of president, vice president, secretary and assistant secretary, if a corporation; if a partnership, list names of all general partners, and managing partners: ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ ____________________________________ ___________________________________ Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 19 of 151 BID SECURITY FORM (Check to Accompany Bid) POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D (NOTE: The following form shall be used if check accompanies bid.) Accompanying this proposal is a *Certified *Cashier’s check payable to the order of City of Carlsbad, in the sum of _______________________________________ dollars ($________________), this amount being ten percent (10%) of the total amount of the bid. The proceeds of this check shall become the property of the City provided this proposal shall be accepted by the City through action of its legally constituted contracting authorities and the undersigned shall fail to execute a contract and furnish the required Performance, Warranty and Payment Bonds and proof of insurance coverage within the stipulated time; otherwise, the check shall be returned to the undersigned. The proceeds of this check shall also become the property of the City if the undersigned shall withdraw his or her bid within the period of fifteen (15) days after the date set for the opening thereof, unless otherwise required by law, and notwithstanding the award of the contract to another bidder. _______________________________________ _______________________________________ BIDDER _________________ *Delete the inapplicable word. (NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall be executed--the sum of this bond shall be not less than ten percent (10%) of the total amount of the bid.) Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 20 of 151 BIDDER'S BOND TO ACCOMPANY PROPOSAL POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D KNOW ALL PERSONS BY THESE PRESENTS: That we, _______________________________________________________, as Principal, and _____________________________________, as Surety are held and firmly bound unto the City of Carlsbad, California, in an amount as follows: (must be at least ten percent (10%) of the bid amount) __________________________ for which payment, well and truly made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the above-bounden Principal for: POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D in the City of Carlsbad, is accepted by the City Council, and if the Principal shall duly enter into and execute a Contract including required bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, being duly notified of said award, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. In the event Principal executed this bond as an individual, it is agreed that the death of Principal shall not exonerate the Surety from its obligations under this bond. SIGNED AND SEALED, this ____________ day of ___________________________, 20_____ ________________________________(SEAL) _____________________________(SEAL) (Principal) (Surety) By: __________________________________ By: ________________________________ (Signature) (Signature) __________________________________ ________________________________ (Print Name/Title) (Print Name/Title) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY – ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CINDIE K. McMAHON City Attorney By: __________________________________ Assistant City Attorney Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 21 of 151 GUIDE FOR COMPLETING THE “DESIGNATION OF SUBCONTRACTORS” FORM REFERENCES Prior to preparation of the following “Subcontractor Disclosure Form” Bidders are urged to review the definitions in section 1-2 of the General Provisions to this Contract, especially, “Bid”, “Bidder”, “Contract”, “Contractor”, “Contract Price”, “Contract Unit Price”, “Engineer”, “Own Organization”, “Subcontractor”, and “Work”. Bidders are further urged to review sections 2-3 SUBCONTRACTS of the General Provisions. CAUTIONS This form will be used by the Agency to determine the percentage of work that the Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct information may result in rejection of the bid as non-responsive. Any bid that proposes performance of more than 50 percent of the work by subcontractors or otherwise to be performed by forces other than the Bidder’s own organization will be rejected as non-responsive. Specialty items of work that may be so designated by the Engineer on the “Contractor’s Proposal” are not included in computing the percentage of work proposed to be performed by the Bidder. INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every subcontractor whom the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor licensed as a contractor by the State of California whom the Bidder proposes to specially fabricate and install any portion of the work or improvement according to detailed drawings contained in the plans and specifications in excess of one-half of one percent (0.5%) of the Bidder’s total bid or, in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be set forth and included as an integral part of the bid offer. The Designation of Subcontractors form must be submitted as a part of the Bidder’s sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non-responsive. Suppliers of materials from sources outside the limits of work are not subcontractors. The value of materials and transport of materials from sources outside the limits of work, as shown on the plans, shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor-installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to be performed by the Subcontractor installing said item. When a Subcontractor has a Carlsbad business license, the number must be entered on the proper form. If the Subcontractor does not have a valid business license, enter “NONE” in the appropriate space. When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of a bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The explanation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 22 of 151 Determination of the subcontract amounts for purposes of award of the contract shall be determined by the City Council in conformance with the provisions of the contract documents and the various supplemental provisions. The decision of the City Council shall be final. Contractor is prohibited from performing any work on this project with a subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or 1777.7. Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 23 of 151 DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in this list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contract Code, "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder’s total bid, or in the case of bids or offers for construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. SUBCONTRACTOR’S BID ITEMS Portion of Work Subcontractor Name and Location of Business Phone No. and Email Address DIR Registration No. Subcontractor’s License No. and Classification* Amount of Work by Subcontractor in Dollars* Page _____ of _____ pages of this Subcontractor Designation form _________________ * Pursuant to section 4104 (a)(3)(A) California Public Contract Code, receipt of the information preceded by an asterisk may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the “Notice Inviting Bids.” Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 24 of 151 BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D The Bidder is required to state what work of a similar character to that included in the proposed Contract he/she has successfully performed and give references, with telephone numbers, which will enable the City to judge his/her responsibility, experience and skill. An attachment can be used. The bidder shall demonstrate at least five years of experience successfully completing sewer gravity main installations and shall demonstrate successful completion of at least three projects involving sewer gravity main construction and manhole rehabilitation with a value of $1,500,000 or greater and similar in scope and size to the Work of the proposed Contract. Bidder must also submit the qualifications of its Representatives in accordance with Section 7-6. The proposal shall be deemed non-responsive if the required technical ability and experience for the Bidder or its representative is not demonstrated. Date Contract Completed Name and Address of the Employer Name and Phone No. of Person to Contract Type of Work Amount of Contract Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 25 of 151 BIDDER’S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS’ LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS’ COMPENSATION (To Accompany Proposal) POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D As a required part of the Bidder’s proposal the Bidder must attach either of the following to this page. 1) Certificates of insurance showing conformance with the requirements herein for each of: Comprehensive General Liability Automobile Liability Workers Compensation Employer’s Liability 2) Statement with an insurance carrier’s notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer’s Liability in conformance with the requirements herein and Certificates of insurance to the Agency showing conformance with the requirements herein. All certificates of insurance and statements of willingness to issue insurance for auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated in The Notice Inviting Bids and the General Provisions for this project for each insurance company that the Contractor proposes. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 26 of 151 BIDDER'S STATEMENT RE DEBARMENT (To Accompany Proposal) POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D 1) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another jurisdiction in the State of California? ______ ______ yes no 2) If yes, what was/were the name(s) of the agency(ies) and what was/were the period(s) of debarment(s)? Attach additional copies of this page to accommodate more than two debarments. party debarred agency period of debarment party debarred agency period of debarment BY CONTRACTOR: (name of Contractor) By: (sign here) (print name/title) Page _____ of _____ pages of this Re Debarment form Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 27 of 151 BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within 10 years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826. 1) Have you ever had your contractor’s license suspended or revoked by the California Contractors’ State License Board two or more times within an eight year period? ______ ______ yes no 2) Has the suspension or revocation of your contractor’s license ever been stayed? ______ ______ yes no 3) Have any subcontractors that you propose to perform any portion of the Work ever had their contractor’s license suspended or revoked by the California Contractors’ State License Board two or more times within an eight year period? ______ ______ yes no 4) Has the suspension or revocation of the license of any subcontractor’s that you propose to perform any portion of the Work ever been stayed? ______ ______ yes no 5) If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party disciplined, the date of and violation that the disciplinary action pertains to, describe the nature of the violation and the disciplinary action taken therefore. (If needed attach additional sheets to provide full disclosure.) Page _____ of _____ pages of this Disclosure of Discipline form Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 28 of 151 BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) (To Accompany Proposal) POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D 6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party whose discipline was stayed, the date of the violation that the disciplinary action pertains to, describe the nature of the violation and the condition (if any) upon which the disciplinary action was stayed. (If needed attach additional sheets to provide full disclosure.) BY CONTRACTOR: (name of Contractor) By: (sign here) (print name/title) Page _____ of _____ pages of this Disclosure of Discipline form Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 29 of 151 NONCOLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID PUBLIC CONTRACT CODE SECTION 7106 POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D The undersigned declares: I am the ____________ of ______________, the party making the foregoing bid. The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ___________________________, 20____ at _________ [city], ________ [state]. ________________________________________________ Signature of Bidder Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 30 of 151 CONTRACT PUBLIC WORKS This agreement is made this ____________ day of ____________________________, 2026, by and between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"), and __________________________________ whose principal place of business is _______________________________________________ (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503 AND 5548 (hereinafter called "project") 2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equipment, and personnel to perform the work specified by the Contract Documents. 3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids, Contractor's Proposal, Bidder's Bond, Noncollusion Declaration, Designation of Subcontractors, Technical Ability and Experience, Bidder’s Statement Re Debarment, Escrow Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specifications and General Provisions, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated herein by this reference. Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indicated, specified, and implied by the Contract Documents. Any items of work not indicated or specified, but which are essential to the completion of the work, shall be provided at the Contractor's expense to fulfill the intent of said documents. In all instances through the life of the Contract, the City will be the interpreter of the intent of the Contract Documents, and the City’s decision relative to said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials suppliers of this condition of the Contract will not relieve responsibility of compliance. 4. Payment. For all compensation for Contractor's performance of work under this Contract, City shall make payment to the Contractor per section 9-3 PAYMENT of the General Provisions section of this contract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. The City shall withhold retention as required by Public Contract Code Section 9203. 5. Independent Investigation. Contractor has made an independent investigation of the jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the work and is aware of those conditions. The Contract price includes payment for all work that may be done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any information that may have been furnished to Contractor by City about Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 31 of 151 underground conditions or other job conditions is for Contractor's convenience only, and City does not warrant that the conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground conditions and has not relied on information furnished by City. 6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging trenches or other excavations that extend deeper than four feet below the surface Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any: A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste, as defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those indicated. C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in this contract. In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time required for, performance of any part of the work, contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. 7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors, and consultants that are included in this Contract. 8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates is on file in the office of the City Engineer and is incorporated by reference herein. Pursuant to California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post copies of all applicable prevailing wages on the job site. Contractor shall comply with California Labor Code, section 1776, which generally requires keeping accurate payroll records, verifying and certifying payroll records, and making them available for inspection. Contractor shall require all subcontractors to comply with Section 1776. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 32 of 151 9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connection with the performance of the Contract or work; or from any failure or alleged failure of Contractor to comply with any applicable law, rules or regulations including those relating to safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except for loss or damage caused by the sole or active negligence or willful misconduct of the City. The expenses of defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other dispute resolution method. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. 10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City of Carlsbad’s policy for insurance as stated in City Council Policy # 70. (A) Coverages and Limits Contractor shall maintain the types of coverages and minimum limits indicted herein: a. Commercial General Liability (GLC) Insurance: Insurance written on an “occurrence” basis, including products-completed operations, personal & advertising injury, with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. b. Business Automobile Liability Insurance: $2,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non- owned or hired, and whether scheduled or non-scheduled. c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California and Employers’ Liability limits of $1,000,000 per incident. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City. (B) Additional Provisions: Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers’ Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 33 of 151 a. The City, its officials, employees and volunteers are to be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the contractor; premises owned, leased, hired or borrowed by the contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, employees or volunteers. All additional insured endorsements must be evidenced using separate documents attached to the certificate of insurance; one for each company affording general liability, and employers’ liability coverage. b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers. d. Coverage shall state that the contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (C) Notice of Cancellation. Each insurance policy required by this agreement shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after ten (10) days' prior written notice has been sent to the City by certified mail, return receipt requested. (D) Deductibles and Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured retention levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. (E) Waiver of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees. (F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein. (G) Acceptability of Insurers. Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:VII. Insurers must also be authorized to transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by City Council Policy # 70. (H) Verification of Coverage. Contractor shall furnish the City with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 34 of 151 by the City and are to be received and approved by the City before the Contract is executed by the City. (I) Cost of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid. 11. Claims and Lawsuits. All claims by Contractor shall be resolved in accordance with Public Contract Code section 9204, which is incorporated by reference. A copy of Section 9204 is included in Section 3 of the General Provisions. In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is included in Section 3 of the General Provisions. In the event of a conflict between Section 9204 and Article 1.5, Section 9204 shall apply. Notwithstanding the provisions of this section of the contract, all claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. (A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City must be asserted as part of the contract process as set forth in this agreement and not in anticipation of litigation or in conjunction with litigation. (B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and the Contractor may be subject to criminal prosecution. (C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. (D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. (E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may be prevented from further bidding on public contracts for a period of up to five years. (F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference. (G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by another jurisdiction is grounds for the City Council of the City of Carlsbad to disqualify the Contractor or subcontractor from participating in future contract bidding. (H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement is San Diego County, California. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 35 of 151 I have read and understand all provisions of Section 11 above. ________ init ________ init 12. Maintenance of Records. Contractor shall maintain and make available at no cost to the City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does not maintain the records at Contractor's principal place of business as specified above, Contractor shall so inform the City by certified letter accompanying the return of this Contract. Contractor shall notify the City by certified mail of any change of address of such records. 13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720 of the Labor Code are incorporated herein by reference. 14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted for any monies withheld by the City to secure performance of this contract for any obligation established by this contract. Any other security that is mutually agreed to by the Contractor and the City may be substituted for monies withheld to ensure performance under this Contract. 15. Unfair Business Practices. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties. 16. Provisions Required by Law Deemed Inserted. Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and included herein, and if, through mistake or otherwise, any such provision is not inserted, or is not correctly inserted, then upon application of either party, the Contract shall forthwith be physically amended to make such insertion or correction. /// /// /// /// /// /// /// /// Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 36 of 151 17. Additional Provisions. Any additional provisions of this agreement are set forth in the "General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof. NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED (CORPORATE SEAL) CONTRACTOR: (name of Contractor) By: (sign here) (print name and title) By: (sign here) (print name and title) CITY OF CARLSBAD, a municipal corporation of the State of California By: KEITH BLACKBURN, Mayor ATTEST: SHERRI FREISINGER, City Clerk President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under the corporate seal empowering that officer to bind the corporation. APPROVED AS TO FORM: CINDIE K. McMAHON City Attorney By: Assistant City Attorney Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 37 of 151 LABOR AND MATERIALS BOND WHEREAS, the City Council of the City of Carlsbad located in the State of California has awarded to ________________________________________________________ (hereinafter designated as the "Principal"), a Contract for: POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon or about the performance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, WE, _____________________ as Principal, (hereinafter designated as the "Contractor"), and _______________________________________________________ as Surety, are held firmly bound unto the City of Carlsbad in the sum __________________, said sum being an amount equal to: One hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor or his/her subcontractors fail to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind, consistent with California Civil Code section 9100, or for amounts due under the Unemployment Insurance Code with respect to the work or labor performed under this Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to section 13020 of the Unemployment Insurance Code with respect to the work and labor, that the Surety will pay for the same, and, also, in case suit is brought upon the bond, reasonable attorney's fees, to be fixed by the court consistent with California Civil Code section 9554. This bond shall inure to the benefit of any of the persons named in California Civil Code section 9100, so as to give a right of action to those persons or their assigns in any suit brought upon the bond. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed hereunder or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 38 of 151 In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. SIGNED AND SEALED, this ______________ day of __________________________, 20____ _______________________________(SEAL) _____________________________(SEAL) (Principal) (Surety) By: _________________________________ By: ________________________________ (Signature) (Signature) __________________________________ ________________________________ (Print Name & Title) (Print Name & Title) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY – ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CINDIE K. McMAHON City Attorney By: _________________________________ Assistant City Attorney Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 39 of 151 FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City Council of the City of Carlsbad, State of California has awarded to _____________________________________________________ (hereinafter designated as the "Principal"), a Contract for: POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond for the faithful performance and warranty of said Contract; NOW, THEREFORE, WE, _____________________ as Principal, (hereinafter designated as the "Contractor"), and _______________________________________________________ as Surety, are held firmly bound unto the City of Carlsbad in the sum __________________, said sum being an amount equal to: One hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the Contract and any alteration thereof made as therein provided on their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Carlsbad, its officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed there under or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 40 of 151 In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. SIGNED AND SEALED, this ______________ day of __________________________, 20____ _______________________________(SEAL) _____________________________(SEAL) (Principal) (Surety) By: _________________________________ By: ________________________________ (Signature) (Signature) __________________________________ ________________________________ (Print Name & Title) (Print Name & Title) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY – ATTACH ATTORNEY-IN-FACT CERTIFICATE) APPROVED AS TO FORM: CINDIE K. McMAHON City Attorney By: _________________________________ Assistant City Attorney Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 41 of 151 OPTIONAL ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between the City of Carlsbad whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and ___________________________________________________________, whose address is _________________________________________________________________ hereinafter called "Contractor" and ___________________________________________________, whose address is ________________________________________ hereinafter called "Escrow Agent." For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows: 1. Pursuant to section 22300 of the Public Contract Code of the State of California, the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention earnings required to be withheld by the City pursuant to the Construction Contract entered into between the City and Contractor for: POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D in the amount of ___________________________ dated ______________ (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The market value of the securities at the time of the substitution shall be a least equal to the cash amount then required to be withheld as retention under the terms of the contract between the City and Contractor. Securities shall be held in the name of the City and shall designate the Contractor as the beneficial owner. 2. The City shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. 3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly. 4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be determined by the City, Contractor and Escrow Agent. 5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City. Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 42 of 151 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor. 7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City. 8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. 9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as set forth above. 10. The names of the persons who are authorized to give written notices or to receive written notice on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows: For City: Title FINANCE DIRECTOR Name Signature Address 1635 Faraday Avenue, Carlsbad, CA 92008For Contractor: Title Name Signature Address For Escrow Agent: Title Name Signature Address Revised 6/12/18 Contract Nos. 5503-26 and 5548-D Page 43 of 151 At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. For City: Title MAYOR Name Signature Address 1200 Carlsbad Village Drive, Carlsbad, CA 92008 For Contractor: Title Name Signature Address For Escrow Agent: Title Name Signature Address Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 44 of 151 GENERAL PROVISIONS FOR POINSETTIA LANE SEWER IMPROVEMENTS AND BRESSI SEWER MANHOLE REHABILITATION CONTRACT NOS. 5503-26 AND 5548-D CITY OF CARLSBAD BIDDERS ARE ADVISED THAT THIS SECTION REPLACES PART 1, GENERAL PROVISIONS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS 1-1 TERMS. Unless otherwise stated, the words directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer. 1-1.1 Reference to Drawings. Where words “shown”, “indicated”, “detailed”, “noted”, “scheduled”, or words of similar import are used, it shall be understood that reference is made to the plans accompanying these provisions, unless stated otherwise. 1-1.2 Directions. Where words “directed”, “designated”, “selected”, or words of similar import are used, it shall be understood that the direction, designation or selection of the Engineer is intended, unless stated otherwise. The word “required” and words of similar import shall be understood to mean “as required to properly complete the work as required and as approved by the Engineer,” unless stated otherwise. 1-1.3 Equals and Approvals. Where the words “equal”, “approved equal”, “equivalent”, and such words of similar import are used, it shall be understood such words are followed by the expression “in the opinion of the Engineer”, unless otherwise stated. Where the words “approved”, “approval”, “acceptance”, or words of similar import are used, it shall be understood that the approval, acceptance, or similar import of the Engineer is intended. 1-1.4 Perform. The word “perform” shall be understood to mean that the Contractor, at its expense, shall perform all operations, labor, tools and equipment, and further, including the furnishing and installing of materials that are indicated, specified or required to mean that the Contractor, at its expense, shall furnish and install the work, complete and in-place and ready to use, including furnishing of necessary labor, materials, tools, equipment, and transportation. 1-2 DEFINITIONS. The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 45 of 151 Addendum – Written or graphic instrument issued prior to the opening of Bids which clarifies, corrects, or changes the bidding or Contract Documents. The term Addendum shall include bulletins and all other types of written notices issued to potential bidders prior to opening of Bids. Agency – The City of Carlsbad, California and/or the Carlsbad Municipal Water District. Agreement – See Contract. Assessment Act Contract – A Contract financed by special assessments authorized under a State Act or procedural ordinance of a City or County. Average Sound Level – The level, in decibels, of the mean-square A-weighted sound pressure during a stated time period, with reference to the square of the standard reference sound pressure of 20 micropascals. The "average sound level" is equivalent to the industry standard Leq. See Equivalent Continuous Sound Level. Base – A layer of specified material of planned thickness placed immediately below the pavement or surfacing. Bid – The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work. Bidder – Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative. Board – The officer or body constituting the awarding authority of the Agency, which is the City Council for the City of Carlsbad or the Board of Directors of Carlsbad Municipal Water District. Bond – Bid, performance, and payment bond or other instrument of security. Caltrans – The State of California, Department of Transportation. Cash Contract – A Contract financed by means other than special assessments. Certificate of Compliance – A written document signed and submitted by a supplier or manufacturer that certifies that the material or assembled material supplied to the Work site conforms to the requirements of the Contract Documents. Change Order – A written order to the Contractor signed by the Agency directing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued after the effective date of the Contract. A Change Order may or may not also be signed by the Contractor. Code – The terms Government Code, Labor Code, etc., refer to codes of the State of California. Construction Manager– the Project Inspector’s immediate supervisor and first level of appeal for informal dispute resolution. Contract – The written agreement between the Agency and the Contractor covering the Work. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 46 of 151 Contract Documents – Including but not limited to; the Contract, any Addendum (which pertain to the Contract Documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the General Provisions, permits, the Technical Specifications, the Supplemental Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract. Contractor – The individual, partnership, corporation, joint venture, or other legal entity having a Contract with the Agency to perform the Work. In the case of work being done under permit issued by the Agency, the permittee shall be constructed to be the Contractor. The term “prime contractor” shall mean Contractor. Contract Time - The number of Working Days to complete the Work as specified in the Contract Documents. Contract Price – The total amount of money for which the Contract is awarded. Contract Unit Price – The amount stated in the Bid for a single unit of an item of work. County Sealer – The Sealer of Weights and Measures of the county in which the Contract is let. Critical Path – In the construction schedule, the sequence of activities that represents the longest path through the Project network of activities and the shortest possible Project duration. Days – Days shall mean consecutive calendar’s days unless otherwise specified. Decibel – A unit for measuring the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure, which is 20 micropascals. Defective Work - Work that does not conform to the requirements of the Contract Documents. Deputy City Engineer – The Engineering Manager of the Construction Management & Inspection Department, the Construction Manager’s immediate supervisor and the Engineer’s designated representative. The Deputy City Engineer is the second level of appeal for informal dispute resolution. Dispute Board – Persons designated by the City Manager of the City of Carlsbad or Executive Manager of the Carlsbad Municipal Water District, to hear and advise the City Manager on claims submitted by the Contractor. The City Manager for the City of Carlsbad or the Executive Manager for the Carlsbad Municipal Water District is the last appeal level for informal dispute resolution. Disputed Work – Work in which the Agency and the Contractor are in disagreement. Electrolier – Street light assembly complete, including foundation, standard, luminaire arm, luminaire, etc. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 47 of 151 Engineer – The City Engineer of the City of Carlsbad or his/her approved representative. The Engineer is the third level of appeal for informal dispute resolution. Engineer of Record/Design Engineer – A registered professional engineer licensed in the State of California who is qualified to act as an agent of a project owner or to prepare plans for facilities to be accepted by the City of Carlsbad. The term includes persons licensed in the State of California as Civil Engineers or Structural Engineers. Equivalent Continuous Sound Level (Leq) – The average sound level which, over a given period of time, has the same total energy as the fluctuating noise and is also known as the time-average sound level. Extra Work – New or unforeseen work not covered by a Contract Unit Price or Stipulated Unit Price. Float – The number of days by which an activity in the construction schedule may be delayed from either its earliest start date or earliest completion date without extending the Contract Time (total float). Total float belongs to the Project and to any Party to accommodate changes in the Work or to mitigate the effect of events which may delay completion. Holiday – Holidays and the days observed are listed below. If a holiday falls on a Saturday, the holiday is observed on the preceding Friday. If the holiday falls on a Sunday, it is observed the following Monday. Unless specified otherwise in the Contract Documents or authorized by the Engineer, do not work on holidays. New Year’s Day January 1 Martin Luther King Day 3rd Monday in January Presidents’ Day 3rd Monday in February Memorial Day Last Monday in May Independence Day July 4 Labor Day 1st Monday in September Indigenous People’s Day 2nd Monday in October Veteran’s Day November 11 Thanksgiving Day 4th Thursday in November Thanksgiving Friday Day after Thanksgiving Christmas Day December 25 House Connection Sewer – A sewer, within a public street or right-of-way, proposed to connect any parcel, lot, or part of a lot with a mainline sewer. House Sewer – A sewer, wholly within private property, proposed to connect any building to a house connection sewer. Luminaire – The lamp housing including the optical and socket assemblies (and ballast if so specified). Luminaire Arm – The structural member, bracket, or mast arm, which, mounted on the standard, supports the luminaire. Minor Bid Item – a single contract item constituting less than 10 percent (10%) of the original Contract Price bid. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 48 of 151 Modification – Includes Change Orders and Supplemental Agreements. A Modification may only be used after the effective date of the Contract. Night Work – See Working Night. Notice of Award – The written notice by the Agency to the successful Bidder stating that upon compliance by it with the required conditions, the Agency will execute the Contract. Notice to Proceed – A written notice given by the Agency to the Contractor fixing the date on which the Contract time will start. Own Organization - When used in Sections 2-3.1 and 2-3.2 – Employees of the Contractor who are hired, directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further, such employees have their employment taxes, State disability insurance payments, State and Federal income taxes paid and administered, as applicable, by the Contractor. Further, “own organization” means construction equipment that the Contractor owns or leases and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an operator is not part of the Contractor's Own Organization and will not be included for the purpose of compliance with Sections 2-3.1 and 2-3.2. Person – Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity. Plans – The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Private Contract – Work subject to Agency inspection, control, and approval, involving private funds, not administered by the Agency. Project Inspector – the Engineer’s designated representative for inspection, contract administration and first level for informal dispute resolution. Proposal – See Bid. Reference Specifications – Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date. Roadway – The portion of a street reserved for vehicular use. Service Connection – Service connections are all or any portion of the conduit, cable, or duct, including meter, between a utility distribution line and an individual consumer. Sewer – Any conduit intended for the reception and transfer of sewage and fluid industrial waste. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 49 of 151 Shop Drawings – Drawings showing the details of manufactured or assembled products proposed to be incorporated into the Work. Sound Level – The weighted sound pressure level obtained using a sound level meter and frequency weighting network as provided in the American National Standards Institute (ANSI) specifications for sound level meters. "Sound level" means the same as "noise level." Special Provisions – Revisions to the Standard Specifications setting forth conditions and requirements peculiar to the Work. Specifications – General Provisions, Standard Specifications, Technical Specifications, Reference Specifications, Supplemental Provisions, and specifications in Supplemental Agreements between the Contractor and the Board. Standard – The shaft or pole used to support street lighting luminaire, traffic signal heads, mast arms, etc. Standard Plans – Details of standard structures, devices, or instructions referred to on the Plans or in Specifications by title or number. Standard Specifications – The Standard Specifications for Public Works Construction (SSPWC), the “Greenbook”. State – State of California. Stipulated Unit Price – Unit prices established by the Agency in the Contract Documents. Storm Drain – Any conduit and appurtenances intended for the reception and transfer of storm water. Street – Any road, highway, parkway, freeway, alley, walk, or way. Subbase – A layer of specified material of planned thickness between a base and the subgrade. Subcontractor – An individual, firm, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work. Subgrade – For roadways, that portion of the roadbed on which pavement, surfacing, base, subbase, or a layer of other material is placed. For structures, the soil prepared to support a structure. Supervision – Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the Agency in becoming a party to the Contract. Except as specifically stated herein, supervision by the Agency shall not mean active and direct superintendence of details of the Work. Supplemental Agreement – A written amendment of the Contract Documents signed by both parties. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 50 of 151 Supplemental Provisions – See Special Provisions. Surety – Any individual, firm, or corporation, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred. Tonne – Also referred to as “metric ton”. Represents a unit of measure in the International System of Units equal to 1,000 kilograms. Utility – Tracks, overhead or underground wires, pipelines, conduits, ducts, or structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or easement. Work – That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services. Working Drawings – Drawings showing the details not shown on the Plans which are required to be designed by the Contractor. Working Night – A period of night-time work, allowed only on Sunday through Thursday, excluding holidays. 1-3 ABBREVIATIONS. 1-3.1 General. The abbreviation herein, together with others in general use, are applicable to these Standard Specifications and to project Plans or other Contract Documents. All abbreviations and symbols used on Plans for structural steel construction shall conform to those given by the “Manual of Steel Construction” published by the American Institute of Steel Construction, Inc. 1-3.2 Common Usage Abbreviation Word or Words Abbreviation Word or Words ABAN .............................................................Abandon ABAND .......................................................Abandoned ABS ........................ Acrylonitrile – butadiene – styrene AC .................................................... Asphalt Concrete ACP ........................................... Asbestos cement pipe ACWS ..................... Asphalt concrete wearing surface ALT ................................................................Alternate APTS ................................. Apartment and Apartments AMER STD ................................... American Standard AWG ............... American Wire Gage (nonferrous wire) BC .................................................. Beginning of curve BCR ....................................... Beginning of curb return BDRY ............................................................Boundary BF ..................................................... Bottom of footing BLDG ........................................ Building and Buildings BM .............................................................. Benchmark BVC .................................... Beginning of vertical curve B/W ........................................................... Back of wall C/C ..................................................... Center to center CAB ...................................... Crushed aggregate base CAL/OSHA ............ California Occupational Safety and Health Administration CalTrans ....... California Department of Transportation CAP .................................... Corrugated aluminum pipe CB ............................................................. Catch Basin Cb ........................................................................ Curb CBP ............................... Catch Basin Connection Pipe CBR ....................................... California Bearing Ratio CCR ............................ California Code of Regulations CCTV ............................................... Closed Circuit TV CES .......................... Carlsbad Engineering Standards CF ................................................................ Curb face CF ................................................................ Cubic foot C&G .................................................... Curb and gutter CFR ................................ Code of Federal Regulations CFS ......................................... Cubic Feet per Second CIP ......................................................... Cast iron pipe CIPP ................................................ Cast-in place pipe CL ............................................. Clearance, center line CLF .................................................... Chain link fence Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 51 of 151 CMB ............................... Crushed miscellaneous base CMC ......................................... Cement mortar-coated CML ............................................ Cement mortar-lined CMWD .................... Carlsbad Municipal Water District CO .................................................... Cleanout (Sewer) COL ..................................................................Column COMM ....................................................... Commercial CONC ........................................................... Concrete CONN ........................................................ Connection CONST .................................. Construct, Construction COORD ...................................................... Coordinate CSP ............................................ Corrugated steel pipe CSD ............................... Carlsbad Standard Drawings CTB ............................................ Cement treated base CV ............................................................ Check valve CY ............................................................... Cubic yard D .............................................................. Load of pipe dB ................................................................... Decibels DBL .................................................................. Double DF ............................................................... Douglas fir DIA ................................................................ Diameter DIP ..................................................... Ductile iron pipe DL ................................................................Dead load DR ...................................................... Dimension Ratio DT .................................................................Drain Tile DWG ............................................................... Drawing DWY .............................................................. Driveway DWY APPR ................................... Driveway approach E ....................................................................... Electric EA ........................................................................ Each EC ............................................................ End of curve ECR ................................................ End of curb return EF ................................................................ Each face EG ......................................................... Edge of gutter EGL .................................................. Energy grade line EI ................................................................... Elevation ELC ..................................... Electrolier lighting conduit ELT ........................................................ Extra long ton ENGR ....................................... Engineer, Engineering EP ................................................... Edge of pavement ESMT ........................................................... Easement ETB .......................................... Emulsion-treated base EVC ............................................... End of vertical curb EWA ............................... Encina Wastewater Authority EXC ............................................................ Excavation EXP JT ................................................. Expansion joint EXST ............................................................... Existing F .................................................................. Fahrenheit F&C ................................................... Frame and cover F&I .................................................. Furnish and install FAB ............................................................... Fabricate FAS ............................................... Flashing arrow sign FD ............................................................... Floor drain FDN ............................................................ Foundation FED SPEC ................................. Federal Specification FG ........................................................ Finished grade FH ............................................................. Fire hydrant FL ................................................................... Flow line FS ...................................................... Finished surface FT-LB .........................................................Foot-pound FTG .................................................................. Footing FW ............................................................ Face of wall G ........................................................................... Gas GA ..................................................................... Gauge GAL ............................................... Gallon and Gallons GALV ......................................................... Galvanized GAR ........................................... Garage and Garages GIP .............................................. Galvanized iron pipe GL ........................................ Ground line or grade line GM .............................................................. Gas meter GNV ............................................... Ground Not Visible GP ..................................................................Guy pole GPM ................................................ gallons per minute GR ...................................................................... Grade GRTG ............................................................... Grating GSP ........................................... Galvanized steel pipe H ............................................................ High or height HB .................................................................. Hose bib HC ................................................... House connection HDWL ........................................................... Headwall HGL .............................................. Hydraulic grade line HORIZ .......................................................... Horizontal HP ............................................................. Horsepower HPG ................................................ High pressure gas HPS ................................ High pressure sodium (Light) HYDR ............................................................ Hydraulic IE ......................................................... Invert Elevation ID ........................................................ Inside diameter INCL ...............................................................Including INSP .............................................................Inspection INV ...................................................................... Invert IP .................................................................... Iron pipe JC ..................................................... Junction chamber JCT .................................................................Junction JS ..................................................... Junction structure JT ......................................................................... Joint L ........................................................................ Length LAB ............................................................. Laboratory LAT ................................................................... Lateral LB ...................................................................... Pound LD ..................................................... Local depression LF ................................................................ Linear foot LH ............................................................... Lamp hole LL ...................................................................Live load LOL .............................................................Layout line LONG ........................................................Longitudinal LP ................................................................ Lamp post LPS ................................. Low pressure sodium (Light) LS ................................................................ Lump sum LTS .................................................... Lime treated soil LWD ............................... Leucadia Wastewater District MAINT ..................................................... Maintenance MAX ............................................................. Maximum MCR ............................................ Middle of curb return MEAS ............................................................. Measure MH ................................... Manhole, maintenance hole MIL SPEC .................................... Military specification MISC ..................................................... Miscellaneous MOD ................................................... Modified, modify MON ............................................................ Monument MSL .. Mean Sea Level (Reg. Standard Drawing M-12) MTBM ......................... Microtunneling Boring Machine MULT ...............................................................Multiple MUTCD .....Manual on Uniform Traffic Control Devices MVL ............................................... Mercury vapor light NCTD .............................. North County Transit District Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 52 of 151 NRCP .............................. Nonreinforced concrete pipe OBS ...............................................................Obsolete OC ................................................................ On center OD ..................................................... Outside diameter OE .............................................................. Outer edge OHE ................................................ Overhead Electric OMWD ................. Olivenhain Municipal Water District OPP ...............................................................Opposite ORIG ................................................................Original PB ................................................................... Pull box PC .................................................... Point of curvature PCC ....................... Portland cement concrete or point of compound curvature PCVC ....................... Point of compound vertical curve PE ........................................................... Polyethylene PI .................................................. Point of intersection PL ............................................................. Property line PMB ............................ Processed miscellaneous base POC ...................................................... Point on curve POT .................................................... Point on tangent PP .............................................................. Power pole PRC .......................................... Point of reverse curve PRVC ............................ Point of reverse vertical curve PSI ......................................... Pounds per square inch PT .................................................... Point of tangency PVC .................................................. Polyvinyl chloride PVMT ........................................................... Pavement PVT R/W ....................................... Private right-of-way Q ........................ Rate of flow in cubic feet per second QUAD ....................................... Quadrangle, Quadrant R ....................................................................... Radius R&O ......................................................... Rock and oil R/W .......................................................... Right-of-way RA ...................................................... Recycling agent RAC ................................... Recycled asphalt concrete RAP ................................ Reclaimed asphalt pavement RBAC ............................. Rubberized asphalt concrete RC ................................................ Reinforced concrete RCB ...................................... Reinforced concrete box RCE ...................................... Registered civil engineer RCP ..................................... Reinforced concrete pipe RCV ........................................... Remote control valve REF ............................................................. Reference REINF ..............................Reinforced or reinforcement RES ...............................................................Reservoir RGE ........................ Registered geotechnical engineer ROW ....................................................... Right-of-Way RR ...................................................................Railroad RSE .............................. Registered structural engineer RTE .................................... Registered traffic engineer S .................................... Sewer or Slope, as applicable SCCP ............................... Steel cylinder concrete pipe SD ............................................................. Storm drain SDNR .............................. San Diego Northern Railway SDR ....... Standard thermoplastic pipe dimension ratio (ratio of pipe O.D. to minimum wall thickness) SDRSD ......... San Diego Regional Standard Drawings SE ...................................................... Sand Equivalent SEC .................................................................. Section SF ............................................................. Square foot SFM ................................................ Sewer Force Main SI ....................... International System of Units (Metric) SPEC ..................................................... Specifications SPPWC .......................................... Standard Plans for Public Works Construction SSPWC ............................. Standard Specifications for Public Works Construction ST HWY ................................................ State highway STA ................................................................... Station STD ............................................................... Standard STR ..................................................................Straight STR GR ................................................ Straight grade STRUC .......................................... Structural/Structure SW .................................................................Sidewalk SWD ...................................................... Sidewalk drain SY ............................................................ Square yard T .................................................................. Telephone TAN ................................................................. Tangent TC .............................................................. Top of curb TEL ............................................................. Telephone TF ........................................................... Top of footing TOPO ........................................................ Topography TR ........................................................................ Tract TRANS ......................................................... Transition TS ......................... Traffic signal or transition structure TSC ............................................. Traffic signal conduit TSS ........................................... Traffic signal standard TW ..............................................................Top of wall TYP .................................................................. Typical UE .............................................. Underground Electric USA .................................... Underground Service Alert VAR ..................................................... Varies, Variable VB ................................................................ Valve box VC .......................................................... Vertical curve VCP ................................................... Vitrified clay pipe VERT ............................................................... Vertical VOL .................................................................. Volume VWD ....................................... Vallecitos Water District W ........................ Water, Wider or Width, as applicable WATCH .............. Work Area Traffic Control Handbook WI ............................................................ Wrought iron WM ........................................................... Water meter WPJ .......................................... Weakened plane joint XCONN ............................................ Cross connection XSEC ..................................................... Cross section 1-3.3 Institutions. Abbreviation Word or Words AASHTO ............................. American Association of State Highway and Transportation Officials ACI .................................................................................................... American Concrete Institute AISC ...............................................................................American Institute of Steel Construction ANSI ................................................................................. American National Standards Institute Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 53 of 151 AREA ........................................................................ American Railway Engineering Association ASME ........................................................................ American Society of Mechanical Engineers ASQ ................................................................................................. American Society for Quality ASTM ........................................................................ American Society for Testing and Materials AWPA ............................................................................ American Wood Preservers Association AWS ................................................................................................... American Welding Society AWWA .................................................................................. American Water Works Association EEI ........................................................................................................... Edison Electric Institute EIA ...................................................................................................Electronic Industries Alliance EPA ......................................................................................... Environmental Protection Agency ETL ............................................................................................... Electrical Testing Laboratories FCC .................................................................................. Federal Communications Commission FHWA ......................................................................................... Federal Highway Administration GRI ............................................................................................ Geosynthetic Research Institute IEEE ................................................................... Institute of Electrical and Electronics Engineers IMSA ............................................................................International Municipal Signal Association ISSA ............................................................................ International Slurry Surfacing Association ITE ....................................................................................... Institute of Transportation Engineers NCHRP ........................................................... National Cooperative Highway Research Program NEMA .................................................................... National Electrical Manufacturers Association NSF .................................................................................................National Science Foundation OSHA ..................................................................Occupational Safety and Health Administration PPI .............................................................................................................. Plastics Pipe Institute RUS ............................................................................................................ Rural Utilities Service SAE ........................................................................................... Society of Automotive Engineers SSPC ........................................................................................... Society for Protective Coatings UL ................................................................................................. Underwriters' Laboratories Inc. 1-4 UNITS OF MEASURE. 1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal measurement system in these specifications. However, certain material specifications and test requirements contained herein use SI units specifically and conversions to U.S. Standard Measures may or may not have been included in these circumstances. When U.S. Standard Measures are not included in parenthesis, then the SI units shall control. S.I. units and U.S. Standard Measures in parenthesis may or may not be exactly equivalent. Reference is also made to ASTM E 380 for definitions of various units of the SI system and a more extensive set of conversion factors. 1-4.2 Units of Measure and Their Abbreviations. U.S. Customary Unit (Equal To) SI Unit (Abbreviations) (Abbreviations) 1 mil (=0.001 in) ....................................................................................25.4 micrometer (m) 1 inch (in) ..............................................................................................25.4 millimeter (mm) 1 inch (in) ..............................................................................................2.54 centimeter (cm) 1 foot (ft) ................................................................................................0.3048 meter (m) 1 yard (yd) .............................................................................................0.9144 meter (m) 1 mile (mi) .............................................................................................1.6093 kilometer (km) 1 square foot (ft2) ..................................................................................0.0929 square meter (m2) 1 square yard (yd2) ................................................................................0.8361 square meter (m2) 1 cubic foot (ft3) .....................................................................................0.0283 cubic meter (m3) 1 cubic yard (yd3) ..................................................................................0.7646 cubic meter (m3) Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 54 of 151 1 acre ....................................................................................................0.4047 hectare (ha) 1 U.S. gallon (gal) .................................................................................3.7854 Liter (L) 1 fluid ounce (fl. oz.) ..............................................................................29.5735 millileter (mL) 1 pound mass (lb) (avoirdupois) ...........................................................0.4536 kilogram (kg) 1 ounce mass (oz) .................................................................................0.02835 kilogram (kg) 1 Ton (=2000 lb avoirdupois) ................................................................0.9072 Tonne (= 907 kg) 1 Poise ..................................................................................................0.1 pascal . second (Pa . s) 1 centistoke (cs) ....................................................................................1 square millimeters per second (mm2/s) 1 pound force (lbf) .................................................................................4.4482 Newton (N) 1 pounds per square inch (psi) .............................................................6.8948 Kilopascal (kPa) 1 pound force per foot (lbf/ft) .................................................................1.4594 Newton per meter (N/m) 1 foot-pound force (ft-lbf).......................................................................1.3558 Joules (J) 1 foot-pound force per second ([ft-lbf]/s) ...............................................1.3558 Watt (W) 1 part per million (ppm) .........................................................................1 milligram/liter (mg/L) Temperature Units and Abbreviations Degree Fahrenheit (°F): ........................................................................Degree Celsius (°C): °F = (1.8 x °C) + 32 ...............................................................................°C = (°F – 32)/1.8 SI Units (abbreviation) Commonly Used in Both Systems 1 Ampere (A) 1 Volt (V) 1 Candela (cd) 1 Lumen (lm) 1 second (s) Common Metric Prefixes kilo (k) ....................................................................................................103 centi (c)..................................................................................................10-2 milli (m) ..................................................................................................10-3 micro () ................................................................................................10-6 nano (n) .................................................................................................10-9 pico (p) ..................................................................................................10-12 1-5 SYMBOLS. Delta, the central angle or angle between tangents Angle % Percent ‘ Feet or minutes “ Inches or seconds 1 Number / per or (between words) ° Degree PL Property line CL Centerline SL Survey line or station line Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 55 of 151 SECTION 2 – SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as provided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids. 2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the board, except that the contractor may assign money due or which will accrue to it under the contract. If given written notice, such assignment will be recognized by the Board to the extent permitted by law. Any assignment of money shall be subject to all proper withholdings in favor of the Agency and to all deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject to being used by the Agency for completion of the work, should the Contractor be in default. 2-3 SUBCONTRACTS. 2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information: The Bidder shall set forth in the Bid, as provided in 4104: “(a) The name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor’s total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor’s total bid or ten thousand dollars ($10,000), whichever is greater.” “(b) The portion of the work which will be done by each such subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in his bid.” If the Contractor fails to specify a Subcontractor or specifies more than one Subcontractor for the same portion of the work to be performed under the Contract (in excess of one-half of 1 percent of the Contractor’s total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform that portion itself, except as otherwise provided in the Code. As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by procedures established in Section 4107.5. This section provides procedures to correct a clerical error in the listing of a Subcontractor. Section 4110 provides that a Contractor violating any of the provisions of the Chapter violates the Contract and the Board may exercise the option either to cancel the Contract or assess the Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after a public hearing. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 56 of 151 Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50 percent of the contract price with its own organization, the Agency may at its sole discretion elect to cancel the contract or deduct an amount equal to 10 percent of the value of the work performed in excess of 50 percent of the contract price by other than the Contractor’s own organization. The Board shall be the sole body for determination of a violation of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a public hearing before the Board and shall be notified ten (10) days in advance of the time and location of said hearing. The determination of the Board shall be final. 2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment of the Contract and shall keep the Work under its control. The Contractor shall perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated “Specialty Items” may be performed by subcontract, and the amount of any such “Specialty Items” so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. “Specialty Items” will be identified by the Agency in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer. Before the work of any Subcontractor is started, the Contractor shall submit to the Engineer for approval a written statement showing the work to be subcontracted giving the name and business of each Subcontractor and description and value of each portion of the work to be so subcontracted. 2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the Contractor, and the Contractor shall be responsible for their work. 2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 57 of 151 The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and materials bond) for this contract. The faithful performance/warranty bond shall be in a sum not less than one hundred percent of the total amount payable by the terms of this contract. The Contractor shall provide bonds to secure payment of laborers and materials suppliers in a sum not less than one hundred percent of the total amount payable by the terms of this contract. Both bonds shall extend in full force and effect and be retained by the Agency during this project until they are released according to the provisions of this section. The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one-year warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the following documents: 1. An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2. A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States. Should any bond become insufficient, the Contractor shall renew the bond within 10 days after receiving notice from the Agency. Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the contract until a new Surety shall qualify and be accepted by the Board. Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety. 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General. The Plans shall consist of the construction drawings issued under this Contract. Bid Schedule A and Bid Schedule B each have a respective plan set. The Contractor shall keep at the Work site a copy of the Plans and Specifications, to which the Engineer shall have access at all times. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 58 of 151 The specifications for the work include the General Provisions, Supplemental Provisions, Project Technical Specifications, Carlsbad Engineering Standards (CES), Standard Specifications for Public Works Construction (SSPWC) and the latest supplements thereto, 2024 edition as published by the "Greenbook" Committee of Public Works Standards, Inc., hereinafter designated "SSPWC", as amended. The Standard Drawings consist of the latest edition of the San Diego Area Regional Standard Drawings, hereinafter designated SDRSD, as issued by the San Diego County Department of Public Works, together with the most recent editions of the City of Carlsbad Engineering Standards and Carlsbad Standard Drawings, as issued by the City of Carlsbad and the Carlsbad Municipal Water District, hereinafter designated as CES and CSD, respectively. Modified standard drawings, if applicable, are enclosed in the appendices to these General Provisions. The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Documents are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contractor. The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer. 2-5.2 Precedence of Contract Documents. If there is a conflict in the Contract Documents, the document highest in precedence shall control. The precedence shall be the most recent edition of the following documents listed in order of highest to lowest precedence: 1. Permits from other agencies as may be required by law. 2. Change orders, whichever occurs last. 3. Contract addenda, whichever occurs last. 4. Contract. 5. Carlsbad General and Supplemental Provisions. 6. Carlsbad Engineering Standards. 7. Technical Specifications. 8. Plans. 9. Standards Plans. a. City of Carlsbad Standard Drawings. b. City of Carlsbad Standard Drawings. c. City of Carlsbad modifications to the San Diego Area Regional Standard Drawings. d. San Diego Area Regional Standard Drawings. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 59 of 151 e. Traffic Signal Design Guidelines and Standards. f. State of California Department of Transportation Standard Plans. g. State of California Department of Transportation Standard Specifications. h. California Manual on Uniform Traffic Control Devices (CA MUTCD). 10. Standard Specifications for Public Works Construction, as amended. 11. Reference Specifications. 12. Manufacturer’s Installation Recommendations Detail drawings shall take precedence over general drawings. Detailed plans and plan views shall have precedence over general plans. 2-5.2.1 Precedence of Caltrans Specifications. Where Caltrans specifications are used to modify the SSPWC or are added to the SSPWC by the Contract Documents, the Caltrans specifications shall have precedence only in reference to the materials referred to in the Caltrans specifications. The documents listed in Section 2-5.2 above, in their order of precedence above, shall prevail over the Caltrans specifications in all other matters. 2-5.3 Submittals. 2-5.3.1 General. Submittals shall be provided, at the Contractor’s expense, as required in 2-5.3.2, 2-5.3.3 and 2-5.3.4, when required by the Plans or Special Provisions, or when requested by the Engineer. One electronic (PDF) file shall be submitted. If revisions are required, the Engineer will return one redlined copy for resubmission. Upon acceptance, the Engineer will return one electronic copy to the Contractor. Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required be performed, before the required submittals have been reviewed and accepted by the Engineer. Neither review nor acceptance of submittals by the Engineer shall relieve the Contractor from responsibility for errors, omissions, or deviations from the Contract Documents, unless such deviations were specifically called to the attention of the Engineer in the letter of transmittal. The Contractor shall be responsible for the correctness of the submittals. The Contractor shall allow a minimum of 20 working days for review of submittals unless otherwise specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal. Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number of the original submittal followed by an ascending alphabetical designation (e.g. The label ‘4-C’ would indicate the third instance that the fourth submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal on the Contractor’s letterhead. The letter of transmittal shall contain the following: 1. Project title and Agency contract number. 2. Number of complete sets. 3. Contractor’s certification statement. 4. Specification section number(s) pertaining to material submitted for review. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 60 of 151 5. Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.) 6. Description of the contents of the submittal. 7. Identification of deviations from the Contract Documents. 8. The signature, printed name, title and company name of the Contractor’s representative. The Contractor shall subscribe to and shall place the following certification on all submittals: “I hereby certify that the (equipment, material, procedure(s)) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for approval.” Or “I hereby certify that the (equipment, material, procedure(s)) contained herein meet all requirements shown or specified in the Contract Documents, except for the following deviation(s): .” 2-5.3.2 Working Drawings. Working drawings are drawings showing details not shown on the Plans which are required to be designed by the Contractor. Working drawings shall be of a size and scale to clearly show all necessary details. Working drawings are required in the following sections: TABLE 2-5.3.2 Item Section Number Title Subject 1 7-8.6.1 Dewatering Excavation Dewatering 2 7-10.4.1 Safety Orders Trench Shoring 3 7-10.4.8 Steel Plate Covers Steel Plate Bridging 4 300-3.2 Cofferdams Structure Excavation & Backfill 5 300-12.1 SWPPP SWPPP 6 303-1.6.1 General Falsework 7 303-1.7.1 General Placing Reinforcement 8 303-3.1 General Prestressed Concrete Construction 9 304-1.1.2 Falsework Plans Structural Steel 10 307-1.1 General Jacking Operations 11 307-2.1 General Tunneling Operations 12 306-8 Microtunneling Microtunneling Operations 13 601-2 Temporary Traffic Control Plan Traffic Control 14 02960 Temporary Sewer Bypass Pumping Sewer Bypassing Working drawings listed above as Items 2, 3, 4, 7, 8, 9, 10, 11, 12, and 13 shall be prepared by a Civil or Structural Engineer registered by the State of California. 2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or assembled products proposed to be incorporated into the Work. Shop drawings are required in the following sections and as specified in the Special Provisions: Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 61 of 151 TABLE 2-5.3.3 Item Section Number Title Subject 1 207-2.5 Joints Reinforced Concrete Pipe 2 207-8.4 Joints Vitrified Clay Pipe 3 304-1.1.1 Shop Drawings Structural Steel 4 304-2.1 General Metal Hand Railings 2-5.3.4 Supporting Information. Supporting information is information required by the Specifications for the purposes of administration of the Contract, analysis for verification of conformance with the Specifications, the operation and maintenance of a manufactured product or system to be constructed as part of the Work, and other information as may be required by the Engineer. Three hard copies and one electronic (PDF) file of the supporting information shall be submitted to the Engineer prior to the start of the Work unless otherwise specified in the Special Provisions or directed by the Engineer. Supporting information for systems shall be bound together and include all manufactured items for the system. If resubmittal is not required, one red lined copy will be returned to the Contractor. Supporting information shall consist of the following and is required unless otherwise specified in the Special Provisions: 1. List of Subcontractors per 2-3.2. 2. List of Materials per 4-1.4. 3. Certifications per 4-1.5. 4. Construction Schedule per 6-1 and Work Plan per 6-2.2. 5. Confined Space Entry Program per 7-10.4.4. 6. Concrete mix designs per 201-1.1. 7. Asphalt concrete mix designs per 203-6.1. 8. Controller Cabinet Wiring Diagrams per 701-17.2.2 9. Data, including, but not limited to, catalog sheets, manufacturer’s brochures, technical bulletins, specifications, diagrams, product samples, and other information necessary to describe a system, product or item. This information is required for irrigation systems, street lighting systems, and traffic signals, and may also be required for any product, manufactured item, or system. 10. Temporary highline plan per Carlsbad Engineering Standards. 2-5.4 Record Drawings. The Contractor shall maintain a complete "as-built" record set of blue-line prints, which shall be corrected in red ink daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment, underground piping, conduits, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. The official record drawing shall accurately reflect all changes and modifications to the original plan. The Contractor shall formally submit the final record drawing at the final walk-through meeting. At the direction of the Engineer, the Contractor shall correct and revise the Record Drawings to accurately reflect field conditions. Re-submittal of the Record Drawings shall be completed within ten (10) working days of the final walk-through meeting date and shall reflect any additional punch list items. Payment for the upkeep, revision, and submittal of the record drawings shall be included in the lump sum price for mobilization. 2-5.5 Project Management and Document Control. The Contractor shall utilize the Agency’s standardized online project management and document control platform: Procore (www.procore.com). The Contractor is required to create a free, web-based, user account(s) and utilize web-based training / tutorials (as needed) to become familiar with the system. Unless the Engineer approves otherwise, the Contractor shall process all project documents through Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 62 of 151 Procore. If unfamiliar or not otherwise trained with Procore, the Contractor and applicable team members shall complete a free training certification course at the following site: http://learn.procore.com/procore-certification-subcontractor. The Contractor is responsible for obtaining their own technical support, as needed, either through online training or by contacting the Procore support team. The Contractor shall regularly check Procore and review updated documents as they are added. There will be no cost to the Contractor for the use of Procore. The Contractor shall provide at least one on-site individual with mobile access to the Procore App to provide real-time access to current and updated drawings, specifications, RFIs, submittals, schedules, change orders, and other project documents as well as any deficient observations or punch list items. The Contractor shall post all communications addressed to the Engineer, and shall review and act on all communications addressed to the Contractor, in the Procore App. The use of Procore does not relieve the contractor of any other requirements as may be specified in the Contract Documents. Procore for Windows, iOS: https://apps.apple.com/us/app/procore-construction-management/id374930542 Procore for Android: https://play.google.com/store/apps/details?id=com.procore.activities 2-6 WORK TO BE DONE. The Contractor shall perform all work necessary to complete the Contract in a satisfactory manner. Unless otherwise provided, the Contractor shall furnish all materials, equipment, tools, labor, and incidentals necessary to complete the Work. 2-7 SUBSURFACE DATA. All soil and test hole data, water table elevations, and soil or groundwater analyses shown on the drawings or included in the Specifications apply only at the location of the test holes and to the depths and on the dates indicated. Soil test reports for test holes which have been drilled are available for inspection at the office of the Engineer. The Contractor may make independent investigations of the project site, including evaluation of the soil or groundwater conditions and/or the presence of rock, in order to characterize the subsurface conditions that may be encountered to the Contractor’s satisfaction. The costs for such investigations shall be considered included in the bid price and no additional compensation will be made therefor. The indicated elevation of the water table is that which existed on the date when test hole data was determined. It is the Contractor’s responsibility to determine and allow for the elevation of groundwater at the time of project construction. A difference in elevation between groundwater shown in soil boring logs and groundwater actually encountered during construction will not be considered as a basis for extra work. 2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights-of-entry for the Work, when indicated on the Plans, will be provided by the Agency. Unless otherwise provided, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, and restoring additional work areas and removing and/or disposing of facilities temporarily required. The Contractor shall indemnify and hold the agency harmless from all claims for damages caused by such actions. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 63 of 151 2-9 SURVEYING. 2-9.1 General. The Contractor will perform and be responsible for the accuracy of surveying adequate for construction. The Contractor shall set and preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be performed at the expense of the Contractor. The Contractor shall notify the Engineer in writing at least 2 Working Days before survey services in connection with the laying out of any portion of the Work. The Contractor shall set all stakes for line and grade. Setting tolerances for construction staking shall conform with Chapter 12, Construction Surveys of the Caltrans Surveys Manual. Surveying to determine the boundaries of the public right-of-way or easements shall conform with Chapter 10, Right-of-Way Surveys. Unless otherwise specified in the Special Provisions, stakes will be set and stationed for alignments for pipelines (sewers, storm drains, potable water, recycled water) and their appurtenances, curbs, headers, structures, rough grade, finish grade and right-of-way or easement boundaries. A corresponding cut or fill to finished grade (or flowline) will be indicated on a grade sheet. 2-9.2 Permanent Survey Markers. The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California, hereinafter Surveyor, to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by the Surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by §§ 8772 and 8773, et seq. of the California Business and Professions Code. The Contractor shall have a Record of Survey prepared by the Surveyor and file it in conformance with §8700 - 8805 of the State of California Business and Professions Code when the Surveyor performs any surveying that such map is required under §8762 of the State of California Business and Professions Code and whenever the Surveyor shall establish, set or construct any permanent survey monument. SDRS Drawing No. M-10 type monuments, bolts, spikes, leaded tacks and nails (when set in concrete), iron pipes, reinforcing steel and all monuments and marks that are at, or accessory to, property corners and street centerlines are permanent survey monuments. The Record of Survey shall show all monuments set, control monuments used, the basis of bearings and all other data needed to determine the procedure of survey and the degree of accuracy attained by the field surveying including the unadjusted ratio of closure. The unadjusted ratio of closure shall not exceed 1 part in 40,000. The Record of Survey shall show the location and justification of location of all permanent monuments set and their relation to the street right-of-way. Record(s) of Survey(s) shall be submitted for the Engineer’s review and approval before submittal to the County Surveyor and before submittal to the County Recorder. When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 days of paving unless the Engineer shall approve otherwise. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 64 of 151 Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer. 2-9.3 Line and Grade. All work shall conform to the lines, elevations, and grades shown on the Plans. Three consecutive points set on the same slope shall be used together so that any variation from a straight grade can be detected. Any such variation shall be reported to the Engineer. In the absence of such report, the Contractor shall be responsible for any error in the grade of the Work. Grades for underground conduits will be set at the surface of the ground. The Contractor shall transfer them to the bottom of the trench. 2-9.4 Payment for Survey, Payment for survey work shall be included in the bid items requiring the survey work and no additional payment will be made. Extension of unit prices for extra work shall include full compensation for attendant survey work and no additional payment will be made. Payment for the replacement of disturbed monuments and the filing of records of survey and/or corner records, including filing fees, shall be included in the contract price for Replace Survey Monument. If no such bid item is listed in the bid, payment shall be considered incidental to the Work necessitating the disturbance of said monuments and no additional payment will be made. 2-10 AUTHORITY OF BOARD AND ENGINEER. The Board has the final authority in all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce compliance with the Plans and Specifications. The Contractor shall promptly comply with instructions from the Engineer or an authorized representative. The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of material, equipment, or work; execution, progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract, unless otherwise ordered by the Board. 2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of all records in the Contractor’s or subcontractor’s possession pertaining to the work that the Engineer may request. 2-10.2 Audit and Inspection, Contractor agrees to maintain and/or make available, to the Engineer, within San Diego County, accurate books and accounting records relative to all its activities and to contractually require all subcontractors to this Contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor’s and its subcontractors’ performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor’s staff and the staff of all subcontractors to this contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice, Contractor shall make available to the Engineer for examination, all of its, and all subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data relating to all matters covered by this Contract. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 65 of 151 However, any such activities shall be carried out in a manner so as to not unreasonably interfere with Contractor’s ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required by applicable laws and regulations. 2-11 INSPECTION. The Work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer before noon of the working day before inspection is required. Work shall be done only in the presence of the Engineer, unless otherwise authorized. Any work done without proper inspection will be subject to rejection. The Engineer and any authorized representatives shall at all times have access to the Work during its construction at shops and yards as well as the project site. The Contractor shall provide every reasonable facility for ascertaining that the materials and workmanship are in accordance with these Specifications. Inspection of the Work shall not relieve the Contractor of the obligation to fulfill all conditions of the Contract. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 66 of 151 SECTION 3 – CHANGES IN WORK 3-1 CHANGES REQUESTED BY THE CONTRACTOR. 3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor, which do not materially affect the Work and which are not detrimental to the Work or to the interests of the Agency, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes. 3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall be made at a reduction in cost or no additional cost to the Agency. 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or quantity of work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed 25 percent of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and Agency, unless both parties agree to proceed with the change by Change Order. Change Orders shall be in writing and state the dollar value of the change or established method of payment, any adjustment in contract time of completion, and when negotiated prices are involved, shall provide for the Contractor’s signature indicating acceptance. 3-2.2 Payment. 3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then an adjustment in payment will be made. This adjustment will be based upon the increase or decrease in quantity and the Contract Unit Price. If the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications varies from the Bid quantity by 50 percent or less, payment will be made at the Contract Unit Price. If the actual quantity of said item of work varies from the Bid quantity by more than 50 percent, payment will be made per Section 3-2.2.2 or 3-2.2.3 as appropriate. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per Section 3-2.4. 3-2.2.2 Increases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 50 percent, payment for the quantity in excess of 150 percent of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3. The Extra Work per Section 3-3, basis of payment, shall not include fixed costs. Fixed costs shall be deemed to have been recovered by the Contractor through payment for 150 percent of the Bid quantity at the Contract Unit Price. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 67 of 151 3-2.2.3 Decreases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 50 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 50 percent of the Bid quantity at the Contract Unit Price. 3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency in the Contract Documents as distinguished from Contract Unit Prices submitted by the Contractor. Stipulated Unit Prices may be used for the adjustment of Contract changes when so specified in the Special Provisions. 3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in Contract Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor and the Agency. If mutual agreement cannot be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance per Section 3-3, except as otherwise specified in Sections 3-2.2.2 and 3-2.2.3. 3.2.4.1 Schedule of Values. Prior to construction, Contractor shall provide a schedule of values for all lump sum bid items that shall be used for the purpose of progress payments. The prices shall be valid for the purpose of change orders to the project. 3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to the Contractor for its actual costs incurred in connection with the eliminated item prior to notification in writing from the Engineer so stating its elimination. If material conforming to the Plans and Specifications is ordered by the Contractor for use in the eliminated item prior to the date of notification of elimination by the Engineer, and if the order for that material cannot be canceled, payment will be made to the Contractor for the actual cost of the material. In this case, the material shall become the property of the Agency. Payment will be made to the Contractor for its actual costs for any further handling. If the material is returnable, the material shall be returned and payment will be made to the Contractor for the actual cost of charges made by the supplier for returning the material and for handling by the Contractor. Actual costs, as used herein, shall be computed on the basis of Extra Work per Section 3-3. 3-3 EXTRA WORK. 3-3.1 General. New or unforeseen work will be classified as “extra work” when the Engineer determines that it is not covered by Contract Unit Prices or stipulated unit prices. 3-3.2 Payment. 3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay for the extra work based on the accumulation of costs as provided herein. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 68 of 151 3-3.2.2 Basis for Establishing Costs. (a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, resulting from Federal, State, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. The labor cost for foremen shall be proportioned to all of their assigned work and only that applicable to extra work will be paid. Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 3-3.2.3 (a). (b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job site in the quantities involved, plus sales tax, freight, and delivery. The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary, for the progress of the Work. No markup shall be applied to any material provided by the Agency. (c) Tool and Equipment Rental. No payment will be made for the use of tools which have a replacement value of $200 or less. Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs shall be the edition of the, “Labor Surcharge and Equipment Rental Rates” published by Caltrans, current at the time of the actual use of the tool or equipment. The right-of-way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of this contract. The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Necessary loading and transportation costs for equipment used on the extra work shall be included. If equipment is used intermittently and, when not in use, could be returned to its rental source at less expense to the Agency than holding it at the Work site, it shall be returned, unless the Contractor elects to keep it at the Work site, at no expense to the Agency. All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used. Manufacturer’s ratings and approved modifications shall be used to classify equipment and it shall be powered by a unit of at least the minimum rating recommended by the manufacturer. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 69 of 151 The reported rental time for equipment already at the Work site shall be the duration of its use on the extra work. This time begins when equipment is first put into actual operation on the extra work, plus the time required to move it from its previous site and back, or to a closer site. (d) Other Items. The Agency may authorize other items which may be required on the extra work, including labor, services, material, and equipment. These items must be different in their nature from those required for the Work and be of a type not ordinarily available from the Contractor or Subcontractors. Invoices covering all such items in detail shall be submitted with the request for payment. (e) Invoices. Vendors’ invoices for material, equipment rental and other expenditures shall be submitted with the request for payment. If the request for payment is not substantiated by invoices or other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report. 3-3.2.3 Markup. (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1. Labor …………………………..… 20 2. Materials .……………………….. 15 3. Equipment Rental ……………… 15 4. Other Items and Expenditures .. 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. 3-3.3 Daily Reports by Contractor. When the price for the extra work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day, and other services and expenditures when authorized. Payment for extra work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer. Failure to submit the daily report by the close of the next working day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to explain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor. The report shall: 1. Show names of workers, classifications, and hours worked. 2. Describe and list quantities of materials used. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 70 of 151 3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable. 4. Describe other services and expenditures in such detail as the Agency may require. 3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Engineer of the following work site conditions (hereinafter called changed conditions), in writing, upon their discovery and before they are disturbed: 1. Subsurface or latent physical conditions differing materially from those represented in the Contract Documents; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character being performed; and 3. Material differing from that represented in the Contract which the Contractor believes may be hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. The Engineer will promptly investigate conditions which appear to be changed conditions. If the Engineer determines that conditions are changed conditions and they will materially affect performance time, the Contractor, upon submitting a written request, will be granted an extension of time subject to the provisions of 6-6. If the Engineer determines that the conditions do not justify an adjustment in compensation, the Contractor will be notified in writing. This notice will also advise the Contractor of its obligation to notify the Engineer in writing if the Contractor disagrees. The Contractor’s failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first given the Engineer due written notice of potential claim as hereinafter specified. Compliance with this section shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time Accounting, nor to any claim that is based on differences in measurement or errors of computation as to contract quantities. The written notice of potential claim for changed conditions shall be submitted by the Contractor to the Engineer upon their discovery and prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor’s failure to give written notice of potential claim for changed conditions to the agency upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes additional compensation may be due and nature of any and all costs involved within 20 working days of the date of service of the written notice of potential claim for changed conditions. Verbal notifications are disallowed. The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-12655: Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 71 of 151 “The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code Sections 12650-12655. The undersigned further understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City’s proposed final estimate in order for it to be further considered.” By: ___________________________________ Title: ______________________________ Date: _________________________________ Company Name: ______________________________________________________________ The Contractor’s estimate of costs may be updated when actual costs are known. The Contractor shall submit substantiation of its actual costs to the Engineer within 20 working days after the affected work is completed. Failure to do so shall be sufficient cause for denial of any claim subsequently filed on the basis of said notice of potential claim. It is the intention of this section that differences between the parties arising under and by virtue of the contract be brought to the attention of the Engineer at the earliest possible time in order that such matters be settled, if possible, or other appropriate action promptly taken. 3-5 DISPUTED WORK. The Contractor shall give the Agency written notice of potential claim prior to commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in connection therewith. If the Contractor and the Agency are unable to reach agreement on disputed work, the Agency may direct the Contractor to proceed with the Work. Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall attempt to resolve all disputes informally through the following dispute resolution chain of command: 1. Project Inspector 2. Construction Manager 3. Deputy City Engineer 4. City Engineer 5. City Manager The Contractor shall submit a complete report within 20 working days after completion of the disputed work stating its position on the claim, the contractual basis for the claim, along with all documentation supporting the costs and all other evidentiary materials. At each level of claim or appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review the Contractor’s report and respond with a position, request additional information or request that the Contractor meet and present its report. When additional information or a meeting is requested, the City will provide its position within 10 working days of receipt of said additional information or Contractor’s presentation of its report. The Contractor may appeal each level’s position up to the City Manager after which the Contractor may proceed under the provisions of the Public Contract Code. The authority within the dispute resolution chain of command is limited to recommending a resolution to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions in the contract. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 72 of 151 All claims by the -Contractor shall be resolved in accordance with Public Contract Code section 9204, which is set forth below: 9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section: (1) “Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following: (A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) “Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) “Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) “Public entity” shall not include the following: (i) The Department of Water Resources as to any project under the jurisdiction of that department. (ii) The Department of Transportation as to any project under the jurisdiction of that department. (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department. (iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code. (v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority. (4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 73 of 151 disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply. (2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute. (3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 74 of 151 (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. (e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. (g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations. (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date. In addition, all claims by Contractor for $375,000 or less shall be resolved in accordance with the procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section 20104) which is set forth below. ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS 20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand dollars ($375,000) or less which arise between a contractor and a local agency. (2) This article shall not apply to any claims resulting from a contract between a contractor and a public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2. (b)(1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except that "public work" does not include any work or improvement contracted for by the state or the Regents of the University of California. (2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 75 of 151 claimant is not otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency. (c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for any work which may give rise to a claim under this article. (d) This article applies only to contracts entered into on or after January 1, 1991. 20104.2. For any claim subject to this article, the following requirements apply: (a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. (b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater. (c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater. (d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 76 of 151 20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article: (a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator. (b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration. (2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo. (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. 20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law. Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 77 of 151 SECTION 4 – CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP. 4-1.1. General. All materials, parts, and equipment furnished by the Contractor in the Work shall be new, high grade, and free from defects. Quality of work shall be in accordance with the generally accepted standards. Material and work quality shall be subject to the Engineer’s approval. Materials and work quality not conforming to the requirements of the Specifications shall be considered defective and will be subject to rejection. Defective work or material, whether in place or not, shall be removed immediately from the site by the Contractor, at its expense, when so directed by the Engineer. If the Contractor fails to replace any defective or damaged work or material after reasonable notice, the Engineer may cause such work or materials to be replaced. The replacement expense will be deducted from the amount to be paid to the Contractor. Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifications. 4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the Work. Stored materials shall be reasonably accessible for inspection. The Contractor shall also adequately protect new and existing work and all items of equipment for the duration of the Contract. The Contractor shall not, without the Agency’s consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract. 4-1.3 Inspection Requirements. 4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical materials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operations. Steel pipe in sizes less than 6 inches and vitrified clay and cast-iron pipe in all sizes are acceptable upon certification as to compliance with the Specifications, subject to sampling and testing by the Agency. Standard items of equipment such as electric motors, conveyors, elevators, plumbing fixtures, etc., are subject to inspection at the job site only. Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source, normally only for performance testing. The Specifications may require inspection at the source for other items not typical of those listed in this section. The Contractor shall provide the Engineer free and safe access to any and all parts of work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 78 of 151 the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract. 4-1.3.2 Inspection of Materials Not Locally Produced. When the Contractor intends to purchase materials, fabricated products, or equipment from sources located more than 50 miles outside the geographical limits of the Agency, an inspector or accredited testing laboratory (approved by the Engineer), shall be engaged by the Contractor at its expense, to inspect the materials, equipment or process. This approval shall be obtained before producing any material or equipment. The inspector or representative of the testing laboratory shall judge the materials by the requirements of the Plans and Specifications. The Contractor shall forward reports required by the Engineer. No material or equipment shall be shipped nor shall any processing, fabrication or treatment of such materials be done without proper inspection by the approved agent. Approval by said agent shall not relieve the Contractor of responsibility for complying with the Contract requirements. 4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory services within 50 miles of the geographical limits of the Agency. For private contracts, all costs of inspection at the source, including salaries and mileage costs, shall be paid by the permittee. 4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its expense, shall deliver the materials for testing to the place and at the time designated by the Engineer. Unless otherwise provided, all initial testing will be performed under the direction of the Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing, it will be stated in the Specifications. For private contracts, the testing expense shall be borne by the permittee. The Contractor shall notify the Engineer in writing, at least 15 days in advance, of its intention to use materials for which tests are specified, to allow sufficient time to perform the tests. The notice shall name the proposed supplier and source of material. If the notice of intent to use is sent before the materials are available for testing or inspection or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the Contractor’s responsibility to renotify the Engineer when samples which are representative may be obtained. Except as specified in these Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications, Technical Specification, and any Supplemental Provisions. The cost of all other tests shall be borne by the Contractor. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 79 of 151 furnish approved material from other approved sources. If any product proves unacceptable after improper storage, handling or for any other reason it shall be rejected, not incorporated into the work and shall be removed from the project site all at the Contractor’s expense. Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor. 4-1.5 Certification. The Engineer may waive materials testing requirements of the Specifications and accept the manufacturer’s written certification that the materials to be supplied meet those requirements. Material test data may be required as part of the certification. 4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or offer an equivalent. The Engineer shall determine whether the material offered is equivalent to that specified. Adequate time shall be allowed for the Engineer to make this determination. Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words “or equal”. A listing of materials is not intended to be comprehensive, or in order of preference. The Contractor may offer any material, process, or equipment considered to be equivalent to that indicated. The substantiation of offers shall be submitted as provided in the Contract Documents. The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. The Contractor shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended function. Test methods shall be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is equivalent. The Engineer’s findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer. If a substitute offered by the Contractor is not found to be equal to the specified material, the Contractor shall furnish and install the specified material. The specified Contract completion time shall not be affected by any circumstance developing from the provisions of this section. The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution is determined to be unsatisfactory in performance, appearance, durability, compatibility with associated items, availability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency. 4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 80 of 151 The accuracy of the work of a scale service agency, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior to operation, to the Engineer for approval and shall be renewed whenever required by the Engineer at no cost to the Agency. All scales shall be arranged so they may be read easily from the operator’s platform or area. They shall indicate the true net weight without the application of any factor. The figures of the scales shall be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area that the error in weighing with the entire plant running will not exceed 2 percent for any setting nor 1.5 percent for any batch. 4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain-measuring devices shall be calibrated by a testing agency acceptable to the Engineer at intervals not to exceed 12 months and following repairs, modification, or relocation of the equipment. Calibration certificates shall be provided when requested by the Engineer. 4-1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the Agency and the Contractor will initiate an immediate and cooperative investigation. Test values of materials are results of the materials’ tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process observations or test values gathered using industry accepted practices. A contradiction exists whenever test values or process observations of the same or similar materials are diverse enough such that the work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available information and, when necessary, gather new and additional information in an attempt to determine the validity, the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism acceptable to both the Agency and the Contractor, the contradiction shall be considered resolved and the cooperative investigation concluded. Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient’s agreement and acknowledged in writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shall conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the Agency and the Contractor will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the Agency and the Contractor shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously selected shall then select one of the four proposed engineers in a blind draw. The committee shall be a continuance of the cooperative investigation and will re-consider all available information and if necessary, gather new and additional information to determine the validity, the cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 81 of 151 standard engineering principles and practices and to ensure public value, the committee may provide engineering recommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days from its formation to complete their review and submit their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion. Once started, the resolution process by committee shall continue to full conclusion unless: 1. Within 7 days of the formation of the committee, the Agency and the Contractor reach an acceptable resolution mechanism; or 2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or 3. At any point by the mutual agreement of the Agency and the Contractor. Unless otherwise agreed, the Contractor shall bear and maintain a record for all the investigative costs until resolution. Should the investigation discover assignable causes for the contradiction, the assignable party, the Agency or the Contractor, shall bear all costs associated with the investigation. Should assignable causes for the contradiction extended to both parties, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when necessary, equally. Should the investigation be unable to substantiate a contradiction, the initiator of the investigation shall bear all investigative costs. All claim notification requirements of the contract pertaining to the contradiction shall be suspended until the investigation is concluded. 4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate, remove and dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the work only during working hours, as defined in Section 6-7.2, and shall be accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the project name and number, address of delivery and name of consignor and a description of the material(s) shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any location within the Agency’s boundaries the Contractor shall provide the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall clearly state the term of the lease, the description of materials allowed to be stored and shall provide for the removal of the materials and restoration of the storage site within the time allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to the materials stored and to preparation of the storage site and the location of the site on which the materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor’s responsibility. Conformance to the requirements of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 82 of 151 SECTION 5 – UTILITIES 5-1 LOCATION. The Agency and affected utility companies have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities which are known to exist within the limits of the work. However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans is not guaranteed. Where underground main distribution conduits such as water, gas, sewer, electric power, telephone, or cable television are shown on the Plans, the Contractor shall assume that every property parcel will be served by a service connection for each type of utility. As provided in Section 4216 of the California Government Code, at least 2 working days prior to commencing any excavation, the Contractor shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number. The California Department of Transportation is not required by Section 4216 to become a member of the regional notification center. The Contractor shall contact it for location of its subsurface installations. Prior to pipeline excavation, the Contractor shall determine, by potholing, the locations and depths of all utilities which are shown on the Contract Documents or have been marked by the utility owners and which may affect or be affected by its operations. The Contractor shall pothole all service connections, utilities that cross or parallel (within 5 feet) the proposed construction, and all connection points to existing utilities. The Contractor shall record the material size (outside diameter), type, and horizontal and vertical locations (bearing and slope) and submit the data and allow time for the Engineer’s review in accordance with Section 2-5.3. If no separate bid item is provided in the Contract for potholing, full compensation for such work shall be considered included in the bid item of work requiring the potholing and no separate payment shall be made therefor. 5-2 PROTECTION. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the owner or order from the Agency. All valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff. Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with Section 5-1, the Contractor shall, unless otherwise provided, furnish and place the necessary protection at its expense. Upon learning of the existence and location of any utility omitted from or shown incorrectly on the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engineer, support or protection of the utility will be paid for as provided in Section 3-2.2.3 or 3-3. The Contractor shall immediately notify the Engineer and the utility owner if any utility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged if located as noted in Section 5-1. When placing concrete around or contiguous to any non-metallic utility installation, the Contractor shall at its expense: Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 83 of 151 1. Furnish and install a 2-inch cushion of expansion joint material or other similar resilient material; or 2. Provide a sleeve or other opening which will result in a 2-inch minimum-clear annular space between the concrete and the utility; or 3. Provide other acceptable means to prevent embedment in or bonding to the concrete. Where concrete is used for backfill or for structures which would result in embedment, or partial embedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection system is exposed or damaged by the Contractor’s operations, the Contractor shall notify the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system. 5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as “abandoned” or “to be abandoned in place”. Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete, and the costs involved in the removal and disposal shall be included in the Bid for the items of work necessitating such removals. The costs involved in the removal and disposal shall be considered incidental to the bid items of work necessitating such removals and no separate payment shall be made therefor, unless a bid item for “Removal” is specifically included in the bid proposal. 5-4 RELOCATION. When feasible, the owners responsible for utilities within the area affected by the Work will complete their necessary installations, relocations, repairs, or replacements before commencement of work by the Contractor. When the Plans or Specifications indicate that a utility installation is to be relocated, altered, or constructed by others, the Agency will conduct all negotiations with the owners and work will be done at no cost to the Contractor, except for manhole frame and cover sets to be brought to grade as directed and approved by the City. Utilities which are relocated in order to avoid interference shall be protected in their position and the cost of such protection shall be included in the Bid for the items of work necessitating such relocation. After award of the Contract, portions of utilities which are found to interfere with the Work will be relocated, altered or reconstructed by the owners, or the Engineer may order changes in the Work to avoid interference. Such changes will be paid for in accordance with Section 3-2. When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work shall be included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs. The utility owner will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements. When directed by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between a meter and the limits of temporary construction or slope easements. The relocation of such service connections will be paid for in accordance with provisions of Section 3-3. Payment will include the restoration of all existing improvements which may be affected thereby. The Contractor may agree with the owner of any utility to disconnect and reconnect interfering service connections. The Agency will not be involved in any such agreement. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 84 of 151 In conformance with Section 5-6 the Contractor shall coordinate the work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a part of the work and adjacent to the location where such utility structures are shown on the plans and are noted as being located, relocated or are otherwise shown as installed by others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer’s approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer, the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Contractor’s convenience and no additional compensation will be allowed therefore or for additional work, materials or delay associated with the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer. 5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be included as a part of the construction schedule required in Section 6-1. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing work correctly shown on the Plans. The Agency will assume responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities. If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations not covered by Section 5-1, which could not have been avoided by the judicious handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the Engineer may find to be fair and reasonable compensation for such part of the Contractor’s actual loss as was unavoidable and the Contractor may be granted an extension of time. 5-6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to permit access to the Work site and provide time for utility work to be accomplished during the progress of the Work. Cooperation with CMWD and City staff will be required for all work affecting existing utility systems or facilities and prior to water utility shutdowns, sewer bypass operations, testing and inspections, and project completion. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 85 of 151 SECTION 6 – PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Except as otherwise provided herein and unless otherwise prohibited by permits from other agencies as may be required by law the Contractor shall begin work within ten (10) calendar days after receipt of the "Notice to Proceed". 6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor’s responsible project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per Section 6-4. No separate payment will be made for the Contractor’s attendance at the meeting. The notice to proceed will only be issued on or after the completion of the preconstruction meeting. 6-1.1.1 Baseline Construction Schedule. The Contractor shall prepare the Baseline Construction Schedule as a Critical Path Method (CPM) Schedule in the precedence diagram method (activity-on-node) format and submit the schedule in accordance with 2-5.3. The schedule shall: A. Be prepared using a commercially available, Windows compatible software program, “Suretrak” by Primavera or “Project” by Microsoft Corporation or approved equal. B. Be prepared in hard copy (paper) and electronic (Adobe PDF) format and free of file locking, encryption or any other protocol that would impede full access to the data and labeled with the project name and number, the Contractor’s name and the date of preparation. C. Begin with the date projected for the Notice to Proceed and conclude with the date of final completion conforming with the Contract time. D. Depict a time-scaled network diagram of all activities, logic relationships of interdependent activities, and milestones comprising the complete period of Work with tasks on the vertical axis and their durations on the horizontal axis. Use distinctive texture patterns or line types to show the critical path within the Contract time. Include a tabular listing of each activity and its identification number, description, duration, early start, early finish, late start, late finish, total float, and all predecessor and successor activities. The number of activities will communicate the Contractor’s plan for project execution, accurately describe the project work and allow monitoring and evaluation of progress and time impacts. Activity descriptions shall accurately define the work planned for the activity. Activity durations shall not be shorter than 1 working day or longer than 15 working days unless approved by the Engineer. E. Include detail of all project phasing, staging and sequencing including all milestones necessary to define beginning and ending of each phase or stage and constraints which may impact any activity. Include time allowances for coordination with utility companies and other agencies, equipment and material deliveries, submittal reviews and approvals, Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 86 of 151 traffic control setup and phasing, Work performed by others, inspections, testing and commissioning, corrective work, and any non-work periods. Float or slack time within the schedule is available without charge or compensation to whatever party or contingency first exhausts it. A schedule which shows a project duration longer than the Contract Time will not be acceptable and will be grounds to consider the Contractor in default of the Contract per 6-4. The Engineer may choose to accept the Contractor’s proposal of a project duration which is shorter than the Contract time provided the shortened Baseline Construction Schedule is reasonable and demonstrates, to the satisfaction of the Engineer, that the Agency and all other entities, public and private, which interface with the project are able to support the provisions of the shortened schedule. Acceptance of a shortened Baseline Construction Schedule will be confirmed through the execution of a Change Order revising the Contract time. The Engineer’s approval of the Baseline Construction Schedule is a condition precedent to issuance of the Notice to Proceed. If the schedule does not meet the requirements of these specifications, the Contractor shall revise the schedule and resubmit it to the Engineer. Failure to obtain the Engineer’s approval of the schedule within fifteen (15) working days after the date of the preconstruction meeting shall be grounds to consider the Contractor in default of the Contract per 6-4. The number of working days used by the Engineer to review the initial Baseline Construction Schedule submittal will not be included in the 15 working days. The Engineer shall complete subsequent reviews of the revised schedule and progress updates within 5 working days of receipt. The Engineer’s response to each review will consist of one of the following: “Accepted.” The Contractor may proceed with the Work upon issuance of the Notice to Proceed. Payment for the schedule may be requested by the Contractor. “Accepted with Comments.” The Contractor may proceed with the Work upon issuance of the Notice to Proceed. The Contractor must revise and resubmit the schedule and receive the Engineer’s acceptance of the schedule before payment for the schedule is requested by the Contractor. “Not Accepted.” The Contractor may not proceed with the Work, must revise and resubmit the schedule and may not request payment for the schedule. 6-1.1.2 Schedule Updates and Revisions. The Contractor shall meet with the Engineer during the last week of each month to agree upon the completion level of each activity as a basis for progress payments. Schedule updates shall conform with the requirements for the initial submittal in 6-1.1.1 and shall: A. Show the actual dates of each activity start and/or finish during the month. The schedule update shall include specific notation for any changes in actual dates after they are first reported. B. Report the percent complete for each activity in progress at the end of the month as determined by the Engineer. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 87 of 151 C. Include a list and explanation of all changes made to the activities, dates or interconnecting logic. D. Include activity and network revisions reflecting the Change Orders approved in the previous month as agreed upon during the review and acceptance of the Change Orders. The Engineer’s responses to the progress schedule updates shall be as described in 6-1.1.1. The Contractor shall proceed with Work and request payment for the progress schedule updates as described therein. If the Contractor fails to submit the progress schedule updates as required herein, the Contractor may elect to proceed with the Work at its own risk and shall forfeit payment for the progress schedule update until compliance is met. If the Contractor elects to delay or cease Work after failure to submit the progress schedule updates, any resulting delay, impact, or disruption to the Work will be the Contractor’s responsibility. 6-1.1.3 Interim Revisions. Should the actual or projected progress of the Work exceed 5 percent of the Contract Time, the Contractor shall prepare and submit a revised Baseline Construction Schedule independently of and prior to the next progress schedule update with a list and explanation of each change made to the schedule. The submittal, schedule review and acceptance requirements of 6-1.1.2 shall apply, 6-1.1.4 Late Completion or Milestone Dates. If a schedule update indicates a completion date later than the Contract time or contractually required milestone completion date, the Agency may withhold Liquidated Damages for the number of days late. Should a subsequent schedule update which removes all or a portion of the delay be “Accepted” by the Engineer, all or the allocated portion of the previously held Liquidated Damages shall be released in the monthly payment to the Contractor immediately following such acceptance. 6-1.1.5 Final Schedule Update. The Contractor shall prepare and submit a final schedule update when one hundred percent of the Work is completed. The update must accurately represent the actual dates for all activities. The final schedule update shall be prepared and reviewed in accordance with 6-1.1.2. Acceptance of the final schedule update is required for release of funds retained per 9-3.2. 6-1.1.6 Three-Week Look Ahead Schedules. The Contractor shall submit a detailed 3-week look ahead schedule prior to each progress meeting throughout project duration. The schedules shall be revised weekly to identify the construction activities and durations for each bid item of work for the current week and the succeeding two weeks. The Contractor shall revise the schedule to include additional activities or actual progress when so requested by the Engineer. 6-1.1.7 Measurement and Payment. The Contractor’s preparation, revision and maintenance of the Construction Schedule are incidental to the Work and no separate payment will be made therefor. 6-2 PROSECUTION OF WORK. To minimize public inconvenience and possible hazard and to restore street and other work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligently prosecute the Work to completion. If the Engineer determines that the Contractor is failing to prosecute the Work to the proper extent, the Contractor shall, upon orders from the Engineer, immediately take steps to remedy the situation. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 88 of 151 All costs of prosecuting the Work as described herein shall be included in the Contractor’s Bid. Should the Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engineer, the Engineer may suspend the work in whole or part, until the Contractor takes said steps. As soon as possible under the provisions of the Specifications, the Contractor shall backfill all excavations and restore to usefulness all improvements existing prior to the start of the Work. If Work is suspended through no fault of the Agency, all expenses and losses incurred by the Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly provide for public safety, traffic, and protection of the Work during periods of suspension, the Agency may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not relieve the Contractor from liability. The Contractor shall incorporate non-work days, moratoriums or special events specified in the Contract Documents into the Construction Schedule required by Section 6.1. No additional payment, adjustment of bid prices or adjustments of contract time will be allowed as a consequence of these events. 6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and materials, and performing all operations necessary to complete the Work as shown or specified on the Contract Documents. The work descriptions in this section are an overview only and shall not relieve the Contractor from its responsibilities to conduct all coordination and perform the Work in accordance with the Contract Documents. The Contractor shall conduct the following general work activities: 1. Submit construction schedule, schedule of values, working drawings, submittals, shop drawings, sewer bypass plan, dewatering plan, and/or highlining plan. Secure necessary permits and approvals in accordance with the Contract Documents. 2. Coordinate with the City of Carlsbad Utilities Department for any required permitting of anticipated dewatering discharge. Coordinate with the Carlsbad Municipal Water District for any required shutdown of water distribution system pipelines. 3. Secure laydown/staging areas including any off-site staging area(s) if necessary. 4. Conduct surveying and staking of the pipeline alignments, locations of appurtenances, limits of right-of-way or easements and pre-construction video and photographs. Conduct Underground Service Alert (DigAlert) notification and utility mark-out. 5. Furnish and install portable changeable message signs (PCMS) on the east and west approaches to the Project at least seven (7) calendar days prior to commence work within the ROW. PCMSs shall be in-place throughout the duration of the Project. 6. Mobilize labor force, materials and equipment for subsequent phases of Work and install temporary facilities and BMPs, traffic control and excavation safety measures. 7. Implement traffic control measures to support the construction work zone detailed on the plan. Incorporate phasing requirements in following section into construction methods and associated traffic control implementation. 8. Pothole all connection points and all utilities that cross or parallel (within 5 feet of) planned excavations and immediately notify the Engineer of any potential conflicts. Submit potholing data in accordance with Section 2-5.3. Pavement saw-cutting or excavation shall not commence at any construction heading until the project alignments have been staked and existing utilities have been potholed and confirmed by the Contractor to have no conflict with the Work. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 89 of 151 9. Furnish, install and test sewer bypass and groundwater dewatering systems prior to bypass operations or trench excavations. 10. Replace existing sewer gravity mains to the size specified on the plans. Conduct air pressure testing prior upon completing segments between manholes. CCTV the new gravity mains after placement of trench zone backfill and prior to final surface paving. 11. Remodel the existing manhole bases following new sewer gravity main installation (Bid Schedule A). Rehabilitate the existing manholes and replace concrete collars, frame and cover in-kind. 12. Remodel the existing manhole bases where shown in Bid Schedule B and rehabilitate all manholes and the meter vault shown in bid schedule. Replace concrete frame, cover and frame and adjust to final grade where specified in schedule. 13. Restore the Work site to original or better condition, including but not limited to, pavement resurfacing; restoration of decorative concrete median; replacement of pavement markings, signage and striping; and existing landscape and irrigation repairs in areas disturbed by construction. 6-2.2 Construction Phasing. The following construction phase criteria are provided for the Contractor’s use in developing the Construction Schedule and a Work Plan that describes the labor, materials, equipment and procedures to conduct the Work. The phases listed herein are not intended to be a complete list of all construction activities and shall not relieve the Contractor from its responsibilities to coordinate and perform the Work, revise the phasing descriptions, or to develop additional phases or revise the order of phasing as necessary to complete the Work in its entirety in accordance with the Contract Documents. The Contractor shall develop a detailed Work Plan describing the materials, equipment and procedures for each phase of the Work and submit the Work Plan in accordance with Section 2-5.3. Any modification of the phasing described below shall be approved by the Engineer. Phase 1 This phase constitutes all working days between the date of the Notice to Proceed through June 4, 2026. The Project will require trenching through the intersections of Poinsettia Lane and Quartz Way and Poinsettia Lane and Mica Road. Temporary closure of the left turning movements through these intersections will be required to accommodate trenching and associated sewer by-pass equipment. Traffic controls shall not prevent the left turning movements through these intersections during this phase. Other work supporting the project such as survey stake out, utility mark out, utility potholing and locating, and saw cutting may occur in the intersections with the approval of the Engineer and shall be limited to the hours of 8:30 AM and 2:00 PM. Phase 2 This phase constitutes all working days coinciding with the Carlsbad Unified School District summer break, June 5, 2026 through August 24, 2026. Sewer main construction between STA 3+00 and 18+77 during this phase shall be prioritized for completion. Turning movements through the intersections at Poinsettia/Mica and Poinsettia Quartz may occur in this phase but shall not occur simultaneously. Sewer manhole rehabilitation in Schedule A and B of the contract may be completed during normal working hours during this phase. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 90 of 151 Phase 3 This phase constitutes all working days on and after August 25, 2026. Liquidated damages will be assessed from the contractor for each daily occurrence the work restricts the left turning movements at the intersection of Poinsettia Lane and Mica Road or Quartz Way, with exception to the construction of the asphalt finish course and installing pavement markings and striping. All sewer manhole rehabilitation in Schedule A and B of the contract shall be completed during the hours of 8:30 AM – 2:00 PM or during night hours of 9:00 pm – 6:00 AM during this phase. 6-2.2.1 Scheduling Criteria. The Contractor shall accommodate the following schedule requirements into the Construction Schedule and Work Plan: 1. All construction activities shall meet the scheduling restrictions identified in these specifications or as determined by the City during review of the Contractor’s Work Plan and Construction Schedule. 2. The Contractor shall submit a Site Work Plan. The Work Plan shall identify staging areas; describe the methods for the protection of private improvements and existing utilities; means and methods for public access; a listing of materials and equipment; and any other pertinent information necessary to complete the work or requested by the Engineer. 3. Contractor shall submit a sewer bypass plan and an excavation dewatering plan for all phases of work. 4. At least one calendar week, prior to commencing the work, the Contractor shall furnish and install portable changeable message signs on the east and west approaches to the Project with messaging advising of upcoming road work. 5. Traffic controls may close the number one (lane closest to the median) west bound drive lane throughout the duration of the project. The number two west bound drive lane may also be closed during working hours with traffic shifted to the bike lane and associated buffer. The Contractor’s traffic control submittal shall reflect these lane shifts and shall include an offsite bicycle detour route. 6. Trenching on Poinsettia Lane will cross through the intersections with Quartz Way and Mica Road. Left turn movements through these intersections will be restricted during the trench work as a result. Only one intersection shall be impacted at any given time during Phase II of the project. Intersection restrictions are prohibited during Phase I, unless otherwise approved by the engineer, and liquidated damages shall be assessed for each daily occurrence the intersections are impacted in Phase III. 7. The Contractor shall coordinate with cultural resources and archaeological monitors for observation during all excavation activities. 8. Excavations must be backfilled or securely shored and covered with trench plates at the end of each Work day. 9. The Contractor may reconnect the existing sewer main to the new main with a watertight connection at the end of each Work day to potentially reduce the duration of sewer bypassing operations. Such use of the newly installed main does not constitute acceptance of any portion of the work by the City, and the new sewer main will be subject to all required testing in accordance with the Contract Documents. The sewer segment run between manhole structures shall pass an air pressure test per Section 306-7.8 immediately upon completing the run between manhole structures. The contractor shall provide onsite personnel to monitor the by-pass system during all hours of its operation. 10. Sewer manhole shall be rehabilitated after connections of the new pipelines are completed and all channels and benches reshaped. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 91 of 151 11. Excavations shall be backfilled and base paved within 3 working days of completing the respective pipeline segment. 12. Perform and submit CCTV inspection reports for all constructed sewer segments at least one week prior to final surface paving. 13. Site restoration shall be completed within ten working days of completion of construction of all sewer main replacements. Traffic striping, symbols and raised pavement markers shall match the preexisting layout. 14. Work regarding manhole rehabilitations in Schedule A and B shall be completed during the night time hours of 9:00 PM and 6:00 AM in Phases 1 or 3 or during normal working hours in Phase 2. 6-2.3 Project Meetings. The Engineer will establish the time and location of weekly Project Meetings. The Contractor’s Representative shall attend each Project Meeting. The Project Representative shall be the individual determined under Section 7-6, “The Contractor’s Representative”. No separate payment for attendance at these meetings of the Contractor, the Contractor’s Representative or any other employee or subcontractor or subcontractor’s employee will be made. 6-3 SUSPENSION OF WORK. 6-3.1 General. The Work may be suspended in whole or in part when determined by the Engineer that the suspension is necessary in the interest of the Agency. The Contractor shall comply immediately with any written order of the Engineer. Such suspension shall be without liability to the Contractor on the part of the Agency except as otherwise specified in Section 6-6.3. 6-3.2 Archaeological and Paleontological Discoveries. The Contractor shall coordinate with the Archaeological and Cultural Monitor during excavation activities. If discovery is made of items of archaeological or paleontological interest, the Contractor shall immediately cease excavation in the area of discovery and shall not continue until ordered by the Engineer. When resumed, excavation operations within the area of discovery shall be as directed by the Engineer. Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, and fossils. The Contractor shall be entitled to an extension and compensation in accordance with Section 6-6. 6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to promptly begin procurement or delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fails to maintain the Work schedule which will insure the Agency’s interest, or, if the Contractor is not carrying out the intent of the Contract, the Agency may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. The Contract may be canceled by the Board without liability for damage, when in the Board’s opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the Board’s consent. In the event of such Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 92 of 151 cancellation, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity of the Work completed at the time of cancellation, less damages caused to the Agency by acts of the Contractor. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims for damages because of cancellation of Contract for any such reason. If the Agency declares the Contract canceled for any of the above reasons, written notice to that effect shall be served upon the Surety. The Surety shall, within five (5) days, assume control and perform the Work as successor to the Contractor. If the Surety assumes any part of the Work, it shall take the Contractor’s place in all respects for that part and shall be paid by the Agency for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises. The Agency may then take possession of all material and equipment and complete the Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the Agency. If the sums due under the Contract are insufficient for completion, the Contractor or Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums due. The provisions of this section shall be in addition to all other rights and remedies available to the Agency under law. 6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, by law, or by official action of a public authority. 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays, except as provided in 6-6.3. Such unforeseen events may include war, government regulations, labor disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or equipment, required extra work, or other specific events as may be further described in the Specifications. No extension of time will be granted for a delay caused by the Contractor’s inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof. The proof must be provided in a timely manner in accordance with the sequence of the Contractor’s operations and the approved construction schedule. If delays beyond the Contractor’s control are caused by events other than those mentioned above, the Engineer may deem an extension of time to be in the best interest of the Agency. The Contractor will not be entitled to damages or additional payment due to such delays, except as provided in Section 6-6.3. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 93 of 151 If delays beyond the Contractor’s control are caused solely by action or inaction by the Agency, such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2. 6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work. 6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages incurred due to delays for which the Agency is responsible. Such actual costs will be determined by the Engineer. The Agency will not be liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer. 6-6.4 Written Notice and Report. The Contractor shall provide written notice to the Engineer within two hours of the beginning of any period that the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each working day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each workman and supervisor and the make and model of each piece of equipment placed on standby, the cumulative duration of the standby, the Contractor’s opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore. 6-7 TIME OF COMPLETION. 6-7.1 General. The Contractor shall complete the Work within the time set forth in the Contract. The Contractor shall complete each portion of the Work within such time as set forth in the Contract for such portion. The time of completion of the Contract shall be expressed in working days. The Contractor shall diligently prosecute the work to completion within one hundred eighty (180) working days after the starting date specified in the Notice to Proceed. 6-7.2 Working Day. A working day is any day within the period between the start of the Contract time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by the Engineer, for all work provided for in the Contract, whichever occurs first, other than: 1. Saturday, 2. Sunday, 3. any day designated as a holiday by the Agency, 4. any day identified as a construction moratorium due to special events or holiday periods; 5. any other day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association, 6. any day the Contractor is prevented from working at the beginning of the workday for cause as defined in Section 6-6.1, Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 94 of 151 7. any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as defined in Section 6-6.1. In addition to Agency holidays, open excavations and service shutdowns will not be allowed on: • Thanksgiving week: November 23-27, 2026 • December 21, 2026 through January 4, 2027 Water main line or service shutdowns will not be allowed on Mondays and Fridays. Unless otherwise specified or approved in writing by the Engineer, the hours of work shall be between the hours of 8:00 a.m. and 5:00 p.m. on Mondays through Fridays, excluding Agency holidays and other restricted days or times as specified in the Contract Documents. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work. The Engineer may approve work outside the hours and/or days stated herein when, in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work. The Contractor shall incorporate the dates, areas and types of work prohibited elsewhere in the Contract Documents into the construction schedule. No additional payment, adjustment of bid prices or adjustment of contract time of completion will be allowed as a consequence of the prohibition of work being performed within the dates, areas and/or types of work prohibited in this section. Contractor is hereby advised that the Engineer may require after hours or weekend work if required for the protection and safety of existing facilities, workers or the public. 6-7.3 Contract Time Accounting. The Engineer will make a daily determination of each working day to be charged against the Contract time. These determinations will be discussed and the Contractor will be furnished a periodic statement showing allowable number of working days of Contract time, as adjusted, at the beginning of the reporting period. The statement will also indicate the number of working days charged during the reporting period and the number of working days of Contract time remaining. If the Contractor does not agree with the statement, it shall file a written protest within 15 days after receipt, setting forth the facts of the protest. Otherwise, the statement will be deemed to have been accepted. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. 6-8.1 Site Walk-Through. After the site has been fully restored, the Inspector will schedule an inspection within five days of the Contractor’s request. The Contractor and Inspector shall attend the inspection and all outstanding deficiencies shall be identified in a List of Deficiencies. A review of the red-line record drawings and asset schedule shall also be completed at the Site Walk-Through and all red-line deficiencies will be added to the List of Deficiencies. 6-8.2 List of Deficiencies. Following the Site Walk-Through, the Inspector will generate the List of Deficiencies (also known as the punchlist) within five working days. The Contractor shall then have 10 working days to perform corrective work and provide a written response to each punchlist item. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 95 of 151 6-8.3 Site Follow-Up Walk-Through. Upon receipt of written responses to the List of Deficiencies, the Inspector will complete a follow-up inspection. Any outstanding deficiencies will be noted and returned to the Contractor. Outstanding deficiencies will delay full payment of any relevant bid items. 6-8.4 Request for Final Walk-Through. Once the Contractor asserts they have satisfied the terms of the Contract and with the Inspector’s permission, the Contractor may submit written assertion in the form of a Request for Final Walk-Through, certifying that all deficiencies identified through the Site Walk-Through process have been addressed and request a Final Inspection to demonstrate project completion to the Agency. The Contractor shall provide an attachment to the Request for Final Inspection with the Contractor’s written response to each deficiency. The Request for Final Inspection shall not be considered complete without the Contractor’s written response to each deficiency. 6-8.5 Final Walk-Through. Upon receipt of the Request for Final Walk-Through, the Inspector shall schedule the Final Inspection. The Inspector and Contractor shall attend the final inspection. Representatives from other Agency departments reserve the right to be present at the Final Inspection. The red-line record drawings and asset schedules shall also be reviewed. If any deficiencies are not satisfactorily addressed or additional deficiencies are identified, the Contractor will have 10 working days to complete the corrective work. 6-8.6 Request for Completion. The Engineer will not accept the Work or any portion of the Work before all of the Work is completed and all outstanding deficiencies are corrected by the Contractor, and the Engineer is satisfied that all of the Work meets the requirements of the Contract Documents. Once the Final Walk-Through has been completed and all outstanding deficiencies satisfactorily completed to Agency’s approval, the Contractor shall submit a written assertion in the form of Request for Completion letter, certifying that the Work has been completed. 6-8.7 Completion. Upon receipt of the Request for Completion letter, the Agency shall review the written assertion within 2 working days. If, in the Engineer’s judgment, the Work has been completed in accordance with the Contract Documents, the Agency will issue a Completion Letter. The completion date will be the date to which liquidated damages will be computed. Use, temporary, interim or permanent, of all, or portions of, the Work does not constitute completion or acceptance of the Work. 6-8.8 Acceptance. Acceptance will occur after all the requirements contained in the Contract Documents have been fulfilled. If, in the Engineer’s judgment, the Contractor has fully performed the Contract, the Engineer will so certify to the Board. Upon such certification by the Engineer, the Board may accept the Work. Upon the Board’s acceptance of the Work, the Agency will cause a “Notice of Completion” to be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of acceptance of the Work. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 96 of 151 6-8.9 Warranty. All work shall be warranted for one (1) year after acceptance of the Work and any faulty work or materials discovered during the warranty period shall be repaired or replaced by the Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as a warranty bond for the warranty period. The Contractor shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the Agency may perform this work and the Contractor’s sureties shall be liable for the cost thereof. 6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work, or a portion thereof, within the time allowed will result in damages being sustained by the Agency. For each consecutive working day in excess of the time specified for completion of Work, or a portion thereof, as adjusted in accordance with Section 6-6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of one thousand five hundred ($1,500.00). Such sum is liquidated damages and shall not be construed as a penalty and may be deducted from payments due the Contractor if such delay occurs. Execution of the Contract shall constitute agreement by the Agency and Contractor that the amount specified above per day is the minimum value of costs and actual damages caused by the Contractor to complete the Work within the allotted time. Any progress payments made after the specified completion date shall not constitute a waiver of this paragraph or of any damages. 6-10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency reserves the right to take over and utilize all or part of any completed facility or appurtenance. The Contractor will be notified in writing in advance of such action. Such action by the Agency will relieve the Contractor of responsibility for injury or damage to said completed portions of the improvement resulting from use by public traffic or from the action of the elements or from any other cause, except Contractor operations or negligence. The Contractor will not be required to reclean such portions of the improvement before field acceptance, except for cleanup made necessary by its operations. Nothing in this section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials. In the event the Agency exercises its right to place into service and utilize all or part of any completed facility or appurtenance, the Agency will assume the responsibility and liability for injury to persons or property resulting from the utilization of the facility or appurtenance so placed into service, except for any such injury to persons or property caused by any willful or negligent act or omission by the Contractor, Subcontractor, their officers, employees, or agents. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 97 of 151 SECTION 7 – RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR’S EQUIPMENT AND FACILITIES. The Contractor shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws. 7-2 LABOR. 7-2.1 General. Only competent workers shall be employed on the Work. Any person employed who is found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable, or who fails or refuses to perform work properly and acceptably, shall be immediately removed from the Work by the Contractor and not be reemployed on the Work. 7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comply with applicable provisions of the Labor Code and Federal, State, and local laws related to labor. The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and nondiscrimination because of race, color, national origin, sex, or religion. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations. In accordance with the Labor Code, the Board has on file and will publish a schedule of prevailing wage rates for the types of work to be done under the Contract. The Contractor shall not pay less than these rates. Each worker shall be paid subsistence and travel as required by the collective bargaining agreement on file with the State of California Department of Industrial Relations. The Contractor’s attention is directed to Section 1776 of the Labor Code which imposes responsibility upon the Contractor for the maintenance, certification, and availability for inspection of such records for all persons employed by the Contractor or Subcontractor in connection with the project. The Contractor shall agree through the Contract to comply with this Section and the remaining provisions of the Labor Code. 7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the Public Works Contract. The cost of this insurance shall be included in the Contractor’s Bid. 7-4 WORKERS’ COMPENSATION INSURANCE. Before execution of the Contract by the Board, the Contractor shall file with the Engineer the following signed certification: “I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.” Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 98 of 151 The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for, and maintaining in full force and effect for the duration of the contract, complete Workers’ Compensation Insurance, and shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The Agency, its officers, or employees, will not be responsible for any claims in law or equity occasioned by failure of the Contractor to comply with this paragraph. All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective. All insurance is to be placed with insurers that are admitted and authorized to conduct business in the state of California and are listed in the official publication of the Department of Insurance of the State of California. Policies issued by the State Compensation Fund meet the requirement for workers' compensation insurance. 7-5 PERMITS. Except as specified herein the Contractor will obtain, at no cost to the Contractor all City of Carlsbad encroachment, right-of-way, grading and building permits necessary to perform work for this contract on Agency property, streets, or other rights-of-way. Contractor shall not begin work until all permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits for the disposal of all materials removed from the project. The cost of said permit(s) shall be included in the price bid for the appropriate bid item and no additional compensation will be allowed therefor. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, those permits required for night work, oversize load, blasting, and demolition. The Contractor shall pay all business taxes or license fees that are required for the Work. 7-5.1 Resource Agency Permits. No resource agency permits are required for the Work. 7-5.2 Air Pollution Control Permits. The use of materials or activities that can generate air emissions are regulated by the California Air Resource Board (CARB) and the San Diego County Air Pollution Control District (SDAPCD) and either require permits or are subject to state or local air regulations which establish limitations on equipment or product use or VOC content and requirements for recordkeeping and reporting. These materials and activities include, but are not limited to the following: • Abrasive blasting • Adhesives • Asbestos abatement, removal or disruption • Coating or painting • Concrete curing compounds • Demolition of buildings, equipment or structures • Fiberglass/polyester resin layup or machining • Operation of non-road diesel engines greater than 49 hp (including generators, compressors, pumps, hydro blasters, etc.) • Operation of off-road diesel engines greater than 25 hp (including forklifts, construction equipment, load handlers, etc.) • Solvents • Welding Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 99 of 151 Operators of portable engines and other types of equipment can register their units under the CARB Statewide Portable Equipment Registration Program (PERP) in order to operate their equipment throughout California. However, the use of portable equipment (e.g., bypass pumps) to perform the function of permitted stationary equipment is subject to SDAPCD regulation in addition to CARB requirements. Diesel-engine driven generators or equipment shall have a valid permit or registration in accordance with the California Air Resources Board and/or the San Diego County Air Pollution Control District regulations prior to mobilization to the site. The Contractor shall submit a copy of the permit or registration documents for all equipment subject to state or local air pollution control regulations and maintain the permit or registration documents in valid standing during the performance of the Work. Products such as paints, adhesives, resins, solvents and other products shall comply with the Volatile Organic Compound (VOC) content limits established by CARB and/or the SDAPCD. The Contractor shall be responsible for determining that such products can be used legally in the performance of the Work. The Contractor shall maintain and submit records to the City Engineer on the quantities of paints or solvents used as may be required by applicable regulations. Prior to starting any activity that is required to have an air pollution control permit or registration, the Contractor shall verify the applicability of the latest air pollution control regulations pertaining to the proposed materials, equipment and operations and obtain and comply with applicable requirements: • Rule 11 – Exemptions from Rule 10 Permit Requirements Rule 12 – Registration of Specified Equipment • Rule 12.1 – Portable Equipment Registration • Rule 51 – Nuisance • Rule 67.0.1 – Architectural Coatings • Rule 67.17 – Storage of Materials Containing Volatile Organic Compounds • Rule 71 – Abrasive Blasting San Diego Air Pollution Control District: 858-586-2600 https://www.sdapcd.org/content/sdapcd/permits.html California Air Resource Board: https://ww2.arb.ca.gov/our-work/programs/portable-equipment-registration-program-perp/about 7-6 THE CONTRACTOR’S REPRESENTATIVE. Before starting work, the Contractor shall designate in writing a representative who shall have complete authority to act for it. An alternative representative may be designated as well. The representative or alternate shall be present at the Work site whenever work is in progress or whenever actions of the elements necessitate its presence to take measures necessary to protect the Work, persons, or property. Any order or communication given to this representative shall be deemed delivered to the Contractor. A joint venture shall designate only one representative and alternate. In the absence of the Contractor or its representative, instructions or directions may be given by the Engineer to the superintendent or person in charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the Contractor or its representative. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 100 of 151 In order to communicate with the Agency, the Contractor’s representative, superintendent, or person in charge of specific work shall be able to speak, read, and write the English language. The qualifications for the Contractor's Representative shall include at a minimum: 1. At least three years of experience in a superintendent capacity for projects that are similar in scope and cost to the projects identified in the Contractor’s Statement of Technical Ability and Experience submitted with the bid, and successful completion of at least three projects involving sewer gravity main installation and sewer manhole rehabilitation with contract values over $1,500,000. The Contractor shall be responsible for submitting verifiable experience records. 2. Completion of OSHA 30-hour Construction Training Course. Submit certification as proof. The City reserves the right to disqualify bidders if the required technical ability and experience for the Contractor's Representative is not established. In the event that the Contractor proposes to change the Contractor's Representative prior to Project completion, the Contractor shall notify the Agency and submit the qualifications of the proposed Contractor's Representative for the Engineer's review at least two weeks prior to the proposed change. The qualifications shall demonstrate that the minimum requirements of the position, as described herein, are satisfied. The Engineer will review the qualifications of proposed Contractor's Representative within 5 working days of receipt. No change in Contractor's Representative will be allowed without the Agency's approval. In the event of a change in Contractor's Representative without prior approval, Agency reserves the right to suspend work, at the Contractor's cost, until a qualified Contractor's Representative is approved for the Project. 7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for ascertaining the nature and extent of any simultaneous, collateral, and essential work by others. The Agency, its workers and contractors and others, shall have the right to operate within or adjacent to the Work site during the performance of such work. The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate their operations and cooperate to minimize interference. The Contractor shall include in its Bid all costs involved as a result of coordinating its work with others. the Contractor will not be entitled to additional compensation from the Agency for damages resulting from such simultaneous, collateral, and essential work. If necessary to avoid or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Work. Should the Contractor be delayed by the Agency, and such delay could not have been reasonably foreseen or prevented by the Contractor, the Engineer will determine the extent of the delay, the effect on the project, and any extension of time. 7-7.1 Coordination. The Contractor shall coordinate and cooperate with all utility companies during the mark-out and locating of their lines or during their relocation or construction if necessary. The Contractor may be granted a time extension if, in the opinion of the Engineer, a Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 101 of 151 delay is caused by the utility company. No additional compensation will be made to the Contractor for any such delay. 7-7.1.1 Construction Staging. A portion of the Poinsettia Lift Station property is reserved for the Contractor’s use of lay down and staging. The property is located at 2425 Poinsettia Lane and adjacent to STA 0+00 on the Plan. Extents of the designated staging area are detailed on the plan. The Contractor shall be responsible for site security and maintenance of BMPS while using the property. The Contractor is also responsible for obtaining additional offsite staging area if required to construct the improvements. Costs for securing the additional offsite staging areas shall be included in the Contractor’s lump sum price for mobilization and no additional compensation will be allowed. While using the Poinsettia Lift Station property, the Contractor shall maintain access to the property for Carlsbad wastewater operations staff at all times from the property’s west entrance. Access to onsite buildings and manholes by city staff shall not be obstructed at any time. The Contractor’s preconstruction condition video shall include the Poinsettia Lift Station Property. 7-7.1.2 Alga Norte Park Summer Concert Series. Concerts are scheduled to be held at Alga Norte park on Friday August 14 and 21, 2026. Temporary additional parking for these events will be provided in the Bike Lane and No. 2 West Bound lane of Poinsettia between Alicante Road and Quartz Way, approximate Station 4+00. Traffic controls providing the parking area will be implemented on Poinsettia Lane by the city at noon on these dates. The Contactor shall coordinate with the city to ensure traffic controls do not conflict between the events and the Project. 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods. When required by the Plans or Specifications, the Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles at least once each working day for the purpose of keeping paved areas acceptably clean wherever construction, including restoration, is incomplete. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the Contractor’s Bid. Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned. Excess excavation material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 102 of 151 Failure of the Contractor to comply with the Engineer’s cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension. Cleanup and dust control required herein shall also be executed on weekends and other non-working days when needed to preserve the health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust control throughout the duration of the Contract. The Engineer may require increased levels of cleanup and dust control that, in his/her sole discretion, are necessary to preserve the health, safety and welfare of the public. Cleanup and dust control shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefor. 7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. 7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the Work within the Contract time and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations. 7-8.4 Sanitation. The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the Work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps. Wastewater shall not be interrupted. Should the Contractor disrupt existing sewer facilities, sewage shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage shall not be permitted to flow in trenches or be covered by backfill. 7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, and remove all temporary light, power, and water at its own expense. These include piping, wiring, lamps, and other equipment necessary for the Work. The Contractor shall not draw water from any fire hydrant (except to extinguish a fire), without obtaining permission from the water agency concerned. The Contractor shall obtain a construction meter for water used for the construction, plant establishment, maintenance, cleanup, testing and all other work requiring water related to this contract. The Contractor shall contact the appropriate water agency for requirements. The Contractor shall pay all costs of temporary light, power and water including hookup, service, meter and any, and all, other charges, deposits and/or fees therefor. Said costs shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefor. 7-8.6 Water Pollution Control. The Contractor shall exercise every reasonable precaution to protect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule operations so as to minimize or avoid muddying and silting of said channels, drains, and waters. Water pollution control work shall consist of constructing those facilities which may be required to provide prevention, control, and abatement of water pollution. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 103 of 151 The Contractor shall comply with the California State Water Resources Control Board (SWRCB) Order Number R9-2013-0001, National Pollutant Discharge Elimination System (NPDES) Permit and Waste Discharge Requirements for Discharges from the Municipal Separate Storm Sewer Systems (MS4s) Draining the Watersheds within the San Diego Region, and amendments thereto, and with all requirements of the Storm Water Pollution Prevention Plan for this project in accordance with these regulations. A Tier 2 Storm Water Pollution Prevention Plan (SWPPP) is provided to the Contractor, in Appendix “D”, for use in preparing the Project SWPPP for approval by the City. The Contractor shall be responsible for the preparation and implementation of the SWPPP and coordination with the City and the Regional Water Quality Control Board. Refer to Section 300-12. 7-8.6.1 Dewatering. Dewatering shall be performed by the Contractor when specifically required by the Plans or Specifications or specified in the bid schedule, and as necessary for construction of the Work. Dewatering shall be performed in conformance with all applicable local, state and Federal laws and permits issued by jurisdictional regulatory agencies. Permits necessary for the discharge of groundwater to land or the sanitary sewer system shall be obtained by the Contractor unless provided by the City. Water shall be treated prior to disposal if so specified in the Special Provisions or required by a permit. The Contractor shall submit a Dewatering Plan and related supporting information detailing its proposed plan and methodology of dewatering, treatment/pretreatment (when required for permit compliance) and disposal of accumulated water. The plan shall identify the following: 1. location, type and size of dewatering devices and related equipment, 2. size and type of materials composing the collection system, 3. size and type of equipment to be used to retain and, if required, treat accumulated water, 4. the proposed disposal locations, and 5. any other information required by the jurisdictional agency. If the proposed disposal location is a sanitary sewer, the Contractor shall comply with the Special Use Discharge Permit from the Encina Wastewater Authority (Appendix E). If the proposed disposal location is a storm drain system or receiving body of water, the Contractor shall submit written evidence of permission from the owner of the storm drain system and, if not obtained by the Agency, original signed permits from jurisdictional regulatory agencies or written evidence that such permits are not required. The City will install a groundwater monitoring well at the location shown on the Plans and provide the results of any tests conducted by the City to the Contractor prior to the start of construction. The Contractor shall perform additional sampling and testing to support the application for the Special Use Discharge Permit or any other permit, and during construction to demonstrate compliance with the Special Use Discharge Permit or any other permit as required. The Contractor will submit test results furnished by the City to the Encina Wastewater Authority in accordance with the special use permit requirements. All costs for dewatering including sample collection, testing, permit application fees and installation, testing and operation of the dewatering system shall be made at the contract price specified in the bid schedule for Dewatering. If no such bid item is listed, payment shall be considered included in the bid item of work requiring dewatering and no separate or additional payment shall be made therefor. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 104 of 151 7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic concrete, or other acceptable material will be permitted when necessary. Such dams shall be removed from the site as soon as their use is no longer necessary. 7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers in good repair when in use on the project with special attention to the City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The Contractor shall repair or replace all existing improvements within the right-of-way which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations. When a portion of a sprinkler system within the right-of-way must be removed, the remaining lines shall be capped. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension. Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with 307-1.5. Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If damaged or removed due to Contractor’s operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be restored with sod and unpaved areas covered with suitable mulch. The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-of-way which are designated for removal and would be destroyed because of the Work. All costs to the Contractor for protecting, removing, and restoring existing improvements shall be included in the Bid. 7-9.1 Preconstruction Survey. The Contractor shall perform a preconstruction survey of the project site to provide a record of preconstruction conditions. This survey shall include the following as a minimum: 1. Video of existing public right-of-way or easements, proposed alignment, utility mark-outs, working areas, staging and storage areas. Conduct the survey after construction staking has been completed. 2. Video of construction access roads to be used by the Contractor, including all public and private streets used for access to and from the work site. Indicate areas of damaged paving. 3. Any other areas as directed by the Owner which may be disturbed or which are to be protected from the Contractor’s operations. 4. Photographs and video of potential “problem areas” and private property adjacent to the Work. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 105 of 151 5. Notify the Owner seven calendar days in advance and coordinate the scheduling of the video so that a representative of the Owner may accompany the Contractor during the videotaping. 6. At the completion of the survey, the Contractor shall present the Owner with a report detailing the existing conditions at each proposed pipeline site, staging, and stockpile areas. The report shall include the following as a minimum: a. One copy of the video in color in digital format. b. One digital photograph of each “potential problem area”. c. Written summary of “potential problem areas” and the Contractor’s recommendations to address these areas. 7. Documentation (including report) of existing conditions shall be completed within 15 days of the Notice to Proceed. The Contractor will not be allowed to begin potholing, excavation or dewatering activities until the final report has been submitted and accepted by the Owner. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.1 Traffic and Access. The Contractor’s operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided. In areas where site access is restricted, the Contractor is responsible for coordinating site access. All communications shall be made through the City inspector unless otherwise approved. No excavation or vehicle access will be allowed to occur outside of the easement, outside of the right-of-way, or in vegetated or landscaped areas unless otherwise shown on the Plans or as approved by the Engineer. Safe and adequate pedestrian and vehicular access shall be provided and maintained to fire hydrants; commercial and industrial establishments; churches, schools and parking lots; service stations and motels; hospitals; police and fire stations; public transportation stops and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Engineer. Pedestrian crossings of the Work at intervals not exceeding 300 feet (90 m) shall be provided and maintained unless otherwise approved by the Engineer. The Contractor shall refer to and comply with the requirements of Section 302-15 and Part 6 of the Supplemental Provisions. 7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways after unloading. Construction equipment shall not be stored at the Work site before its actual use on the Work or after it is no longer needed. All materials or equipment not installed or used in construction on any given day shall be stored elsewhere by the Contractor at its expense unless otherwise approved by the Engineer. Excavated material, except that which is to be used as backfill in the adjacent trench on the same day, shall not be stored in public streets. After placing backfill, all excess material shall be removed immediately from the site. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 106 of 151 7-10.3 Street Closures, Detours, Barricades. The Contractor shall comply with all applicable State, County, and City requirements for closure of streets. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flag persons, and watchpersons. The Contractor shall be responsible for compliance with additional public safety requirements which may arise. The Contractor shall furnish and install signs and warning devices and promptly remove them upon completion of the Work. After obtaining the Engineers approval and at least 5 working days before closing, detouring, partially closing or reopening any street, alley or other public thoroughfare the Contractor shall notify the following: The Engineer......................................................................................... 442-339-2766 Carlsbad Fire Administration ................................................................. 442-339-2141 Carlsbad Police Department Dispatch ................................................... 442-339-2197 Carlsbad Traffic Signals Maintenance ................................................... 760-438-2980 Carlsbad Traffic Signals Operations ...................................................... 442-339-2736 North County Transit District ................................................................. 760-966-6500 Republic Services ................................................................................. 760-332-6464 The Contractor shall comply with their requirements. The Contractor shall obtain the Engineer’s written approval prior to deviating from the requirements of 2) through, and including, 7) above. The Contractor shall obtain the written approval no less than five working days prior to placing any traffic control that affects bus stops. The Contractor shall secure approval, in advance, from authorities concerned for the use of any bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit, with signs and posting conforming to current requirements covering “signs” as set forth in the Traffic Manual published by the California Department of Transportation. This manual shall also apply to the street closures, barricades, detours, lights, and other safety devices required. All costs involved shall be included in the Bid. Temporary traffic controls shall be in accordance with the Plans, the TCP, the California Manual on Uniform Traffic Control Devices (MUTCD), current edition, and the Contract Documents. 7-10.3.1 Construction Area Signs and Control Devices. All construction traffic signs and control devices shall be maintained throughout the duration of work in good order and according to the approved traffic control plan. All temporary traffic control devices shall conform to Caltrans Standard Specification 12-3. Warning and advisory signs, lights and devices shall be furnished, installed and maintained by the Contractor and shall be promptly removed by the Contractor when no longer required. Warning and advisory signs that remain in place overnight shall be stationary mounted signs. Stationary signs that warn of non-existent conditions shall be removed from the traveled way and from the view of motorists in the traveled way or shielded from the view of the traveling public during such periods that their message does not pertain to existing conditions. All excavation required to install stationary construction area signs shall be performed by hand methods without the use of power equipment. Warning and advisory signs that are used only during working hours may be portable signs. Portable signs shall be removed from the traveled way and shielded from the view of the traveling public during non-working hours. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 107 of 151 Personal vehicles of the Contractor's employees shall not be parked within the traveled way, including any Section closed to public traffic. Whenever the Contractor’s vehicles or equipment are parked on the shoulder within 6’ of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at not less than 25’ intervals to a point not less than 25’ past the last vehicle or equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A W20-1 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a signpost or telescoping flag tree with flags. The signpost or flag tree shall be placed where directed by the Engineer. 7-10.3.2 Maintaining Traffic. The Contractor’s personnel shall not work closer than 1.8 m (6’) nor operate equipment within 0.6 m (2’) from any traffic lane occupied by traffic. For equipment, the distance shall be measured from the closest approach of any part of the equipment as it is operated and/or maneuvered in performing the work. This requirement may be waived when the Engineer has given written authorization to the reduction in clearance that is specific to the time, duration and location of such waiver, when such reduction is shown on the traffic control plans included in these Contract Documents, when such reduction is shown on the traffic control plans prepared by the Contractor and approved by the Engineer or for the work of installing, maintaining and removing traffic control devices. As a condition of such waiver the Engineer may require the Contractor to detour traffic, adjust the width of, or realign the adjacent traffic lane, close the adjacent traffic lane or provide barriers. During the entire construction, a minimum of one, 12-foot wide paved traffic lane shall be open for use by public traffic in each direction of travel. 7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing traffic lanes or pedestrian walkways in accordance with the details shown on the plans, California Manual on Uniform Traffic Control Devices (FHWA MUTCD, current edition, as amended for use in California) and provisions under "Maintaining Traffic" elsewhere in these Provisions. The provisions in this section will not relieve the Contractor from its responsibility to provide such additional devices or take such measures as may be necessary to maintain public safety. When lanes are closed for only the duration of work periods, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder at the end work period. If the Contractor so elects, said components may be stored at selected central locations, approved by the Engineer, within the limits of the right-of-way. 7-10.3.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic striping operations, traffic shall be controlled with lane closures, as provided for under "Traffic Control System for Lane Closure" of these Supplemental Provisions or by use of an alternative traffic control plan proposed by the Contractor and approved by the Engineer. The Contractor shall not start traffic striping operations using an alternative plan until the Contractor has submitted its plan to the Engineer and has received the Engineer's written approval of said plan. 7-10.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished, placed, maintained and removed in accordance with the minimum standards specified in the latest California Manual on Uniform Traffic Control Devices (CAMUTCD) published by Caltrans. Whenever the work causes obliteration of pavement delineation, Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 108 of 151 temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall be provided at all times for traveled ways open to public traffic. All work necessary, including any required lines or marks, to establish the alignment of temporary pavement delineation shall be performed by the Contractor. When temporary pavement delineation is removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed by grinding. Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material. Temporary pavement delineation shall not be applied over existing pavement delineation or other temporary pavement delineation. Temporary pavement delineation shall be maintained until superseded or replaced with permanent pavement delineation. Temporary pavement delineation shall be removed when, as determined by the Engineer, the temporary pavement delineation conflicts with the permanent pavement delineation or with a new traffic pattern for the area and is no longer required for the direction of public traffic. When temporary pavement delineation is required to be removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed. 7-10.3.6 Preparation of Traffic Control Plans. The Contractor shall submit traffic control plans (TCPs) as a part of the Work for all construction activities that are located within the traveled way. TCPs shall be prepared by a professional engineer registered in the State of California and regularly engaged in the preparation of traffic control plans. Design of TCPs for construction shall meet the requirements of the City and the California Manual on Uniform Traffic Control Devices as published by Caltrans. Submittal and review requirements for TCPs shall conform to Section 2-5.3 Shop Drawings and Submittals. The Contractor must obtain the Engineer’s approval prior to implementing TCPs. The minimum 20-day review period specified in Section 2-5.3.1 for shop drawings and submittals shall pertain to each submittal of TCPs. New or revised TCP submittals shall include all TCPs needed for the entire duration of the Work. Each TCP phase shall be prepared in sufficient scale and detail to show the lane widths, transition lengths, curve radii, stationing of features affecting the traffic control plan and the methodology proposed to transition to the subsequent TCP phase. When the vertical alignment of the traveled surface differs from the finished pavement elevation, vertical curves must also be shown. The Engineer shall be the sole judge of the suitability and quality of any such TCPs. 7-10.3.7 Payment. The contract price paid for Traffic Control shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for performing all work involved to implement the traffic control system, complete in-place, including, but not limited to, preparing and revising TCPs, flag persons, installing temporary or permanent traffic control devices such as barriers, delineators, lighting, signage, portable changeable message signs, striping, pavement markers and markings in accordance with the Contract Documents and as directed by the Engineer. Progress payments for Traffic Control will be based on the percentage of the improvement work necessitating traffic control and completed. 7-10.4 Safety. 7-10.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 109 of 151 Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers’ protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil Engineer. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer. Payment for performing all work necessary to provide safety measures shall be included in the prices bid for other items of work except where separate bid items for excavation safety are provided or required by law. 7-10.4.2 Use of Explosives. Explosives may be used only when authorized in writing by the Engineer, or as otherwise stated in the Specifications. Explosives shall be handled, used, and stored in accordance with all applicable regulations. The Engineer’s approval of the use of explosives shall not relieve the Contractor from liability for claims caused by blasting operations. 7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous substances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Section 5194 of the California Code of Regulations shall be requested by the Contractor from the manufacturer of any hazardous products used. Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label. The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions. 7-10.4.4 Confined Spaces. (a) Confined Space Entry Program. The Contractor shall be responsible for implementing, administering and maintaining a confined space entry program (CSEP) in accordance with Sections 5156, 5157 and 5158, Title 8, CCR. Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to the Engineer. The CSEP shall address all potential physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following: 1. Training of personnel 2. Purging and cleaning the space of materials and residue 3. Potential isolation and control of energy and material inflow 4. Controlled access to the space 5. Atmospheric testing of the space 6. Ventilation of the space 7. Special hazards consideration 8. Personal protective equipment 9. Rescue plan provisions Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 110 of 151 The Contractor’s submittal shall include the names of its personnel, including subcontractor personnel, assigned to the project who will have CSEP responsibilities, their CSEP training, and their specific assignment and responsibility in carrying out the CSEP. (b) Permit-Required Confined Spaces. Entry into permit-required confined spaces as defined in Section 5157, Title 8, CCR may be required as a part of the Work. All manholes, tanks, vaults, pipelines, excavations, or other enclosed or partially enclosed spaces shall be considered permit-required confined spaces until the pre-entry procedures demonstrate otherwise. The Contractor shall implement a permit space program prior to performing any work in a permit-required confined space. A copy of the permit shall be available at all times for review by Contractor and Agency personnel at the Work site. (c) Payment. Payment for implementing, administering, and providing all equipment and personnel to perform the CSEP shall be included in the bid items for which the CSEP is required. 7-10.4.5 Safety and Protection of Workers and Public. The Contractor shall take all necessary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workers and public and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials. 7-10.4.6 Flood Lighting. 7-10.4.6.1 General. When work is being performed during hours of darkness, as defined in Division 1, Section 280, of the California Vehicle Code, flood lighting shall be used to illuminate the Work site, flagger stations, equipment crossings and other hazardous areas. Flood lighting shall provide visibility for a distance of 1/2 mile (800 m). Flood lights shall not shine directly into the view of oncoming traffic. 7-10.4.6.2 Payment. No separate or additional payment will be made for flood lighting. Payment shall be included in the Contract Unit Price or lump sum price in the Bid for the various Bid items. 7-10.4.7 Security and Protective Devices. 7-10.4.7.1 General. Security and protective devices shall consist of fencing, steel plates, or other devices as specified in the Special Provisions to protect open excavations. 7-10.4.7.2 Security Fencing. The Contractor shall completely fence open excavations. Security fencing shall conform to 304-5. Security fencing shall remain in place unless workers are present and construction operations are in progress during which time the Contractor shall provide equivalent security. 7-10.4.7.3 Payment. No separate or additional payment will be made for security fencing or protective devices. Payment shall be included in the Contract Unit Price or lump sum price in the Bid for the various Bid items. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 111 of 151 7-10.4.8 Steel Plate Covers. 7-10.4.8.1 General. The Contractor shall provide, install, and maintain steel plate covers as necessary to protect from accidental entry into openings, trenches, and excavations. Plates shall provide complete coverage to prevent any person, bicycle, motorcycle, or motor vehicle from being endangered due to plate movement causing separations or gaps. The Contractor shall submit the design in accordance with Section 2-5.3 which shall include the following criteria: 1. The approval of steel plate bridging shall be at the sole discretion of the Engineer. 2. Steel plate bridging shall be designed to support HS20-44 truck loading per Caltrans Bridge Design Specifications Manual. 3. Surfaces exposed to pedestrian or vehicular traffic shall be non-skid. The Contractor shall maintain a non-skid surface on the steel plate having a minimum coefficient of friction equivalent to 0.35 as determined by California Test Method 342. If a different test method is used, the Contractor may utilize standard test plates with known coefficients of friction available from each Caltrans District Materials Engineer to correlate skid resistance results to California Test Method 342. 4. The Contractor shall install signage with a 2-inch (51 mm) minimum letter height indicating the steel plate cover load limit, the Company’s name, and a 24-hour emergency contact phone number. The 5. Contractor shall install Rough Road (W33) sign with black lettering on an orange background in advance of steel plate bridging. 6. The Contractor is responsible for the maintenance of the plates and asphalt concrete ramps or other devices used to secure the plates and shoring of the trench to support all loads. 7. Contractor shall immediately mobilize necessary personnel and equipment to repair plate movements, separation, noise, anchors, asphalt ramps or any other deficiency. Failure to respond within 2 hours after being notified by the Engineer shall be grounds for the City to perform necessary repairs at the expense of the Contractor. 8. When plates are removed, the pavement surface shall be repaired to the satisfaction of the Engineer. 9. For trench widths exceeding those in Table 7-10.4.8.2, a structural design shall be prepared by a California registered civil or structural engineer regularly engaged in the design of shoring systems. 7-10.4.8.2 Thickness. Steel plate covers shall conform to Table 7-10.4.8.2. TABLE 7-10.4.8.2 Trench Width Steel Plate Cover Thickness Less than 10" 1/2" (12.5 mm) 10" (250 mm) to 1'-11" (580 mm) 3/4" (19 mm) 2' (600 mm) to 2'-7" (790 mm) 7/8" (22 mm) 2'-8" (820 mm) to 3'-5" (1040 mm) 1" (25 mm) 3'-6" (1070 mm) to 5'-3" (1600 mm) 1-1/4" (32 mm) More than 5'-3" (1600 mm) See Note 1 Notes: The Contractor shall submit a Working Drawing and calculations based on AASHTO H20-44 bridge loading. 7-10.4.8.3 Installation. Steel plate covers shall extend a minimum of 2 feet (600 mm) beyond trench edges. Unless otherwise specified in the Special Provisions or approved by the Engineer Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 112 of 151 for the site conditions prior to use, steel plate covers shall be installed using Method 1. Method 2 shall not be used in a traveled lane. Method 1. The pavement shall be cold milled to a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate. The cold milling shall produce a flat surface to support the plate with no horizontal or vertical movement. Horizontal gaps between the unmilled pavement and the plate shall not exceed 1 inch (25 mm) and shall be filled with elastomeric sealant material which may, at the Contractor’s option, be mixed with no more that 50%, by volume, of Type I aggregate conforming to the requirements of Tables 203-5.2(B) and 203-5.3(A). Method 2. The approach plate and ending plate (in longitudinal placement) shall be attached to the surface by a minimum of 2 dowels, ¾” diameter (19 mm), drilled at the corners of the plate and drilled 6 inches (150 mm) into the pavement. Subsequent plates may be butted next to each other. Temporary asphalt concrete (D2-SC 800) shall be used to construct tapers from the steel plate surface to the existing surface at a 12-inch (300 mm) run for each 1 inch (25 mm) thickness of steel plate. When steel plates are removed, the dowel holes in the pavement section shall be completely filled with elastomeric sealant material. Advance traffic warning signs shall be installed as specified in the Special Provisions or shown on the TCP. 7-10.4.8.4 Payment. Steel plate bridging materials including, but not limited to steel plates, anchoring devices, cold milling, elastomeric sealant material, asphalt ramping and padding, signage, placing, installation, removal, relocation, preparation and processing of shop drawings and submittals to support the use of steel plate bridging and all other materials, labor, supervision, overhead of any type or description will be considered as incidental to the work. No separate or additional payment for steel plate bridging will be made. No extension to contract time will be allowed for, or because of, the use of steel plate bridging. 7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb in its Bid the patent fees or royalties on any patented article or process furnished or used in the Work. The Contractor shall indemnify and hold the Agency harmless from any legal action that may be brought for infringement of patents. 7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors, architects, or engineers may be displayed on removable signs. The size and location shall be subject to the Engineer’s approval. Commercial advertising matter shall not be attached to or painted on the surfaces of buildings, fences, canopies, or barricades. 7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National laws and County and Municipal ordinances and regulations which in any manner affect those employed in the Work or the materials used in the Work or in any way affect the conduct of the Work. The Contractor shall at all times observe and comply with such laws, ordinances, and regulations. Municipal ordinances that affect this work include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction project which would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 113 of 151 7-14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides: “In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or subcontract. The assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment of the parties.” Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 114 of 151 SECTION 8 – FACILITIES FOR AGENCY PERSONNEL 8-1 GENERAL. Field Facilities for Agency personnel are not required. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 115 of 151 SECTION 9 – MEASUREMENT AND PAYMENT 9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK. 9-1.1 General. Unless otherwise specified, quantities of work shall be determined from measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along longitudinal axis. Unless otherwise provided in Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension. The planimeter shall be considered an instrument of precision adapted to measurement of all areas. 9-1.2 Methods of Measurement. Materials and items of work which are to be paid for on basis of measurement shall be measured in accordance with methods stipulated in the particular sections involved. 9-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster’s certificates showing actual net weights. The Agency will accept the certificates as evidence of weights delivered. 9-1.4 Units of Measurement. The system of measure for this contract shall be the U.S. Standard Measures. 9-2 LUMP SUM WORK. Items for which quantities are indicated “Lump Sum”, “L.S.”, or “Job”, shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the items of work and all work appurtenant thereto. The Contractor shall submit to the Engineer within 15 days after award of Contract, a detailed schedule in triplicate, to be used as a basis for determining progress payments on a lump sum contract or designated lump sum bid item. This schedule shall equal the lump sum bid and shall be in such form and sufficiently detailed as to satisfy the Engineer that it correctly represents a reasonable apportionment of the lump sum. 9-3 PAYMENT. 9-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment to the Contractor will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given in the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of Section 3-2.2.1. The unit and lump sum prices to be paid shall be full compensation for the items of work and all appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals. Payment will not be made for materials wasted or disposed of in a manner not called for under the Contract. This includes rejected material not unloaded from vehicles, material rejected after Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 116 of 151 it has been placed, and material placed outside of the Plan lines. No compensation will be allowed for disposing of rejected or excess material. Payment for work performed or materials furnished under an Assessment Act Contract will be made as provided in particular proceedings or legislative act under which such contract was awarded. Whenever any portion of the Work is performed by the Agency at the Contractor’s request, the cost thereof shall be charged against the Contractor, and may be deducted from any amount due or becoming due from the Agency. Whenever immediate action is required to prevent violation of any law, injury, death, or property damage, and precautions which are the Contractor’s responsibility have not been taken and are not reasonably expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any amount due or becoming due from the Agency. Agency action or inaction under such circumstances shall not be construed as relieving the Contractor or its Surety from liability. Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such payment be construed to be acceptance of any of the Work. Payment shall not be construed as the transfer of ownership of any equipment or materials to the Agency. Responsibility of ownership shall remain with the Contractor who shall be obligated to store any fully or partially completed work or structure for which payment has been made; or replace any materials or equipment required to be provided under the Contract which may be damaged, lost, stolen or otherwise degraded in any way prior to acceptance of the Work, except as provided in Section 6-10. Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the “Notice of Completion.” If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor’s failure to pay for labor or materials used in the Work, all money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws. At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed by law, the amount deducted from the final estimate and retained by the Agency will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained. 9-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the Agency’s payment procedure. Each month, the Engineer will make an approximate measurement of the work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on contract unit prices, completed change order work and as provided for in Section 9-2 of these General Provisions. Progress payments shall be made no later than thirty (30) calendar Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 117 of 151 days after the closure date. Five (5) working days following the closure date, the Engineer shall complete the detailed progress pay estimate and submit it to the Contractor for the Contractor’s information. Should the Contractor assert that additional payment is due, the Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than seven (7) days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. In conformance with Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within thirty (30) days after receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure. From each progress estimate, 5 percent will be deducted and retained by the Agency, and the remainder less the amount of all previous payments will be paid. The Agency will withhold not less than 5 percent of the total Contract amount until acceptance of the performance of the Contract. No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9. As provided in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the Contract. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the contract bid item and change order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate. The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make written statement disputing any bid item or change order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all contract bid items and change order items. If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 calendar days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 3-5, Disputed Work. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 118 of 151 The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items. 9-3.2.1 Payment for Claims. Except for those final payment items disputed in the written statement required in Section 9-3.2 all claims of any dollar amount shall be submitted in a written statement by the Contractor no later than the date of receipt of the final payment estimate. Those final payment items disputed in the written statement required in Section 9-3.2 shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which written notice or protest is required under any provision of this contract including Sections 3-4 Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements. The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and determine the Contractor’s claims and it will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying the claims. Payment for claims shall be processed within 30 calendar days of their resolution for those claims approved by the Engineer. The Contractor shall proceed with informal dispute resolution under Section 3-5, Disputed Work, for those claims remaining in dispute. 9-3.3 Delivered Materials. The cost of materials and equipment delivered but not incorporated into the work will not be included in the progress estimate. 9-3.4 Mobilization. When a bid item is included in the Proposal form for Mobilization and subject to the conditions and limitations in the Specifications, the costs of work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate. When no such bid item is provided, payment for such costs will be considered to be included in the other items of work. 9-3.4.1 Mobilization and Preparatory Work. Payment for Mobilization and Preparatory Work will be made at the Contract price and includes full compensation for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the work involved in mobilization and preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct work on and off the project site and other offsite facilities necessary for work on the project; for all other facilities, sureties, work and operations which must be performed or costs incurred prior to beginning work on various contract items on or off the project site, excepting those specifically paid for under separate bid items. Such activities shall include, but are not limited to, coordination with Agency forces, securing permits, preconstruction survey (video and photographs), surveying and staking, securing construction water supply, providing power necessary for construction, providing all temporary construction fencing; installing, maintaining and removing project signs; providing on-site sanitary facilities; Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 119 of 151 posting OSHA requirements and establishing safety programs, demobilization and any other work or services not included in any other bid item. This work also includes the cost for maintaining and submitting the project record drawings at the end of the project. These record drawings must be reviewed monthly with the Agency to receive progress or final payments for any work. The Contractor hereby agrees that the price paid is sufficient for Mobilization and Preparatory Work, as described in this section, and that the Contractor shall have no right to additional compensation for Mobilization and Preparatory Work. Progress payments for Mobilization and Preparatory Work will be made as follows: For the first progress payment (after the issuance of the Notice to Proceed), payment will be made at forty percent (40%) of the amount bid for Mobilization and Preparatory Work. For the second progress payment, payment will be made at fifty percent (50%) of the amount bid for Mobilization and Preparatory Work. The remaining 10% of the amount bid for Mobilization and Preparatory Work will be made when all punch list items are signed-off and completed to the satisfaction of the City Inspector, and the Contractor has completely demobilized from the project site(s). 9-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in the Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents, General Provisions, or Technical Provisions/Specifications shall be considered as included in the Bid Items. Contractor must protect existing utilities, improvements, landscaping, irrigation systems, and vegetation in place. If damaged during the work, Contractor is responsible to repair or replace any utilities, improvements, landscaping, irrigation systems, and vegetation at his expense. Bid Schedule A – Poinsettia Lane Sewer Improvements Bid Item No. A-1: Mobilization The contract price paid for this bid item shall constitute payment for all mobilization work in accordance with Section 9-3.4.1. Bid Item No. A-2: Traffic Control Plan Preparation, Implementation and Maintenance The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, equipment and services to prepare traffic control plans and implement the temporary traffic control systems necessary to complete all phases of work in accordance with Section 601. Bid Item No. A-3: Tier 2 SWPPP Preparation, Implementation and Maintenance The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to submit for approval, implement, maintain, report, document, and amend as necessary a Tier 2 Storm Water Pollution Prevention Plan per Section 300-12. Bid Item No. A-4: Sewer By-Pass System The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to design, install and maintain temporary sewer bypass system during construction in accordance with the Contract Documents. The price paid shall include, but is not limited to, submittal of a sewer bypass plan; all connections, piping, redundant pumping units; fittings, plugs and vactor services; security; temporary asphalt (cold mix); protective barriers, ramps or plating; testing and maintenance of the system for the duration of the work; applying Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 120 of 151 for and obtaining all required SDAPCD permits for sewer bypass temporary generators as required in Specification 02960 – Temporary Bypass Pumping; removal of the system upon completion of work; and site restoration. Sewer bypass plan shall be designed to provide full system redundancy for required bypass flows. Sewer flow monitoring data for the Poinsettia Lane reach are provided in Appendix C for the contractor’s use. Bid Item No. A-5: Groundwater Dewatering Permitting and Plan The contract price paid for this bid item shall constitute full compensation to furnish all labor and services to design and permit a groundwater dewatering system in accordance with the Contract Documents. The price paid shall include, but is not limited to, submittal of a dewatering plan; applying for and obtaining a Special Use Discharge permit (Appendix E) with Encina Wastewater Authority (EWA) for groundwater discharge to the sanitary sewer; and all groundwater sampling and analysis to comply with EWA local discharge limits. Soil and groundwater conditions are detailed in the geotechnical report provided in Appendix B. Bid Item No. A-6: Groundwater Dewatering The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to install, implement operate and maintain a temporary groundwater dewatering system in the event groundwater is encountered within the trench zone during construction. The price paid shall include, but is not limited to; furnishing and installing all materials and systems per the permitted groundwater dewatering plan; system testing and maintenance for the duration of the work; furnishing, installing and material materials supporting the system (i.e: temporary asphalt (cold mix); protective barriers, ramps or plating, etc.); redundant pumping unit; sedimentation basins, security; disposal of all dewatering discharge; removal of the system upon completion of work and site restoration. Bid Item No. A-7: Excavation Support System The contract price paid for this bid item shall constitute full compensation to furnish and install sheeting, shoring, bracing, or equivalent method of support for excavations for the protection of life or limb which shall conform to applicable safety orders and the requirements of 7-10.4.1. This includes, but is not limited to, the preparation and submittal of a detailed plan showing the design of shoring, bracing, or other provisions to be made for worker protection from the hazard of caving ground in or adjacent to trenches or open excavations, and acceptance of said plan by the Engineer, in accordance with California Labor Codes 6705 and 6707. If such plan varies from the excavation support system standards of CCR, Title 8, Section 1541.1, the plan shall be prepared by a California registered civil or structural engineer. This bid item shall also include obtaining any required permit from the State Division of Industrial Safety. This bid item shall also include obtaining any required permit from the State Division of Industrial Safety. Existing soil conditions are detailed in the geotechnical report provided in Appendix B. Bid Item No. A-8: Deep Excavation Support System Design, Permitting & Implementation The contract price paid for this bid item shall constitute full compensation to furnish and install sheeting, shoring, bracing, or equivalent method of support specifically for excavations exceeding 20-feet in depth for the protection of life or limb which shall conform to applicable safety orders and the requirements of 7-10.4.1. This includes, but is not limited to, the preparation and submittal of a detailed plan showing the design of shoring, bracing, or other provisions to be made for worker protection from the hazard of caving ground in or adjacent to trenches or open excavations, and acceptance of said plan by the Engineer, in accordance with California Labor Codes 6705 and 6707. If such plan varies from the excavation support system standards of CCR, Title 8, Section 1541.1, the plan shall be prepared by a California registered civil or structural engineer. This bid item shall also include obtaining any required permit from Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 121 of 151 the State Division of Industrial Safety. This bid item shall also include obtaining any required permit from the State Division of Industrial Safety. Existing soil conditions are detailed in the geotechnical report provided in Appendix B. Bid Item No. A-9: Utility Potholing and Locating The contract unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals to locate existing utilities within the site by performing exploratory excavations at proposed connection points and where existing utilities cross the proposed trench zone; verifying utility type, size, material and depth; backfilling; pavement restoration and submitting a utility log report for approval in accordance with Section 5-1. Material and size for all utilities requiring in-kind replacements (e.g., storm drains) shall be verified prior to ordering materials. All other exploratory utility excavations shall be completed and submitted in accordance with Section 5-1. Bid Item No. A-10: Remove and Replace Storm Drains within Trench Zone The contract lump sum price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to cut and remove reinforced concrete pipe storm drains as necessary to construct the proposed sewer pipeline and to replace the removed section with new D-1350 reinforced concrete pipe upon sewer installation. Reinstallation shall be in accordance with CSD DS-2 with concrete collars placed at reconnection points per CSD DS-5. Slurry backfill in lieu of storm drain replacement will not be allowed. Bid Item No. A-11: Remove Existing 12-Inch PVC Sewer and Construct 15-Inch PVC Sewer, STA 16+50 to STA 22+30 The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to remove the existing 12-inch PVC sewer main and replace with a new 15-inch SDR 26 PVC sewer gravity main where shown on the plans and in accordance with CSD S-5 and the Contract Documents. This bid item shall include, but is not limited to, pavement saw-cutting; demolition of pavement; excavation; removal and disposal of existing PVC sewer pipe; pipe, gaskets, manhole adapters and couplings; filter fabric; placement of imported crushed rock bedding and pipe zone backfill; and placement and compaction of trench backfill and aggregate base. Bid Item No. A-12: Remove Existing 12-Inch PVC Sewer and Construct 15-Inch PVC Sewer, STA 22+30 to STA 25+58 The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to remove the existing 12-inch PVC sewer main and replace with a new 15-inch SDR 26 PVC sewer gravity main where shown on the plans and in accordance with CSD S-5 and the Contract Documents. This bid item shall include, but is not limited to, pavement saw-cutting; demolition of pavement; excavation; removal and disposal of existing PVC sewer pipe; pipe, gaskets, manhole adapters and couplings; filter fabric; placement of imported crushed rock bedding and pipe zone backfill; and placement and compaction of trench backfill and aggregate base. Bid Item No. A-13: Remove Existing 12-Inch PVC Sewer and Construct 18-Inch PVC Sewer, STA 0+00 to STA 16+50 The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to remove the existing 12-inch PVC sewer main and replace with a new 18-inch PS115, ASTM F679 PVC sewer gravity main where shown on the plans and in accordance with CSD S-5 and the Contract Documents. This bid item shall include, but is not limited to, pavement saw-cutting; demolition of pavement; excavation; removal and disposal of Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 122 of 151 existing PVC sewer pipe; pipe, gaskets, manhole adapters and couplings; filter fabric; placement of imported crushed rock bedding and pipe zone backfill; and placement and compaction of trench backfill and aggregate base. Bid Item No. A-14: Over-Excavation and Backfill The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to over-excavate below the pipe zone of the existing sewer to the depth shown on the plan and to backfill the over-excavation with crushed rock wrapped in filter fabric. The bid quantity has been determined by the maximum allowable trench width per CSD S-5. No additional compensation will be provided for increased trench widths or depths resulting from contractor means and methods. Bid Item No. A-15: Modify and Rehabilitate Existing Sewer Manhole The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to remove existing sewer connections and connect the new sewer pipeline to the existing manholes, adapt the structures to the new sewer connections, and rehabilitate the structure in accordance with CSD S-1A. This item shall include, but is not limited to, saw-cutting and demolition of pavement, excavation; core drilling new openings; fittings and adapters required to facilitate the new pipe connection; removal, replacement or modification to the manhole bench and channel as shown on the plans; replacement of manhole frame, covers, and concrete collar; placement and compaction of imported soil material, trench zone backfill and aggregate base; interior cleaning, surface preparation and inspection; active infiltration elimination by injection grouting (assumed at all structures); mortar repairs; Raven 405 epoxy lining system, or approved equivalent; and cleaning, inspection, testing and repair of installed liner system. Bid Item No. A-16: Trench Resurfacing The contract price for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to complete trench resurfacing in accordance with the section detailed on CSD GS-26 and 28, the plans and Contract Documents. The pavement section shall consist of six (6) inches of PG 64-10 asphalt concrete over six (6) inches Class II aggregate base. Aggregate base shall be paid for under Bid Item Nos. A-11, A-12 and A-13. Adjacent Pavement that is damaged during construction, when such damage could have been prevented using rubber-tired equipment, steel plating or similar protective measures, will not be measured for payment and shall be replaced at the Contractor’s expense. Bid Item No. A-17: Remove and Replace Decorative Median Concrete The contract price for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment to remove and replace the median stamped concrete to the extents shown on the plan. Median concrete section shall be constructed to match the pre-existing color and pattern in accordance with Sections 303-6 and 303-7. Item does not include compensation for removal and replacement of the decorative median concrete removal or median curb resulting from trenching operations. Compensation for such a replacement, if warranted by contractor’s means and methods, shall be included in the contractor’s bid price for sewer replacement. Bid Item No. A-18: Replace Pavement Markings and Striping The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to replace all road striping, markers and signage disturbed, removed Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 123 of 151 or damaged by construction in-kind per Section 314. A record drawing of the existing markings and striping is provided with Drawing No. 541-2 in Appendix A. Bid Schedule B – Bressi Sewer Manhole Rehabilitation Bid Item No. B-1: Mobilization, not to exceed 10% The contract price paid for this bid item shall constitute payment for all mobilization work in accordance with Section 9-3.4.1. Bid Item No. B-2: Traffic Control Plan Preparation, Implementation and Maintenance The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, equipment and incidentals to prepare traffic control plans and implement the temporary traffic control systems necessary to complete all phases of work in accordance with Section 601. Bid Item No. B-3: Sewer By-Pass System The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment to design, install and maintain temporary sewer bypass system during construction in accordance with the Contract Documents. The price paid shall include, but is not limited to, submittal of a sewer bypass plan; all connections, piping, redundant pumping units; fittings, plugs and vactor services; security; temporary asphalt (cold mix); protective barriers, ramps or plating; testing and maintenance of the system for the duration of the work; applying for and obtaining all required SDAPCD permits for sewer bypass temporary generators as required in Specification 02960 – Temporary Bypass Pumping; removal of the system upon completion of work; and site restoration. The sewer bypass system shall be designed to provide full system redundancy for the required bypass flows. Sewer flow monitoring data are provided in Appendix C for the contractor’s use. Bid Item No. B-4: Remove Existing T-Lock Manhole Lining The contract price paid for this item shall include full compensation to furnish all labor, materials, permits and equipment to remove and dispose the existing T-Lock lining systems from the manhole structures noted on the rehabilitation schedule. Bid Item No. B-5: Remove and Replace Manhole Channel and Bench The contract price paid for this item shall include full compensation to furnish all labor, materials, permits and equipment to remove the existing concrete bench and channel down to the invert grade of the structures shown on the rehabilitation schedule and construct a new concrete bench and channel in accordance with CSD S-1A. Bid Item No. B-6: Epoxy Manhole Rehabilitation The contract price paid for this item shall include full compensation to furnish all labor, materials, permits and equipment to furnish and install epoxy-manhole lining systems at all manhole structures shown on the rehabilitation schedule in accordance with CSD S-1A and Section 502 of the SSPWC. Compensation shall include, but is not limited to interior cleaning, surface preparation and inspection; active infiltration elimination by injection grouting (assumed at all structures); mortar repairs; Raven 405 epoxy lining system, or approved equivalent; and cleaning, inspection, testing and repair of installed liner system. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 124 of 151 Bid Item No. B-7: Remove and Replace Manhole Frame, Cover and Concrete Collar The contract price paid for this item shall include full compensation to furnish all labor, materials and equipment to remove and dispose the existing manhole lid, frame, cover and concrete collar at manhole structures noted on the rehabilitation schedule; furnish and install a new frame, cover/lid; and raising or lowering the final rim elevation to adjust to existing adjacent grade in accordance with CSD S-1A. Bid Item No. B-8: Poinsettia Lift Station Flow Meter Vault Injection Grout The contract price paid for this item shall include full compensation to furnish all labor, materials, permits and equipment to provide active infiltration elimination by injection grouting at the Poinsettia Sewer Lift Station Meter Vault in accordance with Section 502-4.4 of the SSPWC. The vault is shown on record drawing 486-6A of Appendix A with dimensions shown on the rehabilitation schedule. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 125 of 151 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 2, CONSTRUCTION MATERIALS SECTION 200 - ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General. Replace this subsection in its entirety with the following: Materials for use as untreated base or subbase shall be classified in the order of preference as follows: a) Class II Aggregate Base conforming to Caltrans Standard Specification, Section 26: Aggregate Bases, Subsection 26-1.02B Class II Aggregate Base, ¾” maximum size. b) Crushed Miscellaneous Base conforming to subsection 200-2.4. When base material without further qualification is specified, the Contractor shall supply Class II aggregate base. When a particular classification of base material is specified, the Contractor may substitute any higher classification of base material for that specified, following the order of preference listed above. All processing or blending of materials to meet the grading requirement will be performed at the plant or source. The materials shall compact to a hard, firm, unyielding surface and shall remain stable when saturated with water. Add the following section: 200-2.2.4 Class II Aggregate Base. If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified for “Operating Range” but meet the “Contract Compliance” requirements, placement of the aggregate base may be continued for the remainder of that day. However, another day's work may not be started until tests indicate that the next material to be used in the work will comply with the requirements specified for “Operating Range.” If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified for “Contract Compliance,” the aggregate base which is represented by these tests shall be removed. However, if requested by the Contractor and approved by the Engineer, the aggregate base may remain in place and the Contractor shall pay to the City 15 percent of the material cost per cubic yard for such aggregate base left in place. The City may deduct this amount from any moneys due, or that may become due, the Contractor under the contract. If both the aggregate grading and Sand Equivalent do not conform to the “Contract Compliance” requirements, only one adjustment shall apply. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 126 of 151 No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one day's production, whichever is smaller. 200-2.4.3 Quality Requirements. Add the following: If the test results of the tests for either or both aggregate grading and Sand Equivalent tests do not meet the requirements specified, placement of the Crushed Miscellaneous Base may be continued for the remainder of the working day. Work shall not resume until tests indicate that the aggregate to be used complies with the requirements specified. If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified, the Crushed Miscellaneous Base which is represented by these tests shall be removed. However, if requested by the Contractor and approved by the Engineer, the material may remain in place and the Contractor shall pay to the City 15 percent of the material cost per cubic yard for such aggregate base left in place. The City may deduct this amount from any moneys due, or that may become due, the Contractor under the contract. If both the aggregate grading and Sand Equivalent do not conform to the requirements for Crushed Miscellaneous Base, only one adjustment shall apply. No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one day's production, whichever is smaller. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE TABLE 201-1.1.2(A) Modify as follows: TABLE 201-1.1.2(A) (3) PORTLAND CEMENT CONCRETE Type of Construction Concrete Maximum Class Slump Inches (mm) All Concrete Used Within the Right-of-Way 560-C-3250 (1) (330-C-23) (2) Trench Backfill Slurry 190-E-400 (115-E-3) 8” (200) Street Light Foundations and Survey Monuments 560-C-3250 (330-C-23) 4” (100) Traffic Signal Foundations 590-C-3750 (350-C-27) 4” (100) Concreted-Rock Erosion Protection 520-C-2500P 310-C-17 per Table 300-11.3.1 (1) Except that concrete required to be of higher strength by Table 201-1.1.2(A) SSPWC shall be as per Table 201-1.1.2(A) SSPWC. (2) As per Table 201-1.1.2(A) SSPWC. (3) Portions of Table 201-1.1.2(A) of the Standard Specifications for Public Works Construction not shown herein as changed are not affected by this table. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 127 of 151 201-1.2.4 Chemical Admixtures. Substitute the following: (d) Air-Entraining Admixtures. The air content shall not deviate from the percentage specified or permitted by more than 1-1/2 percentage points. The air content of freshly mixed concrete will be determined by California Test 504. 201-3 EXPANSION JOINT FILLER AND JOINT SEALANTS 201-3.4 Type “A” Sealant (Two-Part Polyurethane Sealant). Add the following: All finished concrete surfaces shall have a ½” continuous expansion joint at locations indicated on the plans and notes and shall be located either parallel or perpendicular to the curb line. When not otherwise indicated, all expansion joints located adjacent to colored concrete shall be sealant Type “A” and colored to match the color of the concrete surface. Contractor shall provide joint sealants that have been produced and installed to establish and to maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates. Contractor shall submit product data from the manufacturer of each joint sealant product required, including instructions for joint preparation and joint sealer application. Contractor shall also submit samples for initial selection purposes in form of manufacturer’s standard bead samples, consisting of strips of actual products showing full range of colors available, for each product exposed to view. Samples shall be submitted to Engineer. Submit complete schedule of type (and location where type is to be used) of each sealant. Contractor shall engage an experienced installer who has completed joint sealant applications similar in material, design and extent to that indicated for Project that have resulted in construction with a record of successful in-service performance. Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. When matching existing colored concrete or for new colored concrete, provide color selections from manufacturer’s full range of standard colors for products of type indicated. Sealant color parallel to curb line shall match color of Paving Treatment as specified in Section 303-7 of these Special Provisions. Joint sealants shall be multi-component polyurethane sealant. Except as otherwise indicated, provide manufacturer’s standard, non-modified, 2-or-more-part, polyurethane-based, elastomeric sealant complying with either ASTM-C920, Type M, Grade P, Class 25, or FS TT-S 0227E Class A, non-sag, Type II. Acceptable Products: “Sonneborn NPII”; Sonneborn Building Products Division; “Scofield Lithoseal Trafficalk 3-G”, L.M. Scofield Company; or equivalent, as approved by the Engineer. Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 128 of 151 Plastic foam joint fillers shall be pre-formed, compressible, resilient, nonstaining, nonwaxing, nonextruding strips of flexible plastic foam either open-cell polyurethane foam or closed-cell polyethylene foam, subject to approval of sealant manufacturer, for cold-applied sealants only. Polystyrene foam is not acceptable. SECTION 203 - BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE. 203-6.2.1. Asphalt Binder. Add the following: Wet Mix or Core sampled asphalt concrete will be considered in conformance with the mix design when the Asphalt Binder content is within +/-0.5% of the design mix and the gradation conforms to the grading as shown in Table 203-6.4.4. Deviations in gradation may be considered in conformance with the mix design provided the stability of the completed mix complies with the requirements for Hveem Stability per Table 203-6.4.4. 203-6.4 Asphalt Concrete Mixtures. Add the following: Conventional Asphalt concrete shall be class C2-PG64-10 for a surface course 2 inches in depth and B-PG64-10 for all base courses. Asphalt concrete shall be class D2-PG70-10 for dikes and class E-PG70-10 ditches. 203-6.4.4 Composition and Grading. Add the following: Evaluation of asphalt concrete shall be determined from samples of asphalt concrete taken after completion of all processing (Wet Mix) or by core sample analysis of the in-place asphalt concrete or by direct central plant inspection that confirms the production of a particular mix design and verifies using samples of aggregate taken before the addition of asphalt and mineral filler (Bin). All samples shall be taken in accordance with Calif. Test 125. When Wet Mix or Core samples of asphalt concrete are to be used for evaluation, sufficient size samples shall be taken to ensure representative and adequate quantity of material for: 1. Asphalt Content and Gradation of Extraction using Calif. Test 382 or ASTM 2172, and Calif. Test 202. 2. Stability using: a. Hveem stability Value using Calif. Tests 304 and 366 shall be the average of three individual Values and/or b. Marshall Stability1 in accordance with the Asphalt Institute's MS-2 fabricated and tested for traffic volume and shall be the average of three specimens. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 129 of 151 1Only use Marshall Stability when the deviation between individual Hveem Stabilometer Values are greater than +/-5. When using core sample analysis, the samples must be properly prepared to safeguard against influx of outside contaminates and so that the cut surfaces do not influence the test results. The amount of asphalt binder used in asphalt concrete placed in dikes, gutters, gutter flares, overside drains and aprons at the ends of drainage structures shall be increased one percent by mass of the aggregate over the amount of asphalt binder determined for use in asphalt concrete placed on the traveled way. Wet Mix or Core sampled asphalt concrete will be considered in conformance with the mix design when the asphalt content is within +/- .40 of the design mix and the gradation conforms to the grading as shown in Table 203-6.4.4. Deviations in gradation may be considered in conformance with the mix design provided the stability of the completed mix complies with the requirements for Hveem Stability per Table 203-6.4.4. SECTION 213 - ENGINEERING GEOSYNTHETICS 213-5 GEOTEXTILES AND GEOGRIDS Add the following section: 213-5.1 General. Geotextile types shall be used for the applications listed in Table 213-5.1. Table 213-5.1 GEOTEXTILE APPLICATIONS Application of Geotextile Type Designation Separation of Soil and Street Structural Section 90WS Separation of Soil and Subsurface Aggregate Drain 180N Reinforcement of Street Structural Section 200WS Remediation and Separation of Soil 270WS Reinforcement of Soil 270WS Drainage at the Interface of Soil Structures N/A Drainage at the Interface of Soil and Structures N/A Rock Slope Protection Fabric for Rock Sizes Below 225 kg (¼ Ton) 180N Rock Slope Protection Fabric for Rock Sizes Including and Above 225 kg (¼ Ton) 250N Plant Protection Covering 90N Erosion Control Fence with 14 AWG - 150 mm x 150 mm (6”x6”) Wire and 3 m (10’) Post Spacing 90WS Erosion Control Fence with 1.8 m (6’) Post Spacing and No Wire Fencing 200WS Add the following section: 213-5.2 Erosion Control Specialties. Storm water erosion control plans shall be prepared, implemented, and maintained by individuals with the respective qualifications and certification as specified in the City of Carlsbad Engineering Standards Volume 4. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 130 of 151 Add the following section: 213-5.3 Gravel bags. Gravel bags for the use of temporary erosion control shall be burlap type, filled with no less than 23kg (50lbs) of 19 mm (3/4“) crushed rock and securely tied closed. Plastic bags are not acceptable. SECTION 214 TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 214-4 PAINT FOR STRIPING AND MARKINGS 214-4.1 General: Modify as follows: Paint for traffic lane lines, turn pocket lines, edge lines, channelizing lines, bike lane lines, chevrons, and curbs shall be rapid dry water borne conforming to Caltrans Specification No. PTWB-01. Paint for pavement legends, pavement symbols, pavement arrows, cross walks, parking stall markings and stop bars shall be alkyd thermoplastic conforming to Caltrans Specification No. 8010-19A. Glass beads shall be applied to the surface of the rapid dry water borne paint and the molten thermoplastic material and shall conform to the requirements of Caltrans Specification No. 8010-004 (Type II). Caltrans Specifications for water borne paint, thermoplastic material and glass beads may be obtained from the Caltrans Transportation Laboratory, P.O. Box 19128, Sacramento, CA 95819, telephone number (916) 227-7000. 214-6 PAVEMENT MARKERS Add the following section: 214-6.4.3.1 Temporary Reflective Pavement Markers. Temporary pavement markers shown on the plans and required in the specifications shall be one of the types shown in Table 214-6.4.3.1, or equal thereto. TABLE 214-6.4.3.1 TEMPORARY REFLECTIVE PAVEMENT MARKERS Type Manufacturer of Distributor TOM- Temporary Overlay Markers Davidson Traffic Control Products, 3110 70th Avenue East, Tacoma, WA 98424, (877) 335-4638 Add the following section: 214-6.4.3.2 Permanent Reflective Channelizer. Reflective Channelizer shall be new surface-mounted type and shall be furnished, placed, and maintained at the locations shown on the plans. Reflective channelizer posts shall be orange in color. Reflective channelizers shall have affixed white reflective sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mm in size. The reflective sheeting shall be visible at 300 m at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20. Reflective channelizer shall be one of the types shown in Table 214-6.4.3.2, or equal thereto. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 131 of 151 TABLE 214-6.4.3.2 REFLECTIVE CHANNELIZER Type Manufacturer of Distributor Safe-Hit SH336SMA Safe-Hit, A Division of Energy Absorption Systems, Inc. 35 East Wacker Drive, Suite 1100 Chicago, IL 60602 (800) 537-8958 Carsonite "Super Duck" SDR3036 Carsonite Composites, LLC 605 Bob Gifford Boulevard Early Branch, SC 29916 (800) 648-7916 Repo "The Replaceable Post" Western Highway Products 10680 Fern Avenue Stanton, CA 90680 (800) 854-3360 The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the provisions of Section 2-5.3.3 “Submittals”. Said certificate shall certify that the permanent reflective channelizers comply with the plans and specifications and conform to the prequalified design and material requirements approved by the engineer and were manufactured in accordance with the approved quality control program. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 132 of 151 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 3, CONSTRUCTION METHODS SECTION 300 – EARTHWORK Add the following section: 300-2.10 Grading Tolerance. The Contractor shall finish excavated areas other than slopes and subgrade below structures, within the roadway and sidewalk areas within 30 mm (0.1’) of the grades shown on the plans. Subgrade tolerances shall conform to the requirements of section 301-1.4. Add the following section: 300-12 STORM WATER POLLUTION PREVENTION PLAN 300-12.1 Storm Water Pollution Prevention Plan. As part of the storm water pollution prevention work, the Contractor shall prepare and submit Storm Water Pollution Prevention Plan, hereafter referred to as the "SWPPP,". The SWPPP shall conform to the requirements of the City of Carlsbad Engineering Standards Volume 4 “SWPPP Manual”, “Greenbook” Standard Specifications for Public Works Construction, the requirements in the California Storm Water Quality Association, Stormwater Best Management Practice Handbook, Construction (“Handbook”), the requirements of the Permit, the requirements in the plans and these supplemental provisions. 300-12.2 SWPPP Document. Within 15 calendar days after the execution of the contract, the Contractor shall submit 3 copies of the SWPPP to the Engineer, in accordance with Section 2-5.3. If revisions are required, the Contractor shall revise and resubmit the SWPPP within 15 days of receipt of the Engineer’s comments and shall allow 5 days for the Engineer to review the revisions. Upon the Engineer’s acceptance of the SWPPP, 3 additional copies of the SWPPP, incorporating the required changes, shall be submitted to the Engineer. The objectives of the SWPPP shall be to identify pollution sources that may adversely affect the quality of storm water discharges associated with the project and to identify, construct, implement and maintain storm water pollution prevention measures, hereafter referred to as control measures, to reduce to the extent feasible pollutants in storm water discharges from the construction site both during and after construction is completed under this contract. The SWPPP shall incorporate control measures in the following categories: 1. Soil stabilization practices; 2. Sediment control practices; 3. Wind erosion control practices; 4. Non-storm water management and waste management and disposal control practices. 5. Daily street sweeping Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 133 of 151 Specific objectives and minimum requirements for each category of control measures are contained in the Handbook. The Contractor shall designate a Water Pollution Control Manager who will have the responsibilities outlined in the SWPPP. The SWPPP shall include, but not be limited to, the following items as described in the SWPPP: 1. Source Identification; 2. Erosion and Sediment Controls; 3. Non-Storm Water Management; 4. Waste Management and Disposal; 5. Maintenance, Inspection and Repair; 6. Training; 7. List of Contractors and Subcontractors; 8. Post-Construction Storm Water Management; 9. Preparer; 10. Copy of the local permit; 11. BMP Consideration Checklist; 12. SWPPP Checklist; 13. Schedule of Values; and 14. Storm Water Pollution Prevention Drawings. The Contractor shall amend the SWPPP, graphically and in narrative form, whenever there is a change in construction activities or operations which may affect the discharge of significant quantities of pollutants to surface waters, groundwater, municipal storm drain systems, or when deemed necessary by the Engineer. The SWPPP shall also be amended if it is in violation of any condition of the Permit or has not effectively achieved the objective of reducing pollutants in storm water discharges. Amendments shall show additional control measures or revised operations, including those in areas not shown in the initially accepted SWPPP, which are required on the project to control water pollution effectively. Amendments to the SWPPP shall be submitted for review and acceptance by the Engineer in the same manner specified for the initially accepted SWPPP. Accepted amendments shall be dated and logged in the SWPPP. Upon acceptance of the amendment, the Contractor shall implement the additional control measures or revised operations. The Contractor shall keep a copy of the accepted SWPPP and accepted amendments at the project site. The SWPPP shall be made available upon request of a representative of the Regional Water Quality Control Board, State Water Resources Control Board, U.S. Environmental Protection Agency or local storm water management agency. Requests by the public shall be directed to the Engineer. 300-12.3 SWPPP Implementation. Upon acceptance of the SWPPP, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting and maintaining the control measures included in the SWPPP and any amendments thereto and for removing and disposing of temporary control measures. Unless otherwise directed by the Engineer or specified in these supplemental provisions, the Contractor's responsibility for SWPPP implementation shall continue throughout any temporary suspension of work ordered in accordance with Section 6-3, "Suspension of Work". Requirements for installation, construction, inspection, maintenance, removal and disposal of control measures are specified in the “Handbook” and these supplemental provisions. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 134 of 151 Soil stabilization practices and sediment control measures, including minimum requirements, shall be provided throughout the rainy season, defined as between October 1 and April 30. Implementation of soil stabilization practices and sediment control measures for soil-disturbed areas of the project site shall be completed, except as provided for below, no later than 20 days prior to the beginning of the rainy season or upon start of applicable construction activities for projects which begin either during or within 20 days of the rainy season. The Contractor shall implement, year-round and throughout the duration of the project, control measures included in the SWPPP for sediment tracking, wind erosion, non-storm water management and waste management and disposal. The Engineer may order the suspension of construction operations, at the Contractor’s cost, which create water pollution if the Contractor fails to conform to the requirements of this section as determined by the Engineer. 300-12.4 Maintenance. To ensure the proper implementation and functioning of control measures, the Contractor shall regularly inspect and maintain the construction site for the control measures identified in the SWPPP, as described in Section 7-8. The Contractor shall identify corrective actions and time frames to address any damaged measures or reinitiate any measures that have been discontinued. The construction site inspection checklist provided in the “Handbook” shall be used to ensure that the necessary measures are being properly implemented, and to ensure that the control measures are functioning adequately. The Contractor shall submit one copy of each site inspection record to the Engineer, within two days of the inspection. During the rainy season, inspections of the construction site shall be conducted by the Contractor to identify deficient measures, as follows: 1. When the five-day rain probability forecast exceeds forty percent (40%). 2. After any precipitation which causes runoff capable of carrying sediment from the construction site; 3. At 24-hour intervals during extended precipitation events; and 4. Routinely, at a minimum of once every week. If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified control measure, the deficiency shall be corrected by the Contractor immediately, or by a later date and time if requested by the Contractor and accepted by the Engineer in writing, but not later than the onset of subsequent precipitation events. The correction of deficiencies shall be at no additional cost to the City. 300-12.5 Payment. The contract lump sum price paid for the SWPPP work shall include full compensation for the design, submittal, obtaining approval, and amending the Tier 2 SWPPP and for furnishing all labor, materials, tools, equipment, and incidentals to install, implement, maintain and remove construction BMPs per the approved SWPPP. The most recent Tier 2 construction SWPPP Template is available on the City Website and an example is included in Appendix “A”. Partial payment shall be based on the percentage of the total value of work completed. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 135 of 151 SECTION 301 - SUBGRADE PREPARATION, TREATED MATERIALS AND PLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION. 301-1.2 Preparation of Subgrade. Modify the second and third paragraphs as follows: Change each instance reading “150 mm (6 inches)” to “300 mm (12”)”. 301-1.3 Relative Compaction. Delete the first paragraph and substitute the following: The Contractor shall compact the upper 300 mm (12”) of subgrade beneath areas to be paved, have base or subbase material placed on them (including pipelines), or curb, gutter, curb and gutter, alley pavement, driveway, sidewalk constructed over them, to no less than 95 percent maximum dry density as determined by ASTM D1557. 301-1.7 Payment. Modify the first paragraph as follows: Payment for subgrade preparation shall be incidental to the contract bid price for which the subgrade is prepared and shall include all labor, materials; including water, operations and equipment to scarify, adjust moisture, compact or recompact the subgrade, both in cut areas and in fill areas, and no further compensation will be allowed. SECTION 302 - ROADWAY SURFACING 302-5 ASPHALT CONCRETE PAVEMENT. Add the following section: 302-5.2 Pavement Transitions. The Contractor shall ramp the approaches and termini to all structures and vertical joints in the cold-milled area which are transverse to through traffic with temporary asphalt concrete pavement as specified in Section 306-13.1. Ramps shall be constructed the same day as cold milling and removed the same day as permanent paving. Ramp dimensions and compaction shall be as approved by the Engineer. 302-5.4 Tack Coat. Add the following: If the asphalt concrete pavement is being constructed directly upon an existing hard-surfaced pavement, a tack coat of PG 64-10 paving asphalt at a rate of 0.05 gallon per square yard or SS-1h emulsion at a rate between 0.05 and 0.10 gal/SY shall be uniformly applied upon the existing pavement preceding the placement of the asphalt concrete. The contact surfaces of all cold pavement joints, curbs, gutters, manholes, and the like shall be painted with PG 64-10 paving asphalt, or SS-1h emulsion, immediately before the adjoining asphalt concrete is placed. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 136 of 151 The Contractor shall place a tack coat between the successive interfaces of existing pavement and new asphalt concrete. 302-5.5 Distribution and Spreading. Add after the second sentence of sixth paragraph: The Contractor shall provide the self-propelled spreading and finishing machine used to construct the asphalt concrete surface course with an automatic screed control. The automatic screed control shall be 5.5 m (18’) minimum length. The paving machine shall be operated by an operator and two full-time screed men during all paving. The Contractor shall provide an on-site backup paving during all paving operations. No conveyor belt systems will be allowed for moving the AC. No AC windrows will be allowed. Only a surge volume/remix material transfer vehicle (MTV) is allowed to receive the AC from the haul trucks and then place it in the self- propelled spreading and finishing machine. If the Engineer determines the use of the MTV is not practical for a portion of the project, the Engineer may waive its requirement for that portion. 302-5.6.1 General. Add to the second paragraph, Part (2): Pinched joint rolling procedures shall be required, and vibratory rollers shall be limited to breakdown, unless otherwise directed by the Engineer. Add after the last paragraph: Unless directed otherwise by the Engineer, the initial breakdown rolling shall be followed by a pneumatic-tired roller as described in this section. 302-5.9 Measurement and Payment. Replace the first sentence with the following: Payment for pavement resurfacing shall be made at the unit bid price for the item requiring such work. Add the following section: 302-15 PUBLIC CONVENIENCE AND TRAFFIC CONTROL The Contractor shall schedule the work so as to prevent damage by all traffic. The Contractor shall not schedule work so as to conflict with trash pickup. The trash hauling schedule can be obtained by calling the city’s contracted waste company. The Contractor shall accommodate mail delivery to residences and businesses during the work. At least two weeks prior to work, Contractor shall send, by first class mail, notification letters to all property addresses on which resurfacing shall occur. Obtaining the appropriate addresses shall be the Contractor’s responsibility. A sample letter shall be provided by the city and the Contractor shall use the city’s sample letter and modify it with the appropriate street names, dates, times, and phone numbers specific to the work. The limits and sequencing of the Contractor’s resurfacing operations shall impact no more than 900 lineal feet of street or curb-side parking for residents and business on any given day. Seventy-two hours prior to the start of any construction in the public right-of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contract shall give written notification of the impending disruption via door hangers. For a full street closure, all residences and/or businesses on the affected street or alley shall be notified. For partial street closures, or curb, Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 137 of 151 sidewalk and driveway repairs, the residences and/or businesses directly affected by the work shall be notified. The Contractor shall deliver the advance notification door hanger which shall state the date and time the work will begin and its anticipated duration. The notification shall list two telephone numbers that may be called to obtain additional information. One number shall be the Contractor’s permanent office or field office and the other number shall be a 24-hour number answered by a representative of the Contractor who is knowledgeable about the project. At least one of the phone numbers shall be in the 760 area code. An answering machine shall not be connected to either number. The notification shall also give a brief description of the work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall use the sample door hanger provided by the city and submit door hangars to the Inspector for approval. Notices shall not be distributed until approved by the Inspector. The notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 4 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65-lb card stock. The printing on the notice shall be no smaller than 12-point. The door hanger shall list the street name, date, time, phone numbers, and appropriate information specific to the work. The preparation, materials, printing and distribution of the notifications shall be included in the contract price for the Work requiring such notifications and no separate or additional payment shall be made. SECTION 303 CONCRETE AND MASONRY CONSTRUCTION. 303-1 CONCRETE STRUCTURES 303-1.2 Subgrade for Concrete Structures. Add the following: If groundwater is encountered, Contractor shall work a minimum 2’ deep of ¾” gravel into soil to provide an adequate base for construction of concrete structure. 303-1.11 Measurement. Delete the subsection in its entirety and replace with the following: Concrete structures will be measured for payment by each structure installed as specified in the bid schedule and in accordance to the plan and any referenced standard drawings. 303-1.12 Payment. Delete the subsection in its entirety and replace with the following: Payment for concrete structures will be made as set forth in the Bid Schedule. Payment shall include compensation for furnishing all labor, materials, tools, and equipment necessary to construct the concrete structures complete in place. Items shall include submittal of PCC mix design for approval, structure excavation, subgrade and base preparation, furnishing PCC and casting-in-place, steel reinforcement, forms, covers, rims, grates, frames, collars, cone and draft Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 138 of 151 sections, bases, steps, clean up; and for all other work necessary to install the concrete structure, complete in place, and no additional compensation will be allowed therefor. 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS. 303-5.1.1 General. Add the following: Portland Cement Concrete construction shall include, but not limited to, curbs, walkways, cross gutters, access ramps, driveways, concrete curb outlet, terrace ditches, and all other miscellaneous PCC construction items as indicated on the plans and per these Specifications. Removal of adjacent asphalt concrete and aggregate base removal associated with concrete curb construction shall be replaced with full depth asphalt concrete with a minimum width of one foot perpendicular to the face of concrete edge. The replaced section shall conform to the requirements of Sections 203-6, 302-5, 401-3 and match the depth of the adjacent concrete gutter. The Contractor shall verify with a “smart level”, string line and/or water testing that positive drainage is maintained upon completion of finishing, and any irregularities causing water ponding shall be corrected and refinished. The CITY shall be present to verify the concrete forms, prior to pouring any PCC construction improvements. 303-5.5.2 Curb. Add the following: The Contractor shall stamp the curb face with 75 mm (3”) high block letters directly above the point that it is crossed by underground facilities with the marking specified in Table 303-5.5.2(A) TABLE 303-5.5.2(A) Curb Face Markings Type of underground facilities Marking Water Service Lateral W Sewer Service Lateral S Irrigation Water Lateral or Sleeve RW 303-5.9 Measurement and Payment. Add the following: Curb and gutter, and curb, shall be considered as continuing across driveways, access ramps and drainage inlets when constructed adjacent thereto. Neither curb and gutter nor curb will be paid for across the length of local depressions, except that which occurs in gutter transitions at each side of an inlet. 303-6 STAMPED CONCRETE. 303-6.1 General. Add the following: Decorative median concrete shall consist of 4-inch thick 560-C-3250 concrete with 6” x 6” – #10 guage wire mesh throughout. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 139 of 151 Add the following: 303-6.5 Concrete Finishing Products. 303-6.5.1 Water Base Penetrating Sealer for Integral Colored Concrete. (Scofield Colorcure Concrete Sealer or approved equal) Water base penetrating sealer shall be a sealer designed for the protection of imprinted and natural concrete. Water base penetrating sealer shall be a sealer designed for the protection of imprinted, colored and natural concrete, and other masonry surfaces to preserve the natural appearance of the masonry without darkening or adding gloss to the surface. It shall preserve the natural slip resistance of the concrete, etc. Sealer shall repel spills and soils, minimizing staining and maintenance. Seal shall leave no visible material on the surface and shall be absorbed and locked into the pores of the masonry, repelling liquids and soils but leaving the top surface natural in appearance. Install per manufacturer’s directions. Seal shall be compatible with the surfaces and materials which it is applied. Concrete sealer shall conform to the following specifications: Color: Clear, non-yellowing Odor: Mild Flash Point: None (C.O.C. method) Specific Grav.: 1.03 Density: 8.6 pounds per gallon Drying Time: 30 minutes to 60 minutes Cure Time: 24 to 48 hours VOC Content: None (0 g/l) excluding water Polymer Type: Proprietary Reactive Resin System Coverages (approximate): Smooth Concrete: 300 to 400 square feet per gallon Rough Concrete: 200 to 300 square feet per gallon Note: Coverages vary depending on porosity and condition of surface and method of application Method of: Airless sprayer. Application Manufacturer: Scofield Chromix Admixtures for color-conditioned concrete, or approved equal, L.M. Scofield Company 6533 Bandini Boulevard Los Angeles, CA 90040 1-800-800-9900 All materials shall be furnished, prepared, applied, cured, and stored according to the product manufacturer’s direction. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 140 of 151 Add the following: 303-6.6 Poinsettia Lane Medians. Use color application method “B” (integral color) per Section 303-7.3. The pattern shall match the existing median condition adjacent to the proposed construction along Poinsettia Lane. The surface texture shall be Riverstone (by Solomon) with Cedar intergral coloring throughout. Add the following: 303-6.7 Measurement and Payment. Payment for colored, stamped concrete shall be paid at the contract unit price. Said payment shall include compensation for survey, sawcut, excavation, disposal of material, grading, backfill, compaction, base material, forming, mesh, reinforcing steel, concrete, integral color, texture sealers, transitions, joints, and other material necessary to construct the specific stamped concrete as indicated on the plans and no additional compensation will be allowed therefor. 303-7 COLORED CONCRETE 303-7.1 General. Add the following: Integral color shall consist of colored admixtures developed for use in ready mixed concrete. The product shall be made of the highest quality pigments, as well as other ingredients designed to enhance the color and improve the pigment dispersion, workability and finishing performance of the concrete. Integral color pigments shall meet or exceed ASTM-C-979. The coloring method shall be designed for concrete flatwork applications (salt finished, broom finishes, rotary finishes), as well as vertical surfaces, and other types of architectural concrete. Pigment shall be a permanent coloration, uniform throughout the concrete surface and interior, and shall be highly UV and fade resistant. Integral colored concrete shall be cured with QC Color Cure color matched to the concrete (see product information bulletin). Provide sample panel submittals of all colors to be used in the installation on identical surfaces for approval by the Engineer. Contractor shall provide a maintenance schedule for integral colored concrete. Admixture for all integral colored concrete paving in medians and other integral colored concrete shall be the following: Color: Cedar (match existing median along Poinsettia Lane) Curing: Scofield Colorcure Concrete Sealer (or approved equal). See Section 201 for Concrete Curing Materials. Manufacturer: Scofield Chromix Admixtures for color-conditioned concrete, or approved equal L.M. Scofield Company 6533 Bandini Boulevard Los Angeles, CA 90040 1-800-800-9900 Admixture products and procedures for installation shall be in strict accordance with the manufacturer’s specifications and recommendations, and those published by the American Concrete Institute (ACI) and the Portland Cement Association (PCA). Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 141 of 151 SECTION 306 – OPEN TRENCH CONDUIT CONSTRUCTION 306-3 TRENCH EXCAVATION. Add the following: 306-3.1 General. When the actual elevation or position of any existing pipe, conduit, or other underground appurtenances cannot be determined without excavation, the Contractor shall excavate and expose the existing improvement at the location shown on the Plans and any other locations deemed necessary by the Engineer. Such excavation shall be considered as part of the excavation necessary for the work. The Engineer shall be given the opportunity to inspect the existing improvements when it is exposed. Any adjustments in line or grade which may be necessary to accomplish the intent of the plans shall be made at no additional costs. Add the following: 306-3.2 Removal of Surface Improvements. Add the following: Bituminous pavement, concrete pavement, curbs, sidewalks, or driveways removed in connection with construction shall be removed in accordance with Subsection 401 of the Standard Specifications and these Special Provisions and reconstructed in-kind. 306-3.5 Maximum Length of Open Trench. Delete the first sentence for the first paragraph and replace with the following: Except by permission of the Engineer, the maximum length of open trench where prefabricated pipe is used shall be the distance necessary to accommodate the amount of pipe installed and backfilled in a single day. 306-12 BACKFILL. 306-12.1 General. Add the following: The Contractor shall install detectable underground utility marking tape above each or, in the case of bundled underground conduit of the same type, the upper underground conduit being installed by the open trench method. Delete the following section in its entirety and replace with the following: 306-12.3.2 Compaction Requirements. The Contractor shall densify trench backfill to a minimum of 90 percent relative compaction except that in the top 915 mm (36”) of the street right-of-way, compaction shall be 95 percent. 306-13 TRENCH RESURFACING. 306-13.1 Temporary Resurfacing. Add the following: Temporary bituminous resurfacing materials which are placed by the Contractor are for its convenience and shall be at no cost to the Agency. Temporary bituminous resurfacing materials shall be used in lieu of permanent resurfacing only when approved by the Engineer. When temporary bituminous resurfacing materials are used in lieu of permanent resurfacing it shall be removed and replaced with permanent resurfacing within 7 days of placement. No additional payment will be made for temporary bituminous resurfacing materials. The price bid for the associated conduit or structure shall include full compensation for furnishing, placing, maintaining, removing, and disposing of such temporary resurfacing materials. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 142 of 151 306-13.2 Permanent Resurfacing. Add the following: Except as provided in section 306-13.1, “Temporary Resurfacing,” the Contractor shall perform permanent trench resurfacing within 24 hours after the completion of backfill and compaction of backfill and aggregate base materials. SECTION 314 – TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.3.1 General. Add the following: The Contractor shall furnish all equipment, materials, labor, and supervision necessary for painting traffic lanes, directional arrows, guidelines, curbs, parking lines, crosswalks, and other designated markings in accordance with the Striping Plans, or for approved temporary traffic control essential for safe control of traffic through and around the construction site. The Contractor shall remove by wet grinding all existing or temporary traffic markings and lines that may confuse the public. When temporary detour striping or markings are no longer required, they shall be removed prior to painting the new traffic stripes or markings. 314-4.3.4.1 General. Add the following: The Contractor shall provide a wet grinding machine with sufficient capacity to completely remove all existing or temporary traffic striping or markings that conflict with the striping plan, or are contrary to the Traffic Manual, or that may be confusing to the public. The surface produced by grinding the existing or temporary traffic striping or markings on pavement shall not exceed variations from a uniform plane more than 3 mm (1/8”) in 3 m (10’) when measured parallel to the centerline of the street or more than 6 mm (1/4”) in 3 m (10’) when measured perpendicular to the centerline of the street. The use of any equipment that leaves ridges, indentations or other objectionable marks in the pavement shall be discontinued, and equipment capable of providing acceptable surface shall be furnished by the Contractor. This equipment shall meet all requirements of the air pollution control district having jurisdiction. Add the following section: 314-4.3.5.1 Preparation of Existing Surfaces. The Contractor shall remove all existing markings and striping, either permanent or temporary, which are to be abandoned, obliterated or that conflict with the plans by wet grinding methods. Removal of striping by high velocity water jet may be permitted when there is neither potential of the water and detritus from the high velocity water jetting to damage vehicles or private property nor to flow from the street into any storm drain or water course and when approved by the Engineer. The Contractor shall vacuum all water and detritus resulting from high velocity water jet striping removal from the pavement immediately after the water jetting and shall not allow such materials to flow in the gutter, enter the storm drain system or to leave the pavement surface. Surface variation limitations for high velocity water jet striping removal shall be the same as for grinding. The Contractor shall not use dry or wet sandblasting in any areas. Alternate methods of paint removal require prior approval of the Engineer. Obliteration of traffic striping with black paint, light emulsion oil or any Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 143 of 151 other masking method other than a minimum 30 mm (0.10’) thick asphalt concrete overlay is not permitted. Add the following section: 314-4.3.5.2 Layout, Alignment, and Spotting. The Contractor shall establish the necessary control points for all required pavement striping and markings by surveying methods. No layout of traffic striping shall be performed by the Contractor before establishment of the necessary control points. The Contractor shall establish all traffic striping between these points by string line or other method to provide striping that will vary less than 80 mm per 100 m (1/2 inch in 50 feet) from the specified alignment. The Contractor shall obliterate, straight stripes deviating more than 80 mm per 100 mm (1/ 2 inch in 50 feet) by wet grinding and then correcting the markings. The Contractor shall lay out (cat track) immediately behind installation of surface course asphalt and as the work progresses. Add the following section: 314-4.3.5.3 Application of Paint. The Contractor shall apply the first coat of paint immediately upon approval of striping layout by the Engineer and within the same working day of pavement resurfacing. After fourteen (14) calendar days, a second coat of paint shall be applied to all final, approved striping. The Contractor shall paint the ends of each median nose yellow. If required by the approved traffic control plans, the Contractor shall apply temporary traffic stripes in one coat. Temporary traffic stripes shall be maintained by the Contractor so that the stripes are clearly visible both day and night. 314-4.3.6 Payment. Delete this section and replace with the following: The contract lump sum price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for the installation of two coats of paint, pavement markers, thermoplastic legends and symbols, inlet stenciling, signing, the plan, and contract documents. Reapplication of temporary stripes and markings shall be repainted at the Contractor's expense, and no additional compensation will be allowed therefor. 314-4.4.1 General. Add the following: Thermoplastic legends, symbols and striping shall be installed 14 calendar days after asphalt paving. 314-5 PAVEMENT MARKERS. 314-5.4 Placement. Add the following: Temporary pavement markers shall be installed on the asphalt concrete pavement immediately after placement of the asphalt concrete pavement course on which the pavement markers are to be placed. All temporary markers shall be removed and replaced with permanent pavement markers fourteen (14) calendar days after paving. Add the following section: 314-5.4.1 Reflective Channelizer Placement and Removal. The Contractor shall place and remove reflective channelizers the same as for pavement marker placement and removal. The Contractor shall place the channelizers uniformly, straight on tangent alignment and on a true arc on curved alignment to the same tolerances of position as for application of paint in Section 310-5. The Contractor shall perform all layout work necessary to place the channelizers to the Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 144 of 151 proper alignment. If the channelizers are displaced or fail to remain in an upright position, from any cause, the channelizers shall immediately be replaced or restored to their original location, by the Contractor. When reflective channelizers are removed the pavement surface shall be restored to the same color and surface finish as the adjacent pavement. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 145 of 151 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 4, EXISTING IMPROVEMENTS SECTION 400 – PROTECTION AND RESTORATION 400-1 GENERAL Add the following: The Contractor shall replace all pavement striping, markings and markers which are not designated for removal and are damaged as a result of its operations. 400-2 PERMANENT SURVEY MARKERS Delete the second paragraph and subparagraphs a), b) and c). 400-3 PAYMENT. Delete in its entirety and replace with the following: No separate or additional payment will be made for 1) protection of existing improvements, and 2) restoration of existing improvements. No separate or additional payment will be made to restore permanent survey makers. SECTION 401 – REMOVAL 401-3 CONCRETE AND MASONRY IMPROVEMENTS 401-3.2 Concrete Curb, Walk, Gutters, Cross Gutters, Curb Ramps, Driveway and Alley Intersections. Delete the third and fourth sentence and add the following: All existing concrete shall be removed to the nearest joint. Concrete shall be removed to neatly sawed edges with saw cuts made to a depth deep enough to produce a clean straight break without loosening, cracking or damaging adjoining improvements. PCC and all other material unsuitable for use as fill, as determined by the Engineer, shall be removed from the right-of-way and disposed of by the Contractor at a site of his own choice and shall pay all costs incidental to the disposal. Add the following section: 401-3.2.1 Adjacent Asphalt Concrete Removal. Removal of asphalt concrete and aggerate base associated with concrete driveway, ramp and curb and gutter construction shall be replaced with full depth asphalt concrete to a minimum width of one foot perpendicular from face of nearest concrete edge. Removal of adjoining asphalt section and the full depth replacement is incidental to the concrete curb and gutter work as described in section 303-5. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 146 of 151 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 5, PIPELINE SYSTEM REHABILITATION SECTION 502 – MANHOLE AND STRUCTURE REHABILITATION 502-4 REPAIR, RESURFACING AND ACTIVE INFILTRATION ELIMINATION 502-4.4 Active Infiltration Elimination. Delete the section and add the following: Active leaks within the host structure shall be eliminated prior to installation of the liner system. Leaks shall be eliminated by pressure grouting with AV-202 Multigrout, or approved equivalent. The host structures shall be visibly dry with no active infiltration prior to lining. The contractor shall assume active infiltration elimination is required at all manholes in the rehabilitation schedule. 502-5 LINING SYSTEMS 502-5.4 Epoxy Lining System. 502-5.4.3 Installation and Curing. Revise the third sentence to state the following: Epoxy lining system shall be Raven 405, or approved equivalent, applied to a thickness between 180 - 200 mils (4.5-5 mm). Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 147 of 151 SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 6 TEMPORARY TRAFFIC CONTROL SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES Add the following section: 601-1.2 Payment. The Contract price paid for Temporary Traffic Control shall include full compensation for, but not limited to, design, submittal and approval of the temporary traffic control plan (TCP) and furnishing all labor, materials, tools, equipment, and incidentals for storing, placing, maintaining, moving to new locations, replacing and removing all traffic control zone devices including flaggers, construction area signs and signage, channelizing devices including traffic barriers and end treatments, traffic sign enhancement devices including portable changeable message signs and flashing arrow signs, temporary traffic striping and pavement markings and as shown on the Plans or approved TCP and in accordance with the Contract Documents. Full compensation for removing and salvaging the traffic control equipment and materials that are to be reused or reset in the Work shall be considered included in the Contract price paid for Temporary Traffic Control and no additional compensation will be allowed therefor. Progress payments for Temporary Traffic Control shall be based on the percentage of the total value of work completed. 601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES 601-3.1 General. Add the following: The Contractor shall furnish and install temporary traffic pavement markers, channelizers, signage, railing (type K), barriers, crash cushions and end treatments for railings and barriers at the locations shown on the Plans or the approved TCP and as required by the Contract Documents. Add the following section: 601-3.4.1 General. Add the following: If temporary traffic signs are displaced or overturned by any cause during the progress of the Work, the Contractor shall immediately replace the signs in their approved locations. The Contractor shall maintain all temporary traffic signs used in the Work in a clean, reflective and readable condition. The Contractor shall replace or restore graffiti marked temporary traffic signs and posts used in the Work within 8 hours of such discovery. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 148 of 151 In the event that the Contractor fails to install and/or maintain barricades or such other traffic signs, markings, delineation or devices, the Engineer may, at his/her sole option, may correct the deficiency and charge the Contractor fifty dollars ($50.00) per day per traffic sign or device, or the actual cost of providing such traffic control facility, whichever is greater. 601-3.5 Signs and Signage 601-3.5.1 General. Delete in its entirety and replace with the following: Unless otherwise specified, signs shall conform to the California MUTCD. Portable signs shall consist of a base, standard or framework, and a sign panel and conform with applicable provisions for portable signs in Caltrans Standard Specification 12-3.11. Sign units shall be capable of being delivered to the Work site and placed into immediate operation. The Contractor shall provide and install all temporary traffic control signs, markers, markings, and delineators at locations shown on plans and specified herein. Signage shall include all temporary signs required for the direction of traffic through or around the Work site. Sign placement shall conform to the California MUTCD and the TCP. Temporary “No Parking” and “No Stopping” signs shall be installed at least 24 hours before enforcement. Public notification of temporary “No Parking” restriction shall be posted at least 72 hours before enforcement of the “No Parking” zone. The notification shall state the date and time of parking restriction for a duration not to exceed the time necessary to complete the Work at that location. Failure to meet the date so indicated will require re-posting the notification in advance of the rescheduled Work. 601-3.5.2 Payment. Modify this section as follows: Payment for signs and signage shall be included in the contract price for Temporary Traffic Control as specified in Section 601-2.2. 601-3.6 Channelizing Devices 601-3.6.1 General. Replace this section with the following: Channelizers shall be new surface-mounted type and shall be furnished, placed, and maintained at the locations shown on the plans. Channelizer posts shall be orange in color. Channelizers shall have affixed white reflective sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mm (3” x 12”) in size. The reflective sheeting shall be visible at 300 m (1000’) at night under illumination of legal high beam headlights, by persons with vision of or corrected to 20/20. The channelizer bases shall be cemented to the pavement in the same manner as provided for cementing pavement markers to pavement in Section 312-1, “Placement.” Channelizers shall be applied only on a clean, dry surface. Channelizers shall be placed on the alignment and location shown on the plans and as directed by the Engineer. The channelizers shall be placed uniformly, straight on tangent alignment and on a true arc on curved alignment. All layout work necessary to place the channelizers to the proper alignment shall be performed by the Contractor. If the channelizers are displaced or fail to remain in an upright position, from any cause, the channelizers shall immediately be replaced or restored to their original location, by the Contractor. The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the provisions of Section 4-1.5, "Certification”. Said certificate shall certify that the channelizers comply with the plans and specifications and Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 149 of 151 conform to the prequalified design and material requirements approved by the Engineer and were manufactured in accordance with a quality control program approved by the Engineer. Add the following subsection: 601-3.6.5.1 Temporary Railing and Crash Cushions. Temporary railing (Type K) shall consist of interconnected new or undamaged used precast concrete barrier units as shown on the plans. Temporary sand-filled crash cushions shall consist of new or undamaged used temporary sand-filled crash cushions units as shown on the plans. Add the following subsection: 601-3.6.5.2 Appearance. Exposed surfaces of new and used units of temporary railing (Type K) shall be freshly coated with a white color paint prior to their first use on the project. The paint shall conform to the provisions in sections 210-1.5 “Paint Systems” and 310 “Painting”. Contractor shall be responsible for the removal and cleanup or painting over the graffiti from the K-Rails within 48 hours. The Contractor shall replace or repaint units of temporary railing (Type K) or shall remove graffiti, tire or vehicle marks, dirt or other materials that mar the appearance when ordered by the Engineer. Add the following subsection: 601-3.6.5.3 Manufacture of Temporary Railing. In addition to the requirements herein, the temporary railing (Type K) shall be manufactured per Caltrans Standard Drawing T3. Concrete used to manufacture Temporary railing (Type K) shall conform to the provisions in sections 201-1, “Portland Cement Concrete” and 303-1 “Concrete Structures”. Load tickets and a Certificate of Compliance will not be required. Reinforcing steel shall conform to Section 201-1, “Portland Cement Concrete” and Section 303-1 “Concrete Structures”. Steel bars to receive bolts at ends of concrete panels shall conform to ASTM A36/A36M. The bolts shall conform to ASTM A307. A round bar of the same diameter may be substituted for the end-connecting bolt shown on the plans. The bar shall conform to ASTM A36/A36M, shall have a minimum length of 660 mm and shall have a 75 mm (3”) diameter by 9 mm (3/8”) thick plate welded on the upper end with a 5 mm (3/16”) fillet weld. The final surface finish of temporary railings (Type K) shall conform to the provisions in Section 303-1.9.2 “Ordinary Surface Finish.” Exposed surfaces of concrete elements shall be cured by the water method, the forms-in-place method, or the pigmented curing compound method. The pigmented curing compound shall be type 2 curing compound. Temporary railing (Type K) may have the Contractor’s name or logo on each panel. The name or logo shall not be more than 100 mm in height and shall be located not more than 300 mm above the bottom of the rail panel. Add the following subsections: 601-3.6.5.4 Installation of Temporary Railing. In addition to the requirements herein, the temporary railing (Type K) shall be installed per Caltrans Standard Drawing T3. Temporary railing (Type K) shall be set on firm, stable foundation. The foundation shall be graded to provide a uniform bearing throughout the entire length of the railing. Abutting ends of precast concrete units shall be placed and maintained in alignment without substantial offset to each other. The precast concrete units shall be positioned straight on tangent alignment and on a true arc on curved alignment. Each rail unit placed within 3 m (10’) of a traffic lane shall have a reflector installed on top of the rail as directed by the Engineer. Reflectors and adhesive will be furnished by the Contractor. A Type P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2009 Edition as amended by the MUTCD 2009 California Supplement shall also be installed at each end of railing installed adjacent to a two-lane, two-way highway and at the end facing traffic of railing installed adjacent to a one-way roadbed. If the railing is placed on a skew, the Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 150 of 151 marker shall be installed at the end of the skew nearest the traveled way. Type P marker panels shall conform to the provisions of Section 206-7.2, “Temporary Traffic Signs”. Where shown on the plans, threaded rods or dowels shall be bonded in holes drilled in existing concrete. When temporary railings (Type K) are removed, any area where temporary excavation or embankment was used to accommodate the temporary railing shall be restored to its previous condition or constructed to its planned condition. 601-3.6.5.5 Temporary Sand-Filled Crash Cushions. Temporary sand-filled crash cushion units shall be selected from the latest Caltrans Authorized Material List for highway safety features and shall meet NCHRP 350 standards. Other features will be suitability to application, operational characteristics, durability and other such characteristics that the Engineer shall determine. Temporary sand-filled crash cushions (TSFCC) shall be of the type and array configurations shown on plans, and installed at every end of, or gap in, the temporary railing (Type K) whenever the closest point of approach of traffic, regardless of direction, is 4.6 m (15’) or less to the end of the temporary railing (Type K) being considered. The TSFCC shall be installed per Caltrans Standard Drawings T1 and T2 for approach speeds no less than the posted speed of the street prior to construction or 55 kilometers per hour (35 mph), whichever is the greater. The TSFCC array shall be appropriate to the application as shown on said standard drawings. A Type J and/or P marker panel conforming to the requirements of the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2009 Edition as amended by the MUTCD 2009 California Supplement shall also be installed at each TSFCC array as shown in Caltrans Standard Drawings T1 and T2. Particular care shall be taken to assure that crash cushions are installed with the soil supporting them and the adjacent soil leveled to match the elevation of the bottom of the temporary railing immediately adjacent to the crash cushion. All routes of approach to the TSCFF array shall be graded such that any vehicle diverging from the travelled way to strike the TSCFF will travel on a vertical alignment parallel to the segment of the travel lane that it departed from. 601-3.7.5 Portable Changeable Message Signs (PCMS). Add the following: 601-3.7.5.1 General. Each portable changeable message sign (PCMS) unit shall consist of a controller unit, a power supply, and a structural support system all mounted on a trailer. The PCMS unit shall be assembled to form a complete self-contained portable changeable message sign, which can be delivered to the site of the work and placed in immediate operation. The complete PCMS unit shall be capable of operating in an ambient air temperature range of -20ºC (-4ºF) to +70ºC (158ºF) and shall not be affected by unauthorized mobile radio transmissions. The trailer shall be equipped so that it can be leveled and plumbed. Full operation height shall be with the bottom of the sign at least 2.1 m (7') above the ground and the top no more than 4.4 m (14.5') above the ground. After initial placement, PCMS shall be moved from location to location as directed by the Engineer. 601-3.7.5.2 Message Board. The message displayed on the PCMS shall be visible from a distance of 460 m (1500') and shall be legible from a distance of 230 m (750'), at noon on a cloudless day, by persons with vision corrected to 20/20. The sign panel shall be 3-line matrix and shall display not less than 7 characters per line. Sign messages to be displayed shall be as approved by the Engineer. The sign face shall be flat black and shall be protected from glare of the sun by a method which does not interfere with the clarity of the sign message. The sign shall be raised and lowered by means of a power driven lifting mechanism. The matrix sign shall be capable of complete alphanumeric selection. Revised 6/15/17 Contract Nos. 5503-26 and 5548-D Page 151 of 151 Lamp matrix type signs shall be equipped with an automatic dimming operational mode that automatically compensates for the influence of a temporary light source or other abnormal lighting conditions. The sign shall have manual dimming operation modes of 3 or more different lamp intensities. Matrix signs not utilizing lamps shall be either internally or externally illuminated at night. The controller shall be an all solid-state unit containing all the necessary circuitry for the storage of at least 5 pre-programmed messages. The controller shall be installed in a location allowing the operator to perform all functions from one position. A keyboard entry system shall be provided to allow an operator to generate an infinite number of additional messages over the pre-programmed stored messages. The keyboard shall be equipped with a security lockout feature to prevent unauthorized use of the controller. The controller shall contain a nonvolatile memory to hold the keyboard created messages in memory during periods when the power is not activated. The controller shall provide for a variable message display rate which allows the operator to match the information display to the speed of the approaching traffic. The flashing off time shall be operator adjustable within the control cabinet. 601-3.7.5.3 Operation and Maintenance. PCMS shall be furnished, placed, operated, and maintained at locations shown on the plans, specified herein, or designated by the Engineer. The PCMS will be diligently maintained and repaired by the Contractor throughout the project in accordance with the manufacturer's recommendations. When ownership is transferred to the City (at the end of the job), it must be demonstrated to be in good working condition, and meet the provisions of these specifications, including current registration. 601-3.7.5.4 Measurement and Payment. Payment for all traffic signs, including Portable Changeable Message Signs, are incidental to the bid item for Temporary Traffic Control and no other compensation will be made therefor. 601-4 TEMPORARY TRAFFIC STRIPING AND PAVEMENT MARKINGS. 601-4.2.1 Application of Temporary Pavement Markers. Temporary reflective raised pavement markers shall be placed in accordance with the manufacturer's instructions. Temporary reflective raised pavement markers shall be cemented to the surfacing with the adhesive recommended by the manufacturer, except epoxy adhesive shall not be used to place temporary reflective raised pavement markers in areas where removal of the markers will be required. Pavement striping, legends and markers which conflict with any traffic pattern shall be removed by grinding as determined by the Engineer. The Contractor shall use temporary reflective raised pavement markers for temporary pavement marking, except when the temporary pavement markers are used to replace patterns of temporary traffic stripe that will be in place for less than 30 days. Reflective pavement markers used in place of the removable-type pavement markers shall conform to the Section 314-3 Removal of Pavement Markers and Section 314-5 Pavement Markers, except the 14-day waiting period before placing the pavement markers on new asphalt concrete surfacing as specified in Section 314-5.4 Placement, shall not apply; and epoxy adhesive shall not be used to place pavement markers in areas where removal of the markers will be required. Technical Specifications SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5548-D 02960-1 PART 1 - GENERAL 1.1 REQUIREMENTS A. This section describes the requirements for temporary bypass pumping of sewage flows. When sewage bypass and pumping is required, or the Contractor elects to perform, the Contractor shall submit a Temporary Bypass Plan conforming with the requirements of this Section. B. Contractor shall provide labor, materials, equipment, and supervision to temporarily provide bypass pumping around the Work. No interruption of sewage flow shall be permitted throughout the duration of the project. C. Bypass Operation: 24 hours per day during the period of Work. Operation of the bypass system shall be continuously monitored by the Contractor’s personnel. D. The Contractor shall observe and comply with all Federal, State, and local laws, ordinances, codes, orders, and regulations which in any manner affect the conduct of the work, specifically as they relate to wastewater discharges, spills, or overflows to the environment. The Contractor shall be fully responsible for preventing wastewater discharges, spills or overflows; containing the wastewater; and recovery and legal disposal of wastewater. The Contractor shall be responsible for payment of any fines or penalties assessed against the Agency and for claims and liability arising from negligent or willful discharge of wastewater including attorney fees and costs associated with defending any action against the Agency resulting from such discharges, spills or overflows. E. The Contractor shall not interrupt existing services and/or facility operations which may cause a wastewater discharge, spill or overflow. The Contractor will be charged for all costs associated with the Agency’s efforts if they are dispatched to the discharge, spill or overflow. F. The Contractor is prohibited from discharging any groundwater, stormwater or hazardous waste encountered during construction project without prior written approval by the San Diego Regional Water Quality Control Board and the Encina Wastewater Authority. Refer to the General Provisions Section 7-8.6. G. The Contractor is responsible for noise attenuation equipment and odor control measures if determined necessary by the Agency or County based on site conditions and impact to adjacent property owners. H. The Contractor is responsible for contacting property owners and business that are affected by the construction activities to inform them of the Work and the estimated schedule. Written notice shall be delivered to each home or business in accordance with the General Provisions. A doorhanger notice to residential properties template is available from Agency. I. Two (2) working days prior to any work affecting a sewer lateral, a follow-up notice shall be delivered to each home or business. The notice shall instruct occupants to minimize SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5548-D 02960-2 water usage on the day of the work and to fill floor drain traps with water to prevent potential odors. 1.2 SUBMITTALS A. The Contractor shall submit a Temporary Bypass Pumping Plan (Plan) to the Agency in accordance with 2-5.3 Submittals prior to the implementation of flow diversion/bypass. 1. The Plan shall indicate the sequence of construction and the diversion operations and all other operations the Contractor will establish to maintain wastewater service during the diversion/bypass period. 2. The Plan shall be reviewed and approved by the Agency before flow can be diverted/bypassed. No deviation from the approved diversion/bypass plan will be allowed without prior approval from the Agency. 3. The Plan shall include an Overflow Emergency Response Plan (OERP) indicating the procedures, personnel, equipment, and activities that will be implemented in the event of a wastewater discharge, spill or overflow to the environment, or diversion system failure. The Contractor shall be responsible for implementation of the OERP in accordance with this Section. B. Bypass Pumping Plan. 1. Provide for each bypass pumping scenario for the project. Bypass pumping plan shall include at least the following: a. A plan view drawing to graphically show the location of the bypass pumping equipment and appurtenances. b. Staging areas for pumps. c. Sewer plugging method and types of plugs. d. Size and location of manholes or access points for suction and discharge piping. e. Size of pipeline or conveyance system to be bypassed. f. Number, size, material, location and method of installation and protection of suction and discharge piping. g. Bypass pump sizes, capacities, and number of each size to be provided on-site including all primary, secondary, and spare pumping units. h. Backup pumping unit complete with suction and discharge piping for a fully redundant bypass system. i. Calculations of static lift, friction losses, and flow velocity for selection of pumps and piping and pump head-capacity curves and operating ranges. j. System pressure for calculation of hydrostatic testing requirements. k. Downstream discharge plan. l. Method of protecting discharge manholes or structures from erosion and damage. m. Temporary pipe supports and anchoring requirements. n. Thrust and restraint block sizes and locations. Provide the details necessary to demonstrate the integrity of all suction and discharge piping. o. Sections showing suction and discharge pipe depth, embedment, select fill and special backfill. p. When required, sound attenuation features for each pump and any additional equipment that is included in the Bypass Pumping Plan. q. Access plans to all bypass pumping locations indicated on the drawings. SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5548-D 02960-3 r. Schedule for installation, testing and maintenance of bypass pumping system. s. Emergency plan for adverse weather and flooding. t. Contractor’s plan for providing continuous monitoring of the bypass pumping operation as well as the monitoring persons’ qualifications. u. Flow-thru plugs: If flow-thru plugs are utilized for bypass, provide detailed design including, but not limited to, the flow-thru pipe size(s), configuration and location, and a capacity analysis to verify plug capacity vs design flow. The flow-thru plug shall be tethered or adequately braced during all diversion activities. 2. Subject to the approval of the Agency, if bypass pumping is not required for a location, the Contractor may elect to plug and vactor sewage flows for the duration of the Work. The Contractor shall submit a plug and vactor plan for each location which shall include at least the following: a. Sewer plugging method and types of plugs. b. Size of pipeline or conveyance system to be bypassed. c. Duration of plugging and calculated volume of sewage, including elevation of sewage head. d. Emergency plan for adverse weather and flooding for various phases of the Work. e. Contractors plan for providing continuous monitoring of the sewage flows as well as the monitoring persons’ qualifications. 3. Emergency Contact List: Provide three emergency contacts who are able to respond and be on site within two hours of contact. Provide name, cell phone, and email addresses. List shall be posted in a conspicuous location at the bypass pump location. C. Overflow Emergency Response Plan (OERP) 1. The OERP shall be developed to respond to any construction related wastewater discharge, spill or overflow to the environment. The Contractor’s OERP shall not rely on Agency personnel for emergency response, but they may be dispatched, at the Agency’s discretion and/or availability, to assist the Contractor. If the Agency’s personnel respond, the Contractor shall be responsible for all associated costs. 2. The Contractor is prohibited from unauthorized discharge of any wastewater, groundwater, storm water, or hazardous waste encountered during the construction project. 3. The Contractor shall immediately contact the Agency upon discovery or knowledge of an unauthorized discharge and proceed to control, contain or capture such discharge to the maximum extent possible. The Contractor shall cooperate with the Agency for the Agency’s reporting requirements for the unauthorized discharge. 4. The OERP shall include at a minimum: a. Identification of environmentally sensitive areas that could be affected by a wastewater discharge, spill or overflow, including but not limited to, waterways, channels, catch basins and entrances to existing underground storm drains. b. An emergency notification procedure the complies with the state and federal requirements including but not limited to, California Health and Safety Code Section 5411.5. The Contractor shall designate primary and secondary representatives, their respective home and mobile phone numbers. Agency contacts for City Contractors shall also be listed. SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5548-D 02960-4 c. Identification of personnel and equipment/tools that will be utilized in the event of a wastewater discharge, spill or overflow to the environment. Include an emergency team with arrangements for backup personnel and equipment. The emergency response team shall be able to dispatch to the site 24 hours a day, 7 days a week including weekends and holidays to respond immediately to any wastewater discharge, spill or overflow to the environment related to the Project work. d. Identification of downstream public water systems. e. Identification of owners of storm water inlets in the immediate vicinity. f. Step-by-step procedures to contain, control, and minimize wastewater discharges, spills or overflows to the environment. 5. At the pre-construction meeting, the Contractor will be provided with a list of Agency representatives to contact in case of a wastewater discharge, spill, or overflow to the environment. These contacts shall be added to the OERP. 6. The Contractor cannot begin work until the Agency has approved the OERP in writing. An approved copy of the OERP shall be available on the job site at all times. 7. It is the Contractor’s responsibility to assure that all employees, including subcontractors, know and obey all emergency procedures included in the OERP. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 GENERAL A. The Contractor shall notify the Engineer 48 hours prior to bypassing or diverting flow in any of the pipelines or laterals. Notification shall include location of bypass, when bypass will be activated, and length of time bypass will be in place. B. Contractor shall maintain sufficient equipment and materials on site to ensure continuous and successful operation of the bypass systems. The Contractor shall maintain spare valves, pumps, tees, elbows, connections, tools, sewer plugs, piping, fuel and/or back-up generator, and other parts or system hardware to ensure immediate repair or modification of any part of the system as necessary. C. Bypass piping cannot be placed within private property without the written approval of the Agency. D. The Contractor must obtain all permits required by San Diego County Air Pollution Control District (APCD) Rule 10, Permits Required. Any reciprocating internal combustion engine, including engine-driven generators or pumps, rated for 50 BHP or greater will require APCD permitting. 3.2 BYPASS PUMPING EQUIPMENT A. All equipment, including but not limited to vactors and pumps shall be fully installed, operational, and ready for immediate use. B. Noise Restrictions SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5548-D 02960-5 1. Pumps and generators shall keep the noise level below 70 dBA at 30 feet. 2. Equipment used in residential areas or night time operation shall have sound attenuation enclosures. C. Capacity 1. Pumps and bypass lines shall be of adequate capacity and size to handle all sewer flow. The bypass pumping equipment shall be sized to handle 100% of the required flows: Peak Wet Weather Flow: As shown on the Plans 2. Bypass lines, fittings and all accessories shall withstand twice the maximum pressure required for bypassing and shall be in good working condition. 3. The Contractor is responsible for verifying the actual peak flow rate and designing the flow diversion/bypass pumping system. 4. Spare pumps and generators, with a total capacity equal to 100% of the peak flows, must also be supplied to provide 100% redundancy. D. The Contractor shall perform the necessary maintenance and repairs on the flow bypass system, and exercise and ensure the operation of the backup pumps. The Contractor shall operate backup pumps for a minimum of 25% of the total bypass time on a daily basis E. The Contractor shall provide one dedicated fuel tank for each pump/generator if fuel/generator driven pumps are used. Each fuel tank shall have a fuel level indicator. The Contractor shall continuously monitor the fuel level in the tanks and ensure that the fuel level does not drop below a level equivalent of two hours of continuous flow diversion system operation. The Contractor shall protect the fuel supply from contamination. This could include but is not limited to fuel line water traps, fuel line filters, and protecting fuel stores from precipitation. The Contractor shall also monitor all hoses and repair leaks immediately. F. The bypass pumping system shall be manned at all times, including any bypass pumping performed after normal work hours, weekends and holidays. 3.3 PROTECTION A. Contractor shall mark and protect suction and discharge pipes. B. The Contractor shall inspect the entire bypass pumping and piping system for leaks or spills on a continuous basis. C. No bypassing to the ground surface, receiving waters, storm drains, or bypassing which results in soil or groundwater contamination or any potential health hazards shall be permitted. D. In the event of any sewage spill the Contractor shall follow the approved OERP and the steps outlined in Paragraph 3.4. SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5548-D 02960-6 3.4 WASTERWATER DISCHARGE EVENT A. In event of wastewater discharge, spill, or overflow to the environment, the Contractor shall: 1. Immediately implement the OERP without direction from the Agency, to control and contain the discharge, spill, or overflow. 2. Contact Agency personnel immediately. Information to provide shall include at minimum, the following: a. Location of discharge, spill, or overflow b. Start time of discharge, spill, or overflow c. Duration if already terminated, or expected duration if in progress d. Estimated wastewater volume spilled e. Cause (if known) f. Control measures implemented g. Type of remedial and/or clean up measures taken h. Description of affected or potentially affected sensitive areas such as waterways, channels, catch basins and entrances to existing underground storm drains 3. Based on the above information, the Agency will determine if the discharge, spill or overflow is contained, and whether Agency personnel should be dispatched to the site. If dispatched, the Contractor shall be responsible for all costs incurred by the Agency as associated with the discharge, spill, or overflow. 4. Contact owner of stormwater inlets if discharge, spill or overflow enters stormwater system. 5. Report the spill to the applicable jurisdictional agency following the procedures in the OERP. B. The Contractor shall, within 24 hours of the wastewater discharge, spill or overflow, submit to the Agency a written Wastewater Discharge Incident Report. C. The Agency will evaluate the need for procedural changes to avoid further discharges, spills or overflows and the Contractor shall implement such changes immediately at no additional cost to the Agency. The Agency may institute further corrective actions, as deemed necessary. D. The Contractor shall not damage existing public and private improvements, interrupt existing services and/or facility operations which may cause a wastewater discharge, spill or overflow to the environment. Any utility and/or improvement which is damaged by the Contractor shall immediately be repaired at the expense of the Contractor. E. Once the discharge, spill or overflow has been contained and the situation causing the event has been stabilized, the Contractor shall restore the affected areas to original condition. 3.5 FIELD QUALITY CONTROL A. Hydrostatic Pressure Test: SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5548-D 02960-7 1. Notify the Engineer 24 hours prior to testing. The test shall be observed by an Agency Representative. 2. Attach bulkheads, isolation valves and pressure gauges to the piping to be tested. 3. Fill the discharge piping with potable water and seal the piping on both ends. The Contractor shall be responsible for securing potable water supply. 4. Test the discharge piping with maximum pressure equal to 2.0 times the maximum operating pressure or 50 psi, whichever is greater for a period of 30 minutes. 5. If no leaks are observed after the test period, the line may be placed in service. B. Inspection: 1. Operator shall inspect temporary bypass pumping and piping system at a minimum of every hour. 2. Operator shall continuously monitor the flow levels downstream and upstream of the flow diversion to detect any possible failure that may cause a wastewater discharge. 3. Keep written inspection log at each pumping location. Provide weekly copies to the Agency in a manner acceptable to the Agency. C. Maintenance: 1. The Contractor shall inspect and maintain the bypass system daily, including the backup system. 2. The Contractor shall submit maintenance procedures and frequency to the Agency prior to any flow bypass. 3. The Contractor shall maintain a log of system operation and inspection, maintenance and repair records, and provide copies to the Agency upon request in a manner acceptable to the Agency. 3.6 CLEAN-UP A. The bypass pumping system shall be flushed with potable water and drained prior to being dismantled and moved to the next location. Drain residual wastewater from the piping system into the Agency sewer main prior to disassembly, taking care to avoid wastewater spills. B. Upon completion of bypass pumping operation, clean disturbed areas, restoring to original condition, including pavement restoration, at least equal to that which existing prior to start of Work. 3.7 SCHEDULING A. The bypassing system shall not be shut down between shifts, on holidays or weekends, or during work stoppages. B. The bypass system shall have a trained and qualified attendant on site 24 hours per day, 7 days per week to maintain the bypass pumping system from the start of bypass until the bypassing of the specific pipeline is no longer required. SECTION 02960 – TEMPORARY SEWER BYPASS PUMPING Temporary Sewer Bypass Pumping Contract No. 5548-D 02960-8 END OF SECTION Appendix A Record Drawings ! VALL£Cff05' WATER DISTRICT GENERAL lvOTES: I. ~'ATER LINES SHN.L HAVE. A MINIMUM C/JIIER OF 36 INCHES. SEWER LINES SHAL HAVE A MINIMUM CWER OF 5 FE.ET. Z. 7/JNTRACTOR SHALL NOTIFY THE FOLi.ON/NG AGENCIES 48 HOURS PRIOR TO CON ,TRUCT/ON. Vt,L,ECITOS WATER DISTRICT l-760-744-0460 COX COMMUNICATION l-800-2Z1-2600 Sf" IYE /-800-227-26 JO PAl/FIC BEIL 1-800 2Z1-2600 UN(ERGROUNl SERVICE AlERT /-800-2Z1-2600 3. IT SHALL BE THF RESPONSIBIUTY OF T'iE CONTRACTOR TO VERIFY THE LOCATION OF N.L SUBSTRUCTURES.WHETHER SHONN GN THE PLANS OR NOT,AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCATION /WO DEPTH OF ALL EXISTING WATER /WL 1 SEW£! LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPIWCY IS ro BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AN!! THEN SUBMITTED TO THE DISTRICT FOR APPROVAL 4. NEITHER THE ENGINEER.OWNER NOR THE V Al.LECITOS WATER DISTRICT SHALL BE RE'5PONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. r:ONTA'•cTOR SHALL BE RESPONSIBLE FOR ANY MONUMENT AT/ON tiD/OR BE~ •1MARKS WHICH WILL BE DISTURBED OR DESTROY£ B, CONSTRU<TION. SUCH POINTS SHALL BE REFERENCED AND P:PLACED W.TH APPFI.OPRIATE MONUMENTATION BY A LICENSED 1. WD SURVE. UR OR A REGISTERED CNIL ENGINEER AUTHORIZED T J PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD CC SURVEY,/ s APPROPRIATE.SHALL BE FILED Br THE LICENSED UIND SURVO OR OR REGISTERED CNIL ENGINEER AS REQUIRED BY THE LAN, SURVEYOR'S ACT. f,EFER£1 ICE DRAWINGS EL CAMINO q, Al -ENCIN,T AS TO CARLSBAD C ARISB/lD Tr, '.CT 92-3 RANCHO CARIi 'O · POINSETTIA LANE UHF PR0°£! TY . 'IPROVE.MENTS L?HF PRO!'E., TY GRADING LAND OUTFALi SEWER REPLACE.ME.NT R.S.1800-/ DNG.N0.341-5 DNG. NO. 33/-1 DNG.N0.377-6 ONG.N0.377-6A VWD DNG.N0.211/-001-0/ DECLARAT 'ON OF RESPONSIBLE CHARGE I HEREBY DECL ,,Rf. THAT I AM THE. ENGINE.ER OF WORK FOR THIS P"IOJECT, Tr/AT I HAVE. EXERCISED RESPONSIBLE CHARGE. OVER THE. DESIGN ON Th.: PROJECT AS DE.FINED IN SE.CT/ON 6703 OF THE. BUSINESS AND PROFE. .. ,S1 lNS CODE..NID THAT THE DESIGN IS CONSISTENT WITH C 'JRRE.NT ST Al DAROS. I UNDE.RST AND rHAT THE. CHECK OF PROJECT DRAWINGS AND SPECIF/CA -IONS BY THE CITY OF CARLSBAD .IS CONFINED TO A RE.VIEW ONLY AND DOE.. NOT RELIEVE ME.AS ENGINE.ER OF WORK.OF MY RE.SPONSIBIL/T1. :S FOR PROJECT DESIGN. DECLARAT ON OF ENGINEER OF WORK: I HEREBY Di-CLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES W. TH PROFt:-SSIONAL ENGINEERING STANDARDS ANO PRACTICES. AS THE ENGINEER II f'ESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESi'OfSIBLE CHARGE FOR SUCH 0£5/GN. I UNDERSTAND ANO ACKNOWLEDGE THAT THE SIGNATlRE OF THESE PLANS BY INFi?ASTRUCTURE ENGINEERING INC., FOR THE VALLEC!TOS GRADING PLANS FOR: POINSETTIA LANE AT LA COST A GREENS PROPERTY LINE -------i0t------ WATER DIST! /CT. AND THE REVIEW OF .rHE PLANS BY THE VALLEC!TOS WATER DISTRICT. IS A REVIEW ()F GENERA' COi/PL/ ANCE WITH DISTRICT STANDARDS. THIS APPROVAL IS NOT A DETERMINATION OF THE PROPOSED STORM DAMN Sl/RCHARGE Pu>N SHEET NUMBER ;::CHN/CAL ~DEOUACY OR ACCURACY OF Ti·;£ DESIGN OF THE IMPROVEMENTS. SUCH APPROVAL DOES NOT. THEREF RE~. !EVE AIE OF VY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. I 'J.· 03~ 11ts10:!,, m~r,-,i ~ DATE, SOILS ENG, VEER CERTIFICATE I, ,Af1c.J,ge,/ 5. C,Aq,,,;,, , A REGISTERED CIVIL EROSION CONTROL PUii SHEET'S ( fGAL DESCRIPTION: A PORTION OF PARCEL 3 DF PM 1188 AND A PORTION OF SECTION 23, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SBM PACIFIC OCEAN _..-PROJECT SITE !TY OF AN MARCOS WORK TO 8£ OONE THE GRADING WORK SHALJ. CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REA/ED/AL GRADING, ORA/NACE FKILITIES, EROSION CO#TROL FKIL!TIES, AND PLANTING OF PERA/ANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS. AS-BUILT GEOLOGIC MAPS ANO REPORTS.Ail. AS SHOWN OR REOIJIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REOIJIREMEIVTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PL.ANS. THE GRADING WORK SHALL BE PERFORMED IN KCORDAIJCE WITH THE FOLLOWING lXJCUMEIVTS. CURRENT AT THE TIA/£ OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE Z CITY OF CARLSBAD STANDARDS FOR DESIGN AND CONSTRUCT/ON OF PUBLIC WORKS IMPROVEVElffS IN THE CITY OF CARLSBAD.DATED 4/20/93 3. THIS SET OF PLANS 4. RESOLUTION NO. 5013, 50/4, 50/6, 5017. 5018. ond 5019 dotM 9/5/01. 5. THE STANDMD SPECIFICATIONS !;OR PUBUC WORKS CONSTRUCTION (GREEN BOOK/. 6. SOILS REPORT ANO RECOAIAIENDATIONS BY GEOCON INC. DATED 6/25/0! 7. THE SM' DIEGO REGIONAL STANDARD DRAWINGS AND AS AJAY BE AIODIFIED BY THE CITY OF CMLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMAl!SS!ON DEVELOPAfElff PERMIT CONDITIONS ~TED_...liL..a.... _________ _ !Fr;END 9. ENVIRONHEIVTAL APPROVAL £XJCUVEIVTS DATED OCTOBER 2.3.2001. DESCRIPTION ONG.NO. SYMBOL EXISTING STORM DRAIN _________ _ EXISTING GAS __________ _ ·------G ---w EXISTING UNDERGROUND ELECTRIC .... __ --UG-E-- EXISTING UNDERGROUND TELEPHONE .. ---·------UG-T-- EXIST!NG CABLE TV ______ _ --C-T-- EXISTING 16" FUEL AND OIL ............ ·················--------GO--- EXISTING AT&T LINE .. ·-------· ____ .. __ --T/D-- EXISTING SEWER ____ _ -------s SUBDNISION BOUNDARY ·················---------- PROPOSED SLOPE. 12.:/ UNLESS CJTHERWISE NOTE.DJ .................. . PROPOSED COlfTOUR ..................... ________ _ ---158--- EXISTING CONTOUR···················-------__ PROPOSED SPOT ELEVATION _________ _ TOP/TOE. OF SLOPE----····· .. ··•· .. · .. ------- DAYLIGHT UN£ ____________ _ ----11-- DE.TAIL RE.FE.RE.NC£ __ Of:I_A!L LETTER SHEE'rWHERE SHOWN -····· ffi 18" STORM DRAIN /SIZE. PER PLANSl.. ...... D-60 ___ _ !!!!!!!! !!!!I! r3 !!!I!! IC-£: 24' STORM DRAIN /SIZE PER PI.Af:JSJ ....... D-60 __ !!I!!!!-!!!!!! !!IC -c 3(1' STORM DRAIN (SIZE. PER PI.Af:JSJ ....... D-60 ····--- 36' STORM DRAIN /SIZE PER PI.Af:JS! ....... D-60 ___ _ 42' STORM DRAIN /SIZE PER PI.Af:JSJ ....... D-60 !I!!! !!!I!!; :!!I!!! !!!!!: ----£: ~,_l!!'~SfORM DRAIN /SIZE. PER Pl.AN.SJ .... D-60 ____ _ !. s'x9/,ox CULVERT STORM DRAIN .......... D-78B V____.___.___ _.__I mii i& == 5E ....... -c 00 N(f r; y !K 9/8 FT 904 FT 124IFT ~ 84 FT 85 FT SEWER REUOV AL ......... . . .................... 4667 FT ir~E 'E i!crf J;,tJ#!E .. =-:.-:. ~ ":.'.~ : ,,ff.iJ;f':. :.~::;.~.t. .. :.:::,.: .. ~ _! :-:-i/4 ---- -.. -.. -; -~~~---------.:________::...., TYPE 'B' CURB INLET ........... SDS-100,D-2,[r/l,D-12 ............ __ WING TYPE. HE.ADNALL.. ......... D-34,D-35 D-79 ...... ___ ............ .. RIPRAf. ____ --D-4(),SDD-/00 _____ _ TYPE. 'PCATCH BASIN ........... D-7.D-I/ __ _ BRON DITCH. ............................... D-75, SDD-100 ... ____ _ ENERGY DISSIPATOR ................ £r4/,SDD-IOO ······················--- ENVIRONMENT AL FENCE. <SEE DETAIL D SHEET 3! __ _ GRADING OF SLOPE ROUNDING. ................ _______ . iKCONTRACTOR TO VERIFY ALL OUANTITIE.S VALLECITOS WATER DISTRICT l, c::::> ---DJ CITY OF CARLSBAD STD GS-14 12 15 134 er 2 66Z~ U- 3 5 /06 LF ENGINEER ,F THE STAT?oF CALIFORNIA, PRINCIPALLY DOING BUSINESS OHNER'S CERTIFICATE CITY OF ENCINITAS 11 AS BUil T11 ~ tbl<tlo!: :;~~/e.7 DATE IN THE FIE .. D OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING .ND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SIJ'E WAS M \OE BY ME OR UNDER MY D~RECTION BETWEEN THE DATES OF tsloy. l.j ____ , 1099 AND ~.ult 71, , 1.£100 . TWO COPIES OF -HE SOILS REPORT COMPILE FROM THIS STUDY, WITH MY RECOMMENOA .IONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE ENGINEER. SIGNEO:......./.'....U'~,,,,".'.D~~~==---t~c:;:.:..:_____::.__;~ P. t. ;, u. , _...!,,6:!_!c,,__-"e..!'2.;,::r::i,!~-----11......i...;::;~'f,,&J~.. , I I \,,~:: .. ;:<:rt~~(,; .· ,V DAT£: ----'-il/..,,1,~•.J "'•"•,:·---··,,a .~;::," LICE.NS£ FXPIRATION DAT£: _.:,=+/~~~~l~~0~.3'----- CJ -n KimleycHorn · • LJ and Associates, Inc. Engfieering, Plonnlr g and Environmental Consultants 517 •' our-th Avenue -Suite 30! -San Diego. Ca. 92101 Tel, (619) 234-9411 Fax, CSl9l 234 9433 I <WE! HERE.BY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADIN>r-_~TIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF T~fs; • B'I FRED llRBUCKLE DAT£ PRESIDENT MORROW OEVEt.OPME.lff AS AGENT FOR REAL ESTATE COLLATERAL MANAGEMENT COMPANY IMPORTANT NOTICI Section 4216/4217 of the Government Code requires that Dig Alert Iden I iflcation NunDer be issued before a 11Permit to Exoavcten wi 11 be val id. For your Dig Alert 1.0. Nurrber cal I Underground Service Alert TOLL l'RII 1 ... oo .. 4a2 .. 41aa Two working days before you dig. DNG.NO. 397-2H 397-2H 397-ZH 397 .. 2H 397-ZH SHEET INDEX SHEET NO. 2-3 4-15 16-19 20-21 22-24 DESCRIPTION NCJTES AND DET/JJLS GRADING AND DRAINNJE. EROSION CONTROL SURCHARGE. BORROW SITE GRADING AND EROSION CONTROL VICINITY MAP NOT TO SCALE REVIEWED BY, vw FOR IMPROVEMENTS SEE DRAWING 397-21 ~ ~.C...J-.. 11l,las INS CTOR DATE BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: STA288•89 EC ON CENTERLINE. OF EL CAMINO RE.AL RECORD FROM:SAN DIEGO COUNTY VERTICAL COlfTROL RS-1800,288•89 ELEVATION: 311.407 MSL AOD£/J NEW S!IEE:T'S 8 /0 II. ',Z /!€(1fSED SHTS '7 8 II f IZ ~€1/.fSeO 6HT6, /~4'// REVISED SHTS 4 eG CIT)~ OF (;ARL§lBAD [SHEETS I ENGINEERING DEPARTMENT · 2 4 GRADING NID DRNN!GE PUNS FOR, POINSETTIA LANE AT LA COSTA G~EENS TfflE. SHEET 1---1---t------------------+---l---t-----t--'-1 I APPROVED, (Py ii:] t---t--+----------------1---+--+----i>----' ~&~·di~~•~~✓~..e.-.;,=~.et:~~~~-~15:Jae~~a:...--J,.;z ~ --------+---+--+---,1----1 lc1TY ENG*ERiic~ EXP. D4 TE r;::D;:-AT;:;:E:---rl::::Nl::;:;Tl::-;AL-t-----------------+-:--c=-1-N =:T .,..,.-+-,,-;--cc,--l-~-i OWN BY' -==-:---DATE I I IAL DATE INITIAL CHKD BY: ---:!,:;:;::,...,.. DRAWING NU 3.97-2H PROJECT NO. CT99-03 OTHER APPROVAL CITY APPROVAL RVWD BY: '---------' ENGINEER OF WORK / REVISION DESCRIPTION , VWD 02-00/ •a,_,>,' •• ,.,1,,' " "I] ' -021803 J 123103 032904 ----------------------------··----------------..;·~----------------------------------------------------------------------, SPECIN.. NOTES Th£ FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK, THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NGT CONST I TUT£ APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE HELO RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS, THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS, ANO REGULATIONS, .~. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING: SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LJM..TED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WJTH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3, THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STR~ETS, UTILITIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FJELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 234-9411. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC. J UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGE~CY, OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 4. EXCEPT AS NOTED HEREON ALL UTILITY SERVICES WITHIN THIS DEVELOPMENT ARE UNDERGROUND INSTALLATIONS. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY AND PACIFIC BELL PRIOR TO STARTING WORK NEAR THEIR FACILITIES, AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES, FOR UTILITY MARK-OUT SERVICE, CALL 1-800-422-4133. 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE EXPENSE OF THE CONTRACTOR, 6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 7, CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS ANO LOCATE EXISTING UNDEIWROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVJoJONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 8. WHERE TRENCHES ARE WITHIN 10 FEET OF FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SO/LS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTH,vORK SPECIFICATIONS, 9. ANY WORK DONE WITHOUT INSPECTION OR MATERIALS TESTING IS SUBJECT TO REMOVAL OR CORRECT/ON, 10. CONTRPCTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE FIELD ENG INFER. 11, ALL EXISTING FACILITIES AND IMPROVEMENTS WHICH CONFLICT WITH PROPOSED GRAD!NG SHALL BE REMOVED PER THE RECOMMENDATIONS IN THE SO/LS REPORT. 12. C.ONST~UCTION EQUIPMENT SHALL BE PROPERLY OUTFITTED ANO MAINTAINED WITH NOISE REDUCTION DEVICES TO MINIMIZE CONSTRUCTION-GENERATED NOISE. STORM DRAIN NOTES 1. SUBST:TUTION OF ANY MATERIALS FOR CONSTRUCTION OF STORM DRAIN WILL NOT BE ALLOWED UNLESS APPROVED BY THE CITY ENGINEER. 2, STORM ORA/NS ARE TO BE CONSTRUCTED IN COMPLIANCE WITH CITY STANDARD SPECIFICATIONS ANO DRAWINGS ANO THE "DRAINAGE DESIGN MANUAL," DOCUMENT NO, 768947, FILED APRIL 20, 1984, ALL HORIZONTAL RADII AND DEFLECTIONS AND VEqT/CAL DEFLECTIONS SHALL CONFORM WITH THE REQUIREMENTS AS SHOWN ON TAB_£ 1-103.7A AND 1-103, 78 OF TH[ DESIGN MANUAL, 3, SILT AVD DEBRIS SHALL BE REMOVED PERIODICALLY ANO WHEN NECESSARY FROM THE OETENSJON BAS/NS BY THE MAINTAINfNCE ASSfSSMENT DISTRICT. PAJ£uNTOWG/Cftl NOTES 1. PURSUA,iT TO PLANNING COMMISSION RESOLUTION No, 4424, CONDITION No. 5 * A QUAL.F /ED PALEONTOLOGIST SHALL BE RETAINED TO PERFORM A WALKOVER SURVEY OF THIS SITE AND TO REVIEW THE GRADING PLANS TO DETERMINE IF THE PROPOSED GRADING WILL IMPACT FOSSIL RESOURCES. A COPY OF THE PALEON .. OLOGIST'S REPORT SHALL BE PROVIDED TO THE PLANNING DIRECTOR PRIOR ·n ISSUANCE OF A GRADING PERMIT. * A QUALFIED PALEONTOLOGIST SHALL BE RETAINED TO PERFORM PERIODIC INSPEC1IONS OF THE SITE AND TO SALVAGE EXPOSED FOSSILS. DUE TO THE SMALL !ATURE OF SOME FOSSILS PRESENT IN GEOLOGIC STRATA, IT MAY BE NECESStRY TO COLLECT MATRIX SAMPLES FOR LABORATORY PRECOESSING THROUGh F !NE SCREENS, THE PALEONTOLOGIST SHALL MAKE PERIODIC REPORTS TO THE PLANNING DIRECTOR DURING THE GRADING PROCESS. * ALL FOSSILS COLLECTED SHALL BE DONATED TO A PUBLIC, NON PROFIT INSTITUTION WITH A RESEARCH INTEREST IN THE MATERIALS, SUCH AS THE SAN DIESO NATURAL HISTORY MUSEUM. * ANY CON"LICT REGARDING THE ROLE OF THE PALEONTOLOGIST AND THE GRADING ACTIVIITES SHALL BE RESOLVED BY THE PLANNING DIRECTOR. IIIP'l•n Kimley-Horn 11111111..J_r __ ~ and Associates, Inc. Englneering, P!ann1ng and Env1r·onmental Consultants 511 Four1h Avenue -Suite 301-San Diego, Ca. -92101 Tel, (619) 234-9411 Fox, ,6191234-9433 GRADING NOTES (IN ADDITION TO' THE REQUIREMENTS OF CHAPTER 11.06 OF THE CARLSBAD MUNICIPAL CODE. J 1. THIS PLAN SUPERSEDES ALL OTHfR PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS, 2, APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RAT/NG GU/OE, 5. UNLESS EXEMPTED BY SECTION 301,/b!5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. 8, APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9, ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10, THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CI TY, 11, ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION, 12, WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (Ai SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (CJ COMPACTION CURVES, SHALL BE SUBMITTfO BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS, 13, A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION R[GAROING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENG/NEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE "EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR, 14, A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK 1760) 602-2780 AT LEAST FIVE!5J WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PR/OR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15, ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTJON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (7601 438-3891,INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P,M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17, THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET 15' I OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION, IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD, SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19, IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, ANO THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20, ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRAD/NG EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A,M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS, (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENG/NEERING DEPARTMENT COUNTER,! 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22, IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23, BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN, 24, ALL AREAS SHALL BE GRADED TO DRAIN.GRAD/NG RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25, THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS, EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26, ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SIT£ APPROVED OF BY THE CITY ENGINEER, 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEDED WITHIN TEN 1101 DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS, 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 397-21, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SORSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENG/NEER. 32, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND! WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK, 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW! AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E ( 619 )696-2000 PACIFIC BELL 1-800-750-2355 ADEL PH I A 1-800-626-6299 CITY OF CARLSBAD(STREETS & STORM DRAIN! (760)602-2720 *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER! (760)839-4681 *SAN OJEGUITO WATER DISTRICT !760)633-2650 *LEUCADIA COUNTY WATER DISTRICT (7601753-0155 *VALLECITOS WATER DISTRICT (760)744-046D *DLIVENHAIN WATER DISTRICT ( 760)753-6466 *BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPRIATE 34, PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {11,06,170(81} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {11,06.190!8!} CARLSBAD MUNICIPAL CODE: (1J FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS !OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT!. (2J AS-BUILT GRADING PLAN. (3! REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE DUALITY OF THE SOIL, AND SUMMARIES OF FIELD ANO LABORATORY TESTS, THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. /41 REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CI TY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE /1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36, THE SOILS REPORT TITLED SOIL & GEOLOGIC INVESTIGATION PREPARED BY GEOCON, INC. DATED JUNE 25, 2001, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. VAL.lECffOS WATER DISTRICT GENERN.. NOTES: I. 2. 3. WATER LINES SHALL HAVE A AIINIAIUM COVER OF 36 INCHES. SEWER LINES SHALL HAVE A MINIAIUAI COVER OF 5 FEET. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCTION. VALLECITOS WATER DISTRICT l-760-744-0460 COX COAIAIUNICATION l-800-227-2600 SOG&E l-800-227-2600 PACIFIC BELL l-800-227-2600 UNDERGROUND SERVICE ALERT l-800-227-2600 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES. WHETHER SHOWN ON THE PLANS OR NOT. AND PROTECT THEA/ FROAI DAMAGE. THE ACTUAL LOCATION AND DEPTH OF ALL EXISTING WATER AND SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION ANO THEN SUBMITTED TO THE DISTRICT FOR APPROVAL. 4. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEAIENT OF SAFETY STANDARDS. 5. A PRECONSTRUCTION CONFERENCE AIEETING SHALL BE HELD A AIINIAIUAI OF THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION. 6. A SIGNED SET OF IMPROVEAIENT PLANS DOES NOT IA/PLY THAT CONSTRUCTION MAY BEGIN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WATER DISTRICT ENGINEERING DEPARTMENT TO CONFIRM. 7. ALL WORK DO/VE IN OR /VEAR VALLECITOS WATER DISTRICT FACILITIES SHALL BE DONE ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS OF THE VALLECI TOS WATER DISTRICT. 10' WIDf TRAIL R/W IN 20 WIDE PEDESTRIAN R/W ACCESS EASEMENT 10' 10' 32' .?.¾. 2'.t fjl' 2% 'l----~ :ilfl 2% TRAI~ 1 ~/,,U 'UU/lllll7liiJ. POINSETTIA LANE* 9+42 TO 42+41 !EL CAMINO REAL TO ALICANTE ROAD! 56+58 TO 68+71. 96 /WETLAND AREA TO SUBDIVISION BOUNDARY! NOT TD SCALE -~o. 5' 1 OJ~ Wjjf Jf j/ L R/W gt , R/W PEDESTRIAN 1------------"-,-'-------------l ACCESS EASEMENT 7 , do' 7' 32' 1'6 I 32' POINSETTIA LANE* (TYPJ STA. 43+44 TO 55+42 I THROUGH WETLAND AREA! -H-0. 5' (TYPJ R/W 10' NOT TO SCALE E 1~6' R/W 10' 44' 118' VARJFS 44'-,;6' NOT TO SCALE *TYPICAL SECTIONS SHOWN HERE FOR REFERENCE ONLY, SEE IMPROVEMENT PLANS ENGINEER fTYf'J OF WORK IDWG. 397-2! ! FOR FULL TYPICAL SECTIONS WITH IMPROVEMENT DETAILS. (j" I, I -.J..e ' I ~"""'-· A ..1....' __.:.I!..:::,/ 1:5:.,!.L-/ /',~\ "t TIMOT~::i:~t::i DEWITT R.C.E. 46579 DATE VALLECITOS WATER DISTRICT (FOR GRADING ON/Yi Bav.~1r,1o~ !""'_,..,I PRESTON H. LEWIS, P.E. DATE R.C.E. 45927 EXP. 12/0? BENCHMARK: DES CR !PT ION: STANDARD STREET SUff.lEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL C/JJ.1/NO REAL RECORD FROM:s,w DIEGO COUNTY VERTICAL CONTROL RS-1800. 288•89 ELEVATION: 311.407 M.SL REVIEWED BY: c...,../j.C,.J.,..,.... ,,,~ ~ !~TOR DATE ~ C:ll'Y OJF (:ARLSBAD ~ l-----+--+----------------+----1---l----1----1 LU ENGINEERING DEPARTMENT ~ 1-----1-----+----------------+---l-----+---1----1 GRADING ANO DRAIN/GE. PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS N<JTES MD DETNIS I APPROVED, t?Y I l----l---+----------------+---l---+---1-----l /4c; ,...~ L t&--,_i e i~ 6'!'tt L·-#DA..,T-E•3 l----l-----+----------------+----l-----+---1----1 SC=IT=Y=E=NG=IN=~==R=~R;::Jf=··E=·====E=X=P·===;';:=='=='~· DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ___ , CHKD BY: ~ RVWD BY• M:'S, PROJECT NO. DRAWING NO. CT99-03 397-2H VWD 02-00/ I 021803 i EROSION CONTROL N<JTES /. IN CA$£ £M£RG£NCY WORK IS R£0UIR£0.CONTACT TIM O'GRAOY OF MORROW DEVELOP£MENT AT (760! 929-2701 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TD FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL, 5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION, 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (51 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%/. SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE, 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE/ PRIOR TO NOVEMBER 15. THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK DF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA, TEMPORAFrf EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDRDSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL/ OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING! WITHIN 60 DAYS OF ROUGH GRADING. b, IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TD THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B, HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE, b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS.TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FDR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYOROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b, 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d, 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e, 3 lbs. PER ACRE OF ALYSSUM <CARPET OF SNOW! f. 1/2 lb. PER ACRE OF DJMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES, h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEOING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW/ MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SDI,L. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16-20-Q. WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: (/. TRACK WALK ING SLOPES STEEPER THAN 6: 7 b, HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE, c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING TH£ SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: c. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. t. THE ADDITION OF SOIL AMENDMENTS. PH ADJUSTMENT. LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PRC.JECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PE/i',,/ANENT LANDSCAPING. UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASE). _ _,. ....... ...... ...... .... .. ..... ...• . .................... ···--·. ··-·· FILTERED WATER GRAVEL FIL TER 1. SET POSTS AND EXCAVATE A 4BY4 IN (1DBY 10CM! 2. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS@ SILT FENCE GRAVEL BAGS OVERLAP ONTO CURB ----------______ ,,,, RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY 3 FT (0. 9 M! MIN. THREE LAYERS OF GRAVEL BAGS WITH ENOS OVERLAPPED SPACING REQUIREMENTS <TYP. J SLOPE 0-4% 4-10% >10% DAM SPACING 100 ft 50 ft 25 ft EXIST/NG GROUND 14'MIN, SEDIMENT DROP INLET WITH GRATE c._ __ CONCR[TE BLOCK BJ./)CK-SCREEN-GRAVEL SILT BASIN I PUBLIC RIGHT-OF-WAY 50'MIN. 8" MIN. PROFILE PL.A/y PUBLIC RI HT-OF-WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY @ GRAVELB/JBS @ STABILJZED CONSTRUCTION ENTRANCE R/W R/W 5' 'i_ FLOW GRAVEt/W ! ! I FILLED 10' BAGS -+---I I WE IR I (3 BAGS HIGH) C R/W C <: 1 CURB R/W LINE . 1-w _J z - 7,:. '\ "'"' . >-.,..i:: SAND FILLED BAGS GRAVEL F[LLED BAGs~~ 1 O' WEIR CURB LINE R/W SAND FILLED BAGS I 3 BAGS HIGH ) ( 3 BAGS HIGH I SECTION C-C 6 IN 115 CM) 24 IN (61 CM! (A! l tEGEND ffEli ST A/3/UZED CONSTRUCT/ON ENTRANCE ROIJ.ED STRPiN DIKE SILT FENCE UNUNED SWALE & BERM 0-75 UNED SWALE RIPRAP PER D-40 SfMEJOl =:>=:>=:> ----11--- = QIJA/ffff/ES 17894 FT 14.461 FT NIA SE£ $HEIT I '""" ""'~ FLOW 24 0 t IN 161 CM! * DAYUGHT UN£ GRAVEL BAGS Hr'DROSEED (SEE NaTES THIS SHEET! 3400 535 KSF ( B ! L=OISTANCE SUCH THAT POINTS 9 IN. EARTHEN R IOGE A AND B ARE OF EQUAL ELEVATION ~%J¾i~IIA L---__,8 ~!.lcfu=i@,~,,,=aa -_lun,llljn~I ~111..~- FILL SLOPE ---------- - ---:.....--------- -- - - -- - - -- - ----------- --- "' GRAVEL CHECK DAM MIN. 2 FT UNUNED SWA(f & BERM r I 48 II ± 10' + o.c. 10' + o. c. 10' ±0-C. □□□□□ DC □□ □ LJ □ □ □ □□□□□ □□Du □□□□□ □□DC ----lk---------'----'--'-=----=IF--=_L=--= □ □ □ n □□ DC □ □ □ □ □ -□ 0) ' □ -0) n ' □ -0) ' L 7 ➔=~,,,;;~~~~~=-"--="-=--ii-~.~__::';~~~;::;,~;;;:====f=:=__.:,=:=--=~==='==~--= J=",~l~f,E'-lf./ Jf::-::1 ---\ '1•1f4iflf-FJfi@J 1 '\ -SJ/~~ ·' 8ir-;:'.1/~1r,r ' \ r.r1=:::.11,t"P-;'-lJ ~EXISTING GRADE ',, ,..._ 1. 33 LB/FT "T" POST W/ BURIAL WING 5' LONG POSTS I TYP I \\ \ ORANGE PLASTIC CONSTHUCIJON/ ENVIRONMENTAL NET ® LIMIT OF GRADING/ENVIRONMENTAL HABITAT PROTECTION FENCE 1. FENCE MUST BE STAKED PRIOR TO GRADING AND WRITTEN CERTIFICATION ATTESTING TO LOCATION MUST BE PROVIDED BY A LICENSED SURVEYOR AND A BIOLOGIST N<JTE: FOR EROSION CONTROL PLANS, SEE SHEETS 16 THROUGH /9 ENGINEER OF WORK VALLECITOS WATER DISTRICT • DEWITT R.C.E. 46579 DATE I AS BUil T11 ~<t) tc/7-< /o~ /FOR GRADING ONLY! BY BENCHMARK: DESCRIPTJON:STANDARO STREIT SURVEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL R. • • , EXP. (i.(~/07 DATE REVIEWED BY: PRESTON H. LEWIS, P.E. DATE RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTRGL RS-1800,288•89 i:). p ELEVATION: 31/.407 M.SL I INSP CTOR DA TE '----+--+--------------1---1--___jC---..L__J I SH3EET I CITY OF CAR.L§BAD I SHEETS I ' ENGINEERING DEPARTMENT 2 4 ;=='....::::===========::::::::::::======-'==~ GRNJING NID DFWNIGE PL/INS FOR, POINSETTIA LANE AT LA COSTA GREENS IKJfES NID DcrA/lS VWD 02-00/ 021803 -l--!-- i _[ ----T !. - .,. !-- ' t .. I -.... { i . ). •• j i I . ! ·l i Kimley-Hom and Associates, Inc. Engtneer·1ng, Plannlng and Envlronmento!Consultants 517 Fourth Avenue -Sutte 301-San Diego, Co. -92101 Tel: 1619) 234-9411 Fox: 1619) 234·9433 I· ' ' ·' ' ' ! L. ' ! . -1--.--;-- ' -! -T-- ----1 ----[- r--f - -l - - -i- I T : ' ' ' : -+--. *NOTE· RETAINING WAIL ID Bf --E.ARTHTDNECDLDR, KEYSTONE BLOCK ) / ' j : -i-- --i _L ' ' !· -. _. ··-"'1"' "" ---7 --r- i I ' i i 1 ... ,. ·-·-·+-·---,-· - ' . ' ' 1 1-• ' L --J.. ! ... ·I"· . ;_ -J ..... ! ... i- PLAN: EL CAMINO REAL 20 0 40 10 GRAPHIC SCALE I'= 40' j__ l20 ' -1 -t L. t--- I -- _., I .i.. -·· j .,. .. .. -, -i- -- i 1--- I •••• J - ----, - i . ! ... --!-·· L. ! '-·--i .. , .. -,.-.. ------,. ---j--' ' -a .• ' __ _j . ,_, __ j ' ..• I... ., ....... j ... I. / / ---.'/ 7-·G_l'.l;~~--~---~~-------- / I ! ' ' : I -----r··· . ~--- -j- j - ' . ' / _--------=::::::_=: 0 + --; ' ' '. 1··· -i --_j __ _ I ' .. "" -. .. ]· . -+ - ·-·-,. $CALE• HPR Z. . •••••• ,..1.. ---+-- ' ' ' -i - .,J.. I ' -·-r - .. ~·-·-.. -··-"·' .. ..., -I., I ' 11 =4P' {.VfRT. r I I I i-- ' I . \.,.;_,RIJp~Apj ·· + f EE; PLAN! ' .. . ·+ . .. , ..... ··"····· ---1---, ... I· ---1 ' ' ' -l I -l-- I ' + CAUTION I I ..... -·-i------- i --- -----+ i . " LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE ANO SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ·I STORM DRAIN DAT A NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD Nsr· 1,'2.t-"£ ,,,._-fl16 '":\ 18' RCP 12000-DJ . ENGINEER OF ~~ 1/1sl~ TIMOT~DEWJTT R.C.E. 46579 DATE VALLECITOS WATER DISTRICT /FOR GRADING ON/YJ BENCHMARK: "AS BUil T" DESCRIPTION:STANDARD STREET SURVEY MONUMENT ~ (o(,RJ(o& .!%$_2'! EXP. G{W07 DATE a ,,___{!)_ ~ LOCATION: 5rA2.88•89 EC ON CENTERLINE OF EL CAMINO REAL BY~ -1/tefo"} RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL REVIEWED BY: ~~_c;,, PRESTON H. LEWIS, P.E. DATE RS-1800,288•89 R.C.E. 45927, EXP.12/02 ELEVATION: 311.407 M.S.L 5/U,/()J HHA CIIANGEI? 2/ CURB l#l£T 1-13·04 KHA IcVISED GRADING e ADD£D RETAINING WA DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL iNsPcTOR DATE CITY 10F CARLSBAJD I SHE~TS I ENGINEERING DEPARTMENT 2 4 9RADING NID DRAINNE PLA/iS FOR, POINSETTIA LANE AT LA COSTA GREENS /NrERSECTION OF EL CNIINO REAL & POINSETTIA £ME APPROVED: 17 'r Ar 1 r<X-d. w_c'?t.< . l, CITY ENGINE<t'R R. OWN BY: CHKD BY: RVWD BY: EXP. J •;J .,, •• , DATE VWD 02-00/ • 021803 j I I I -----+ -i - L •. l I I , I - ---t -• J i.. 1-, .. --f - t I _,. ----•-" --I ' I , __ . -'---·--·-i ... ·7· --- ' i ' i - !__ '.4--SUBD!V!S!DN BOUNDARY -.. -.C. ' r ' ,. I .. ' I - -f- -i ' j - I . +- ... i r -i i ' ' .,,.,,.✓/_,/ SEE LETTER QF'PERMISSION TO GRADE [J_~JF6: ______ _ lt t _, - - - --+-- i-- i 1--- 200' WIDE EASEMENT TO S.D.G&E CO, REC 10/1/53 BOOK 5071 PG 317 _,_ i ---r--- , ' .t ___ I_ --;-- _J.. i Lo-r J JVJJ\P l 0230 --+ ' L ' ' --, -r--' .. i . ' ' ' ' -f ..J_ ... ..!. ' -! - I -,- l ---\-- ' ·--~ " .. , I I i ' ' ' ,_ r ' ' -•l --+ ........ I-• -I-• ' ----·-i-L .L ' ' ., .. --1. -I- ! -! --- ! I .. ·-l ' ··-+-· . ---··'-· VALLECITOS WATER DISTRICT /FOR GRADING ONLY! TON H. LEWIS, P.E. R.C.E. 45927 EXP. 12/02 ORY UTILITIES TO BE DESIGNED PER SEPERATE PLAN, CAUTION II LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE ANO SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ENGINEER OF BENCHMARK: DESCRIPTION:STANDARD STREET SURVEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-1800, 288•89 ELEV AT I ON: 311.407 MSL DEWITT R,C,E, 46579 DATE REVIEWED BY: II DATE ' -!- 1----t--+-------------l---+--l---1---II SH5EET I CITY OF (:ARLSIBA]DI I SHEETS I 1 ENGINEERtlG DEPARTMENT 2 4 GRADING IND DRNNNJE PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS lf(f'ERSECT'IOII OF El. CJM/NO REAL Ir POINSE:rTIA UNE VWD 02-00/ 1[11111""1•n Kimley-Horn PLAN: EL CAMINO REAL AR~v::~ ~~ ,..,../4 1-:2-1-,,,'J llllii.JIIII ~-~ and Associates, Inc. c1TY ENG1NetR R.~ EXP. oA TE Englne0,-1ng, Planning and Envlronmentol Consultants 40 20 0 40 80 l20 DWN BY, PROJECT NO. I DRAWING NO. 517 Fourth Avenue -Suite 301-Son Olego, Co.-92101 DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY,--;;:;:.:--1 CT99-03 J97-2H LTe_1_,_c6-l9~)~2-34_-_94-1!--F~a-x:_;,(6~19~1~2~34_-~s4~3~3-------------------------------_..::G:R~A~P~H:IC:_S~C:::A:L:E:..:_1'=:_:4:0~'---------------------------------------------=E:N:Gl:NE:ER=OF=WO:R:K::::================::::~o:TH:E:R:A:P:P:RO:V:A:L~C:IT:Y:A:P:P:R:OV:A:L~:R:V:WD~B~Y~:~~~~========~~~~~~:!.li ' \ 021803 ' ' I --- I I I + -- . ·-;. .. I 1 ' ' -I i t ' - 1<tl-r - -, __ ' ! . ' ' ' ' i ' ' -----/ ' -•;-- : ; CJ) 1$"' -2 • 0 I~ 1 j_ 1----i----i~ Qh-----4--+~~-t-,....,---:'"""'"'. ' ' ·-1-.-· _, __ -- ••• I t---"---'--'--•J..• __c_...L....;._..___-L__;_....L.--'---"----'- 9 1111"'1•• n Kimley-Horn 11!..J LJ and Associates, Inc. Englne4:wln9, Plannlnq ond Environmental Consultants 517 Fourth Avenue Suite 30! -San Diego, Ca. -9210! Tel: (619) 234-9411 Fax: (6l9) 234-9433 _,_ ' ... I ! . ---·-- ' i . ,.,;., ... 10 .L l. - ! ... I I I I ·+ -- _j, i - ' ' 40 ' ' -+ I -·I -- L I 1 " .... ' : : " . ' ' -+ -'1_ .:-_..j ____ ..:.:i_·:._· .,, .. ---; ' -- ____ -__ be)GINAL G otjNo: "'li -: -'\-i ' I ' i i \. 1 ··-t .... \-!-- too. ob' N L2.00% 0 T !-7. 00% TP 13+15, 00' _j_ .2f:i8,_-?8 ' -' -L ·-- :··· ,, ! .... 'i ,--- ' ' . .,.\: ... _.,l_,,,_~.,~ . '--. : \ ' ---{- ' ,r :,..:::, .... ~ " ,, '"t---,, .l. - -' - \ \ ' ....... ,. i ' ..;. -,---',J-·· ! /,. ' ! ' . T ,_ f· --'·--·-·--' ....... -•. 1 " . -··· .;. :,. __ J.._. f ' 12 20 0 IO GRAPHIC SCALE I'= 40' 13 250 ''-s, .:::::: -"'.----- l20 ' -I-i ' _! - 14 ' • •• I ' ·- ' ---.. f- 1----i -! --t ' - ' , ... ' ' ·t ... ·+ .. 15 ' i---' j_ - r·· . L. ' ' 1 ' -! L •• _', •• .,j. ' 1 --t .L. - L 1 i !- i-- - -;-- i i ' ' ' i-··· ' I L -.. J ----+ - I : <::! !u tt j-'i.-!!I' 1 1 1.::.t./.. - -)"', i \ ·--~ • l --\ ··i 1 --+ t SCA1,E, ' 1 VALLECITOS WATER DISTRICT (FOR GRADING ONLY! ' i ' ' T -.---'----• :-----+. --1---- ' _J __ --i l I - b (j - -1 -- ANO STREET IMPROVEMEN SEE DWG. #397-21. BENCHMARK: DESCRIPTION:STANDARD STREET SURVEY MONUMENT i ,_ ' ; ; 1-----J - f - I I . " -J --- I CAUTION I I - i - ' ' I _, .. . j __ - ' ... " - - i +-- ' ' i .J . . -j .. LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ENGINEER OF WORK R,C,E, 46579 DATE -J, •• L.. --l_ ~ LOCATION: STA.2f38-,89 EC ON CE/ffERUNE OF /) ----I. EL CAMINO REAL BY ~ (_/_ ( //e,/0!> RECORD FROM:SAN DIEGO COUNTY VEFrTICAL CONTROL ,...,1 R~STON H. LEWIS, P.E.-olfE RS-1800.288•89 REVIEWED BY: V', W ,~N~, r-R.C.E. 45927 EXP.12/02 ELEVATION: 311.4/JT MSL s12,;o.3 !(HA RE:VISEO sroRM ORA!N PROFILE l-/?,·04 Kl-lA R£V/SEO GRADING DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL r;.,,._fl4.C, ~.. 11l,los INSOCCTOR DA TE I SH6T I CITY oJF c:ARLSBAD I sHEETs I ENGINEERING DEPARTMENT 2 4 GRNJING IND DRAINIGE PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS ST"A 9'53 TO STA /5'00.00 APPROVED: t9 Y 4, t".c1' ,?._ ~~ &/t ___ J.-2,'l,.'3 CITY ENGINltR u= EXP. DATE VWD 02-00/ 080103 I \ I _J 0: ;::: i -- ' j -- i I + I ----t . I _j __ 0 0 + -.OLO Kimley-Hom and Associates, Inc. 50 Engineer·!ng. Planning end Envlronmentol Consultants 517 Fourth Avenue -Sutte 301-Son Dlego, Co. -92l0l Tel: (6191 234-941! Fax: (6191 234-9433 PLAN: POINSE 40 20 0 GRAPHIC SCALE I'= 40' \ c:::'.:> c:::'.:> ~ \ LANE IO a.o 1-- ...J C>ci --~~ ~---~ -~ C> 1-' ···c"" . ' ,... -........ c;/ . //f5 STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD N70'24'28'W 14. 42' 24' RCP (200/7-0) 2 !,=75"4/ '34' ~ I /0. 00' I 45. 32' >'4' RCPfriooo ·D) 3 t,-5 "27' 57 ' 1434.00' I 36. 80 •L i:-~4• RCP {).000 -0) 4 l 6= 6"27'54'' 1434.00' > 1."ih ,77 ', "4' RCP {2000-0J 5 A-;; I• f'iQ# 5"P 1434.00' 5n 01' "'4' RCP { /350-0J G N45"0'3'33'W ) ,r 7 3.00' 18' RCP ( 1350-0J 7 N45'03'33'W • '--.:;-" 5.00' •/8' RCP ( 1350 BJ ( '!! LI.• 5°/0155" 1-434,00 /3/,77' ~" RCP (2AAJ.__lJ. ) . . 1M VALLECITOS WATER DISTRICT BENCHMARK /FOR GRADING ONLY! : ---l-----' I I L -1--- .! _J... CAUTION 11 LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, Ai\ ✓ - 1 DESCRIPTION:STANDARD STREET SUFNEY MONUMENT a ~ LOCATION: STA2B8-89 EC ON CENTERUNE Of- /) EL CAMINO RE/!L BY ~ {_;/. {It..~~ RECORD FROM:SAN DIEGO COUNTY VERTIC/!L CONTROL REVIEWED BY: vw rt, PRESTONH. LEWIS, P.E.DATE ELEVATION: ~~-:/noo;_/fff'B9 R 7 P I ~!Z6/03 KHA Rl:VISE{) RCP D-LOADS, Al>tJ£D FIN/$/EI) GRADE ElEVlfTION:S 7·30·05 kJl/7 RelDCll.Tl=:0 ft-/ll:IT~ '5r8O 7?J 9-,,.(,7,44 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~-Ce • .L, 11!,lo INSPCTOR DA TE ~ (~ITY OF CAilL§BAD I SHEETS I L.1...J ENGINEERING DEPARTMENT 2 4 GRN1/IIG AND DRAJNIGE PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS Sf A. /5'00.00 TO 2MiOllO APPROVED: 0 Y' ... A <f CC ffi{" ~~ CITY ENGINE R.C. ~ EXP. DWN BY: PROJECT NO. CHKD BY: RVWD BY: CT99-03 /-2, l/-p3 DATE DRAWING NO. 397-2H VWD 02-00/ '-----: 021soi I 1080103 100803 ... i !-- -, I !- ' -- i '"/ r··- ,. J_ -i I • ---i . •• I •• --i-- .L ... j 22() ' - . --- -. - ,200- 180 21 o r:~r;oCJt : p -22+15,00 L 20:9-18 ' j !- .. ..,. . -(() "-"' .. --··t 't"" ct) I!) • ()J UJ "-<{ f-. V) .. l. •- i ·-· j ... j ) .... L -)- .. I- 1 -J __ ' ' - ~ z ~ -~--i -----i ::'.J: <I)' ·:···-···· "'\ ~~ J:i IJ.J; -----ui w ,1,.---+-.;.......i.-;t..-!--Q:::'.-R.:,.:l,:::.G,:.;.IN~A~~GROUND,...;:;.@+i'-:"-j----r-·-'--_+,--+--+-'c-_....-+--:---:-1?r:_ '4"_ "i<i_,! __ f.._ &-~~,--l~..,...;>+---J-i,-;,-_ ..;....-,-tt-i--+-,-.,.=:::,,...~~----..;._--W;~~~.;......--W ~;_ r 1 :@110.21 , L,,;, ->.,.;~..;........-, -~-1..--1~"- QT: v1: , , ' ----'.'.:". -~ ,-,. -. ..;.. ----.-'.-._ ·..:.. i. -i PROFILElPOf -SETIIALANE' ;_ - -;_ - 22 - 9,- h _, 23 -+- t-~ -2· <:," -C--.,--(Ir----;--=:. ~ (' . \, -. _,.., ..-,--' 0 . ~-;· -J ' -z_ -4. / I ---<,/13-\ iJ.J :.J a? ~i 1 '\.,.; SCALE• HORIZ. ,I' =40' ,, VERT._ ! "=:8'_ ! ---t 24 24 RETAINING WALL PER CARLSBAD STANDARD BULLET J;N FOR RETAINING WALL ~c,_. SLOPING_ BACKF ILL<i; • 25 1 0 4 _'."..,L ..... l_ 3 "[?Cp----~ , ( 35()~/) J --L" l _ c z 'j'-r5:t,_ ,--, __ , __ 0 109,4 V ·t'l, I 26 27 --t ' ' i i-22d -j_ I !-200 ' -_,, .i. .j ,. +--180 28 -f-- 1 !VO. (D 2 ffi (41 @ 6 7 @ 91 10 II @ a; ; · Cl.. ! '__, ·-···' -,.,,l __ ; ~~ c:, "' '~ .., i --:-- J ...... -j- @[!QJ(ii]iJ6 ;, #cf:i'. , '(/350-01 , '.@ 1. 10"t -L =t90; 37'' , - ,0100=;§3-, 6 !CF$ Yl(J0=;/4;1 FP$ ' ' SCALE• ~OR I Z, - ! ' ,1 ~ ... \'.. -··+ --L RAIN IA'LN• I ~ ;= 8~ ST0RU ORAl!V OAT A OELT A OR BRG. RAO/US LE!VGT!i ,1=6"01 '38' 1434.00' 150.85' ,1= 10"54'26' 1434. 00' 271. 97' ,1=5"/8'/6' 1434. 00' 131. 77' N75'00'09'E 48. 79' ,1=28"29'29' 43. 50' 2 I. 63' N20'35'32'W 52. 48' N65' 35' 3 I ' W 7. 45' N20' 30" 31 'W 31. 33' t.=30' 16'42" 90. 00' 46.24' N70'37'35"E 221.05' /Ja28"29"29' 43.50' 23.08' N/8'02'03'E 18. 3 I ' REUAl?KS 24' RCP I I 350-0! 24" RCP I I 350-0!• 36' RCP I I 350-0J !. 36" RCP (I 350-0) I,, 18' RCP I I 350-0) IN 18' RCP ii 350-0) • 36' RCP I 1350-0! • 36' RCP I I 350-DJ • 36' RCP I 1350-0) • 36' RCP I 1350-0) • 36' RCP (I 350-0) • 18' RCP I I 350-Di • • • • • • • • L _I ... !. i ---L ,_ ! :ae:~ ....... ·-·.---1 - Cl ' _--J ·-· 1..t..;- ' j CAUTION I I -1- ! , __ . +- .1.. LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TD CONSTRUCTION. i - ! ••WATER T!Ch'T JOINTS VALLECI /FOR GRADING ONLY! RESTON H. LEWIS, P.E. R.C.E. 45927, EXP. 12/02 /26/0 KHA DATE BENCHMARK: DESCRIPTION:STANDARO STREET SURVEY MONUMENT LOCATION: STA2B8•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VEFrTICAL CONTROL RS-/800,288•89 ELEVATION: 311.407 MSJ. ENGINEER OF TIMOTHY J. DEWITT R,C.E. 46579 DATE II AS BUil T" ~ Q-to/r.r/4s R.C.E. ~ ~XP. 6(!,e..(O"l DATE REVIEWED BY: ~l) C .. J ,, ,,/,los INSCTOR DATE REV/SEO STOR/1 01/AltV AtVO ~ CI'fY OF CARLSBAJD I SHEETS I L§_j ENGINEERING DEPARTMENT 2 4 GRNJING NID DRNNISE PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS STA. 2l'50IJO TO l!/<5()/)() VWD 02-001 ., .. 080103 I I _, 100803 i I t· ..... i ' ··i I ... ; 27 Kimley-Hom and Associates, Inc. Engfneerlng, Plcnnlng and Envl'ronmontal Consultants 517 Four-th Avenue -Suite 301 ·-San Diego, Co. -9210! Tel, (619) 234-9411 Fox, 1619) 234-9433 SfA 27+61 67 .., ' • ! • " .o _L()_,i ... i ? .,; .! -~ ·1.t, (\J- T· FS p5- 28 150 II . . ~ ----- ', ·-: '' :· ! -·--, -. -,,;!' ,.-:_:.:i-\< ' . : . ·--· ' ·- ___ ! : ; : ! ' ; . I . 'i5FiiftfNAr iJFii5(!fiiJ @ ' ' ' ' ' ,.,_,,j, - f' ! i ' 29 I -__ L __ -I ._ "'-r -L .... , .. 30 PLAN: POINSETTIA LANE 40 20 0 IO GRAPHIC SCALE 1•= 40' ,- <b -;, tri : i ' ,/ -... ..__-._-,.,el ..,_,.,,._,;J.N __ -,1-( / {' ,' -- l20 __ l _ ' ' - ' --_,_ --I - - -vo 600.,00 -J.N -17. OD%, OUT -'c/.()0% ' - -1 ! , , 1 1 i FliNI-SH GRADE,-@_ f o· 'C)-1- : ... :-:..~ .. ! - ' -,- .. ; -..L ,_ E!d!St!NG GROUND: ' ! !- --t- ..; ... . iL.t ' 0 $ClllE•, HORTZ. I =40') VER1. - ' ·--···:···--t···· I , ... .. j~ ' '.',:o·- --1 ·"·t-. CFS 4 fP-$ --.!. --i-- I -i-- 33 34 CAUTION I I LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TD CONSTRUCTION, LIMITS ON HABITAT CONSERVATION PLAN EXISTING 20' SMT.(V.W.DJ ER DEED REC 1/27/69 F /P#! 5564 O. R. (V.W.D! 12" PVC FORCE MA IN /CARLSBAD!TO REMAIN __ NOfE: DUE TO GRADING/FILL CONDITION ON THE PARKS/TE, THIS BROW DITCH WAS NOT CONSTRUCTED. VALLECITOS WATER /FOR GRADING ONLY! /;, PREST6ff.L1£s':).E. R.C.E. 45927 EXP.12/0 DISTRICT STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD N75°00'09"E 8,89' 36H RCP ( 1350-DJ .. 2 N14"59'51 "W 36. 91 ' , 8 II RCP (1350-DJ w N75°00 '09 "E 185.11' 36 .11 RCP 11350-D! 0 I!.= 13" 12' 28" 1366.00' 314,89' 36 11 RCP I 1350-D J 5 N61 • 25 '0 7 "E 47. 72' 18 // RCP 11350-0) 6 N28° 34 '53 "W 37. 20' 18" RCP I 1350-DJ 7 N28 • 34 '53 "W . 5. 25' 18 II RCP 11350-0) @ N28"34'53"W 72. 25' 18 II RCP I 1350-DJ @ l!.-o· 22 '34" 1366.00' 8. 96' 36 II RCP 11350-0) (10 N61 '25'07"E 28.30' 36 II RCP I 1350-0J .. 0 N6 I' 25' Ol'E 87. 7 8' 42 II RCP I 1350-D ! ., WATER TIGHT JOINTS -,,----~ ENGINEER TIMOTHY J. DEWITT R.c.E. 46579 DATE BENCHMARK: OESCR [ PT [ON: STANDARD STREET SURVEY MONUMENT LDCATfON: STA288•89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-I800. 288•89 ELEVATION: 3/1.407 MSL "AS BUil T1 R •• -• ~~(iolo;o(~::~ REVIEWED BY: V c....~ c, J. ,... ,, 1,/t>S, iNsPlcTOR DATE 126103 KHA N& SHEET 9. REVISED STORM DRAIN DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRNXNG MD DRAINNJE PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS STA.l!l+!iOIXJ TO 34'()()IX) CITY ENGi DWN BY: ___ _ PROJECT NO. CHKD BY: __ _ RVWD BY: CT99-03 :7/41'}0:, DATE VWD 02-00/ _J ·080103 ! -1· _, !- ~=~ Englneer·/ng. Planning 517 Fourth Avenue T eh (619) 234-9411 ... r . • 0 0 + -.::f' M 0 . z~ 1-w w I (/) w w (/) (/) w z -~ I u ~ Kimley-Hom and Associates, Inc. ,_ ond Enviromnentol Consu/t,::ints Suite 301 · San Diego, Ca. • 92101 Fox, (6191 234-9433 . -l. -: .. -: ' PI' 34+1'5. 00 ' 1J5.f18 . l-- I ... ,.+- .•.••• L I L ' .. . J. -+ - : : : ' ·-i }iiisi/cR~OE . . -----·7 - DRI~iNAL I -.· . , . ill® :i;5~ :' ;1':~[ '"J'.',·J:: 1~1~. jf , : 1 . ,A ! 0100=119.'4 CF$ --X -f-, -~-VI OQ=1 • j FPS' ,' , ---~-:_-~-+~ --111RbFtt€; POI SEWIA liANE: ' ' ' ' , , , I SCALE•· HOR 1:z. ' ) i :· I ' 40' , I • =:8' --¼-- LIO . II tf]i, /NG ' ' . • TOBE_ RELOCAJED IN POINSETTIA LANE PER p Jl'.G~ JN'lJ.nl.,,....lJ~9'.t.T.;;;-"'?H~---:--:-:ii.a[: -+-~==--\ --40 GRAPHIC SCALE I'= 40' ,- i ___ _ - i -- I ! - ~--11 -1-- I I X --- --FM - II 39+20. 14 B -··- 0 0 + 0 -.::f' ~ (/) w z -~ I u ~ ..- ,-- • 0 z 1-w w I (/) w w (/) : -- 39+42. 79 EC ---i . T --- I t ! ---------:- I j- - -t - -i- I STORA! DRAl!V DATA !VO. DELTA OR BRG. RAO/US LE!VGTfl CD K6/ •25'07'E 340.23' 2 K6/ ·25'07'E 70. 00' 3 K60'49'49'E /85. 24' £. }..., al -I -- L. 42' ·i · ---f I ! ••-+ -:-· 1 - J REM'ARKS RCP ( /350-0J 42' !rCP ( /350 OJ 42' !rCP ( /350-0 ' i + - -' ·•- ' -; ' - - I • ' J. 4-- ! ' ---·--+ -i ·t i -j - ENGINEER OF WORK TIMOTHY J. DEWITT R.C.E. 46579 DATE VALLECITOS WATER DISTRICT (FOR GRADING ONLY! BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LDC AT I ON: STA2.88•89 EC ON CENTERUNE OF EL CAMINO REAL 7• j -r,J RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL REVIEWED BY: V DATE RS-1800,2.88•89 R.C.E. 45927 EXP.12/02 ELEVATION: J//.40T MS.L INSP CTOR DATE CITY ENGINE PROJECT NO. CT99-03 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: DRAWING NO. 397-2H VWD 02-00/ 1 ''"., -. •,·· ,·-1 :,.oso103 J 123103 I ' I , !- ····•I·• L L i I L.. -,--.!.--t-..;....+...+Ale-,----l,-i-.......... -+-;-=-r---+---'--+-1-4--+-+--+-f-t-,-+-,-+-t----+----.-ir+- I r r ! ... ., .. ' 8 42 'LRCP i ' --r-- •.. -1. r 1 350;..o J . , -a,-z.·otrx-,c~I---. i ' ... ,, ... ! . '' '' '' -HGL ·-·-+ I)' ,.4. f---__ /+.:=::::201~_3,1_' L __ ..... : .. ~r~.r. =-7----.. <=--i--~:~.,,,+--+---l--...:. __ _,__, -'-~-L.;.__i_+-➔o41.i4oe-=-1~1 .. :1'6 .• c.,4FJ! c,,,P;;.-,s,....1.i __,'-1r-f-;---'-~-+ ..... ....c.-... -l.---'~l\:l'-'-"'hH':;4~8713,U;;t;!,;,P_;-_'-_ ---· - ---'i=."1'·-~-+--E~X-1;2 "DIP> F,M.' /li'WDiJ i 1:/;50':{}i' i : ·-i STING 12" FORC (CARLSBAD J T 40 -Fl,<! -- ' -, -, -, -,-,~ -,I-;.-·-----1 ~2.75',L_, ' (;ROUND lli £1 b18'o°='i:z1J.~: cfs ' VI 00= R-B.I FPs; 41 R/W CURB 8 - ,,' , • , 41 -·r ' ,, .L---------+ -_,_ ----s -~ -~.\ _ _; __ s -x----s-~-- -----$ ----~ --;::.--.,,--·.,__;:._ - -_r~_ -, ._,£-_-=--=-fl,1 ~ HOR I Z. I' •40.'. VE:RT. I;'=~' 4 I 10 " fOQ Kimley-Hom and Associates, Inc. PROFILE: POINSETTIA LANE Enginee1-in9, Planning end Env!r·onmental Consultants 40 20 0 80 l20 517 Fourth Avenue Suite ;101 · Son Diego, Co. -92101 Tel: 1619) 234-9•1h Fax. 1619) 234-9433 GRAPHIC SCALE I'= 40' . 1""• ---,. ... ' -i- 45 u - : !, --! --- ,,: / ,, -n '-ic ENV I RONMEN;~z FENCE EB --i I i 46 r ' I , ' , i ' -!- - I fq\ - - I J~ T ~ N6l(•11' 12o•w . - l. .. -- - -, __ _ ' , :PROFILE: . TORM bRAtN STA. 4'2+0S -T . ~ -- I I ,S.751 1-f B" RCP {r3so-o)"* -- ____ L I .. _ X!STlNG ROUND : - -! i '" .. t ' J . i I , ' . .l .... .:.... STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH I N23°36 ✓33 ✓✓W la\ TJ. OJ' 2 hJ?'7.::, &;QI,..,.. llw A_,. " -.'. ' A 8n ✓ 3 I t.,, 6 ~• 111' 2.7 '' ~ //5.00 r w1.oo? 4 Ni4°41' J'-INW 38. 7R 5 } L'.=2'!'2.?,' ?,!)" \. '90.QO'V • ~0.lb' @~ ~ ✓ -✓✓-~ -~ __. • <!j 3. I~ 8 H60'49'49'E ,t. 207. JJ' 7 NiJ,4° ! !' 13'1 W I' 78, 88' ',ki,WllrGC n,wr J0fNT5 . . - ·t· q, ~ :k-- -c. ~/!f99,42 -... , __ ,... ____ _ CAUTION! I ' I .,,. . --j I OtJT 99-39 ----------- -i- LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ' REMARKS 18" RCP (1350 D!fl 18" RCP 11350 D/;/1/j 48N RCP ( 1350-0 };ff 84 N RCP ( 1350-D I(' ¼ 84" RCP /1350-D1 84" RCP ( 1350-[) 42" HCP I 1350-D . 8'x!J'BOX G't/L//CR.T J COCONUT MAT FABRIC PER MANUFACTURER'S RECOMMENDATIONS ELEVATION PER PLAN GRAVEL BAGS PLACED 2' HIGH EVEl!Y 50' COCONUT MAT INSTALLED PER MANUFACTURERS Rl:COMM£NOATIONS ENGINEER OF WORK FILTER FABRIC ANCHORAGE VALLECITOS WATER DISTRICT !FOR GRADING ONLY! DATE BENCHMARK: DESCRIPTION: STANDARD STREET SURilEY MONUMENT LOCATION: STA288•89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUN7Y VERTICAL CONTROL RS-1800, 288•89 ELEV AT I ON: 311.407 M.S.L TIMOTHY J. DEWITT R.C.E. 46579 DATE REVIEWED BY: . .,.. .... ' ··+· sroe/1/D II\ TO /llJD ~ c:1T1r coF c~ARLSJBAD I sHEETs I L_jLJ ENGINEERING DEPARTMENT 2 4 UIG£T REVISE, WATEI'. Tl~HT JOINTS GRAaNG MD DRAINIGE Pl.INS FOR, POINSETTIA LANE AT LA COSTA GREENS STA. ,((X)()J)() TO 4&00m IAPPROVED~;f-,/ ------------------t--t,---,l---+-----1 ,4,,:,4 " t,?-_:,..eBi', ¥ty"'3 1----+---f-------------------+----+---+---+----1 'clTY ENGINR R.ciif.hlT I EXP. wb•l•'-DATE DWN BY: ---PROJECT NO. I DRAWING NO. ~~~% it--CT99-03 , 397-2H DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL VWD 02-00/ '100803 1 123103 , l ! . ,.l_. ' . -·· __ I--·· -+. ! ! --- -r I f I .... -+-- 1 ··-r -r·· ! __ , __ _ i i --I -!·- •.•. -! --r·· 114~ --l ! ·!·--1- ! , ----· i ---T""- '. ' Kimley-Hom i - ! ., . 46 and Associates, Inc. ;:::,--,.;;!neer-lng, Planning and Envlr-onmentol Consultants 517 fourth ;;~,::n11e -Sutte 301-· San D1ego9 Ca.~· 92!0l Tel: (6191234-9411 ,ax. 1~19l 234-9433 L. + --j ' ' ' ' • ---->· ---+ .. --- __ L ! . ' I I :Frffl H''GRADE: @ :f ' ! , ! l . ~ -· --., f···· ' 47 EXISTING SEWER ESMT. \ EXISTING 12' FORCE MAIN !CARLSBAD! TO REMAIN IIO 105 I. I ! ! . 1 ! _ L i !-- ' ' ,, ___ ,_ ' ! ' . ' + ... ; ·i j .. ! ! . I ! ! I .... --r ----··· ! . '"""t"··-··· . --! . --- ! i 'p j-___ i_ __ :-- 25/J.OO' N -1)00¾ UT 1.98% 49+15.00' Hr0-48 ·· ' i- ! ~Rb ILE:tPOINSETT i ' ' ' ' c4LE1, ·HOR+Zi I (=40' ( ~ER . f . .,, ., .. ! - · I - LANE ,- 48 49 50 N REMOVAL SEWER LINE FILL PER SOILS REPORT RECOMENDATION <SEE RELOCATION PLAN BY OTHERS FOR ACTIVE LINE/ TO (ND 40 20 0 40 EX !ST ING 20' 'PER DOC. NO. REC 3-20-98 IM Pl/r1T, 5€ ei::uovc /JNOBC/IPfN NST,4ll CHAIN l! i5'NC€ PER STU, -6 8/3/1 I ND liX IS T, 111<.f} D-/Zf7'41' \ R•/500.orY L•32/.88' SEWER ESMT. r VWD I 1998-0151~14 ENVIRONMENTAL FENCE@ IO l20 GRAPHIC SCALE I'= 40' ., I ' ' ., . ·' I ! r -- -. -j· . i ' .J ' J --• 'i --. r --1··" 52 cfi/!J l<El10Vl1l, ()F cXf.ST, FENCE. TO THE SOt/TH, Tl€ P/!!OPOSGO eJIII-!/./ L!N/l FEl'tt INTO c'(/,5T, ff/,/(!e TV TlfE NOlllrtf /IVSTAtl l!.O' l)Oll8lf$ SW/N(J 0AT£ Pel!. sro. OW<J. M-5" e"' '"' "-c::, I lit c::, gj~ I C"') ..... l .. -- ' . 100 ' RIPRAP ,· ., (SEE PLANI/ · --.I ' ' ! I ~ I J ~\ ·::::s.·-:·-- ~' --~+-- (..> : --ct;·· r· - ! ! .. l ' ----: - ¼ ti 9., .. ;, t ~ ti ~· .. ~ .... ,-. l .. ·1----.. ___ i (jj/! R~ft (ii. ,~ffg niiZ\'7' , @ /, ~ % t~ ., ; t .;, ' tl.l lle.!L!.L "' 0,~= ~1,3 CF. /1,i,o= /2.~ EP..S. ,~ _ ... , ... -,.! . "I'' ! -'.--- i ---,-- ! ---1,-,. ! -+ ' I ' ____ ,,_,._, -. ·+· ! ~,~ -- 10d --j---- STORM DRAIN DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD NB. 56' I 6 "W 32. 51 ' ~ ?If" RCP /1350-0) 2 NB. 56' I 6 "W ,.\ 80. 50' 24" RCP (1350-0 3 NB' 56' /4"W I 6. 54' 30" RCP ! 1350 DI 4 N J/· 17' 21,,.f -. 08,ZO J 36" RCP < 1350-0) 5 N65"03' 14"£ ~ j 7 4. 52' 18" RCP ! 1350 0) 6 A= 2'c' 04' 50" /00, 00' . 38.53' 36" RCP C/350-D) 11 N/P.0 51' 5"W 56,40' 3/'.," l&P (1850-D) ~* W1T6/.:. TT(!, .fOINT.S) . Ii< ,w,w" "1KW I Pkr) , zq ;_, ~ ... S/4WE(t MAIN k - SC/liLE/ CAUTION I I LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE ANO SHALL BE VERIFIED BY CONTRACTOR PRIOR TD CONSTRUCTION. ENGINEER OF WORK ' OJ -'-V'-"AL=L=E=Cl...:....T O=S"---'-'W..:...:.A..:...:TE=R'-=Dl=S T ...... R=IC~T BENCHMARK •• /FOR GRADING ONLY/ DESCRIPTION:STANDARD STREET SURVEY MONUMENT & ~ LOCA,IQN: STA2f/8•89 EC ON CENTERUNE OF EL CAMINO REAL BY: .44 · I It.. d,,~ RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL (-ti PRESToft"H.Lfw1s, P .E.1.trf RS·/800,288•89 REVIEWED BY: RC E 5927 E P ELEVATION: 311.407 M.SL ••• 4 , X • 12/02 ~21,,/03 HHA fiE.VISEI) 8RiJW DITCJI STVflM DRAIN PROFILE 7--03 K.11.4 RfiltS£0a£f/ ~Ni:, flR(J(/1/t? Pt/N/J5T,l!T!rJI/ "I DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ c:ITY ,oJF ,CARLSBAD I sHEETs I l_Kj ENGINEERING DEPARTMENT 2 4 GRNJING IND DRNNIGE PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS STA. 4&(X).(J() TO 52-00.00 APPROVED: iJ r' ,/4, & --,~ ~ CITY ENGIN R. ~ . t -.:2 Of-(01 DATE - DWN BY: PROJECT NO. on AWING NO. CHKD BY: RVWD BY: CT99-03 397-2}-I VWD 02-00/ • : <. > 021803 \oso,o3 . 1 7 '100803 I ·+ .. I L.. - -·; --1 I ·-r - i i .. ···r i ---1- ·+ ._,J_ i , I --T--- I I i ' ---i ..... ...[ ... T . -----, -- , , ' ' -f-----:--------.l-~-1-- !--···-!-- L L ..•. ··t--- i , T i , L_ ioo.oo' N-:,. 98:t··T· _, __ -ur 1. 1 P 54+/5.00 -120; 3'8 · i-- , ... i ---,---- , --.. ----1· , :·. -~ ----i .. ,._ ... L ..... _j. __ ; __ ;_ __ ~-=l= .. ""··""")._.,..,_. -~-•~L~ .. :-7. .. C .::~:-:-.. ~ -r I . ' : : ' ! 1 , -:t._::r---+-:- ' ' I --l- I ··t CfR1(;11Al C"FfOUND:@ 'i. 1-~-• i -I I ---- ,_ I ' I • ·+ ··-t ____ j ···r i PROF'L]::1 POl ' I , •··l···-,. - i , -----' --' -HOR1:z. L" =40' ,I VERTi, I i ! , -L i I --i ' ..•. 1·. ·i· I i ' LANE: L" =:8' , . r···· .. I 52 53 54 55 N ,-- Kimley-Hom 0 0 + N I.() and Associates, Inc. I / <:=i Engineering, Planning and Environmental Consultants 517 Fourth Avenue -Suite 301-San 01ego, Co. -92101 Tel, 1619) 234-9411 Fax, (619) 234-94il3 <:=i <:=i 01-• <( Ot--V> + If)(.) If) ([J <:=:i i f-. ...J PLAN: POINSETTIA LANE 40 20 0 ID GRAPHIC SCALE I'= 40' 120 -1-.. I FifJISH RA~E-,P'f_ i ---!-----1" -! . i - I , ..... \: -- 1 ' : ' -1-----,--, I - -, ,$11,121 ~ : --:-··. i i I ---f-· --r- ' , -' -r - -·--1 • 57 I --FM ----- ( + , +---, ' ,_ 58 \ --!-+- 0 0 +-..::r- CX) ,-- 1.0 • ·o ~z CJ') t- w WW ZI :::::; CJ') J: w UW I-CJ') ~ ' i ___ ! ·-----1 ' .• ..! ' ---·-r· .. i I j i ; "" J ··-r -.l .. ... i. ... -i-.. ,. I • _J ----f-··-.L ' I I ---1-- i /_ ---l---! i I !--' -··· i ... fiGL 100: , , . : . --;----i -~ --f -' ' PROFILE: sr RM :DRAIN : : S1TA. ss+.ao, ·-.-· ·-, , i---- ' •-I--•-········ STORM DRNN DAT A NO. DELTA OR BRG. RADIUS LENGTH (1) N23" 38 '34 "W 62.63' 2 N23" 38 '27 "W 98. 19' 3 N66" 21 '33 "E 217.66' ,. WATER TIGHT JOINlS L : -···· r-. t-·· ·+· -! .. , -+-· i - --t·-·' . t-- ' i ' i -1--, REMARKS 42" RCP ! 1350-D 42""" RCP 11350-D I 18" RCP ! 1350-D i •• VALLECITOS WATER DISTRICT !FOR GRADING ONLY! BENCHMARK: DESCRIPTION:STANDARD STREIT SUFrvEY MONUMENT LOCATION: STA2B8•89 EC ON CE/ffERUNE OF EL CIWINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL RS-1800. 288•89 ELEV AT I ON: 311.4Cf1 M.SJ. i-e••i i -y---- ' 1---i --·-L -- CAUTION II i I i .,-;-..... J ., ... ,. _j __ ' -_J LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL 8E VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, ENGINEER OF WORK ---i R,C.E. 46579 DATE REVIEWED BY: INSP CTOR DATE ' -' . J. ' fsiKfi7 CITY ,oJF CARLSBAD I sHEETs I i----+-----t--------------+---+----l--+---1 L11_j ENGINEERING DEPARTMENT 24 1---t--+---------------t---+--+----lf---l DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 9RADING IND DRNNN!IE PUNS FOR, POINSETTIA LANE APPROVED: d Y AT LA COSTA GREENS srA. 52<00iJO TO 5l1'CXlDD &w~4vV~ CITY ENGINE~ R. ~ EXP. I -;J.--1-riJ DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CT99-03 397-2H VWD 02-00/ ,:' \_ 02T803 j __ -- 1 ' r ··t· . j. ... .j. ' ' I ! ' i -I - 58 I··. -.) . I Kimley-Horn and Associates, Inc. Engtneerinq, Plannlng and Environmental Consultants 517 Fourth Avenue Suite 301 -Son Diego, Ca. -92101 Tel, 1619) 234-9411 Fax, 1619) 234-9433 ' ·I·· --' h. ..J C, C, \..; . .,, ... . • <:, (\J '-' 1?-.. <o I "' "' . ...., clt . ' 59 0 i '. ' i -, L ' .•... !. ..• ,... • , ..•....•..• . ._, o:,u ... ' 120 + i . ----i . \ .,,, 'l' • C, ';-, V) .,., "-,(t '-' ~~~ ' i ---r I ---·+ 60 L \ ' o-,·+ C, (\J ; ·1·~;;::•·· (\J ! :·-·-t..0 -.-T-- ! 61 I ' •. ' ,. ., fl/VISH ifRA £'@ ~ . i 62 <=i I ·,,.,_ ·---., .. " -i. - ------' ,-- -, ' ' I -' i --! -- I ' ••. l' .• ··-1 ..... ' ' ·t ·+ ' 63 64 ..,,....,,..,. ~ 120 ' ----FM---~,--'M -----t-FM----- I I 0 0 +LO -.::I" .-'° • ·o ~ (./) z w z -....I :c u i 1--w w :r: ti) w w ti) £NV I RQNMENTAL FENCE I . \ \ PLAN: POINSETTIA LANE 40 zo 0 IO IZO GRAPHIC SCALE I'= 40' • - -·-r -i-- 1 I .. I· ' I ----f - NO . CD 2 3 ! ' -1-. I r ' ' ' ' , ....... , ......... , ..... ' . STORM DRAIN DAT A DELTA OR BRG. RADIUS LENGTH N66• 21 '33 "E 79. 71' N23°38'27"W 5,25' N23• 38 '29 'W 73. 25' - 1 , ...... ' ' ' SEE DWG, #397-21, REMARKS 18" RCP 11350-0) 18 II RCP I 1350-DJ 18 II RCP 11350-0) VALLECITOS WATER DISTRICT (FOR GR/JJJING ONLY! BENCHMARK: DESCRIPTION: STANDARD STREET SUF?v'EY MONUMENT LOCATION: STA288-89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL ' ' .... , I CAUTION II I _j ---~ ---! -r ' - --1 - --' ... T ' ·I LOCATION DF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, -!_ TIMO DEWITT R.C.E. 46579 DATE ··I· ~::::=;=:':::::::~~=::~=========~E:.'.:L:.'.:E.:_V_:A.:_T~I o:'.'.N~•:_::_3:"·407;:-M:s:::.L; __ 7 __ 77~~~J:~~~s~P~c~rgoR~· =~~:==JD~A~T!E~J==:;-;::~;;;;d fsi1Efi7 (:ITY OlF CARLSBA]l)) I SHEET.J t----t----1---------------i----i----1---r---i L!1_j ENGIIEERING DEPARTMENT 2 4 l----+---+-------------------+----+---t---+----1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRN:ING NID DRAINIGE PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS J ~;,. .,,:r>, DATE I DRAWING NO. 397-2H VWD 02-00/ 021803 " ... ' , .. -----!--- ' ' .. ., l ! i ••••• 1 i • ··1-- ' ··+ ' I ! ' ' --1- .. ,.!.. L. ,-. I ---!-1--- 1 i ' ' --.. T' ... + ' ' ' ' <ti· --i -- ' .. -·i -- ----1 ~ c:,_, . ",--.. -; - I 64 0 0 ""'+ ,-""' . '° o· z;5 tJ) r-w w w J:Z tJ) _,J J: u w w tJ) ~ I -j--- ! ' I Kimley-Horn and Associates, Inc. Engfneerlng, Plonnlng and Environmental Consultonts 517 Fourth Avenue -Suite 301-San Diego, Co. -92!01 Tel, (6191 234-9411 Fox: <6191 234 .. 9433 •.• --i i. -• ' --- ,. ---( -- 65 ... l. - I ' ! . ' ' --j- i fITiisH aRAPE'1@ l .. ' !--'.- T ' ' -i --··+ ' I _____ J ' '. ' -+ -i i . I·· -,----- ~',-+--c-+--+-t- .. .; · j· .. i ,;.; !· ~I ~: : l i,,. (,0 i(() - . ·'-t:O" .. -.. -"' "' S= 1 01%· I DPIGIN'AL GRDUND ~ - -;-....... . ' , . ' I t .,_ I !"-" --. ' '. +· l - .i.... -L - ••• + I ,INSETTIA! LANE -i -.. ' 66 67 <==i CURB ··--.; -. • c, I() (j ·JV> +·to ,..._ I .. , "'"' • l,J I, I I I 'd I ) I I •--·- !... - ' ' ., ----i -l. ! t ' I __ , I_ ►.i ~: <C(i , .. I L ' ---6 C)"" I() • + <o 0, Z' ·;.a."·~ ----+-. .::-t -,-- ' I 68 \ PLAN: POINSETTIA LANE 20 0 IO l20 GRAPHIC SCALE I'= 40' ' ' _ _l.. I .1 ' - -,_ - --, ' i-1-, j .. --!----- "fl-! : i --it, ! t't -I --0 j 0.J ' ___ , ' ----,-- " -~ .......... o, ,(l.,J ~ C\iJ a r;.... ~ ' - I ", -t-!:C,. ' . ... l -+- i "T" ·+--- -L t· --1- ' .., L ··-i ! i -··' .. L I . +---! ___ -( __ ' ' i• lr; f-.1 (~J Lf") i , ··t ~·~ -~. ·--;--~·(·~ ¢~ '"" . ·i:.a· tj· ! ' _j__.-4 b,,.-;,=-i·· L -' , .. , .. ; ... , ? ' ., .... , .. i . -+ -· ··--,--- o-i iV'"j i-0 ·--i-'-!J ,.-..._ ' 7. - ; ; !.~'.•.· ' ' ... ,. ..,._ ' ' 69 ' ___ --:- r ' .. , I··-_, iv . ; ' -----T'- -r· .... ,_ ----1··· 70 -,- ' . l __ ' ! ··+· ' I. ' I ' ' ' ., . FOR IMPROVEMENTS IN THIS AREA SEE DRAWING NO. 397-2J _j NO. (I) VALLECITOS WATER /FOR GRADING ONLY! PR TON H. LEWIS, P .E. R.C.E. 45927 EXP. 12/02 ' ' . ' C, ~ . . ~B (, RicPi i L ' ,PROFILE.,.,.' ' !STA~ SC.A;lE -+ ·- -----' -- ; -·--i .... .. l -'DRAIN STORM DRAIN DAT A DELTA OR BRG. RADIUS LENGTH REMMKS N18'38'27"W DISTRICT 157. 20' 48 " RCP ( 1 350-D ! BENCHMARK: DESCRIPTION: STANDARD STREET SUIWEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO CO/JlfTY VERTICAL CONTROL RS-1800,288•89 ELEVATION: 311.407 MS.L :g I "" T i- J. -- ·+ .. ., . ·lJO " .... "'" ----l j_ ' CAUTION! I LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ENGINEER OF WORK DATE "AS BUil T11 7)~ 1o/~t!e£ R. • • s~, ExP. c./-sc..lt:., DATE REVIEWED BY: ' • DATE ~ (;ITY OF (;ARLSIBAJD I SHEETS I t----+--+----------------+----+--+-----+------1 ~ ENGINEERING DEPARTMENT 2 4 t----t---t----------------+----t--+---+----1 DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL GRADING NiD DRNNNE PUNS FOR, DWN BY: CHKD BY: RVWD BY: POINSETTIA LANE AT LA COSTA GREENS PROJECT NO. CT99-03 ,--2<1-p'J DATE DRAWING NO. 397-2H VWD 02-00/ 021803 17 EX 1ST ING 26' ELECTRIC ESMT. ---I "~ I 0 .~ I ' ' ' I I I 0 I ' ~I ' 0 I I ' ' I i ii ( \ ' ' SILT FENCE TYP. J R REQUIREMENTS ROLLED STRAW--~ DIKE - \ 1 POINSETTIA LANE SE ELOW ~ I ~! I i I • u " I I I I I I I ~ I I I I I I ,, ~,, ___ .. - l FOR BORROW SITE EROSION CONTROL, SEE SHEET 19 IO SILT FENCE A 3 NaTE: FOR EROSION CONTROL NaTES AND DET NLS SEE SHEETS 3 ----------- t::::S 1 z--... BENCHMARK: DESCRIPTIDN:STANDARD STREET SUFNEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-I800, 288•89 ELEVATION: 311.407 MS.L ----------- ENGINEER OF WORK ~gj).eA'JD 1ks:/o, TlMO~ DEWITT R,C,E. 46579 DATE REVIEWED BY: t---t--t------------+--+--+------1-------l ~ CITY OF CA, .. RJL§BAD I SHEETS I 1 ill__J ENGINEERING DEPARTMENT 2 4 EROSION CONTROL PI..NIS FORr POINSETTIA LANE AT LA COSTA GREENS EL CNIINO REAL TO STA l9«JIX) APPROVED: c1'1_ 4 GMX:# W"'~ ,,,: .. ,,, -1-;,l{...,.3 CITY ENGWE R.C~ EXP. DA TE .......i•l1'W Kimley-Hom lhJ-'-~ and Associates, Inc. En~Jlneerlng, P,anning ond Envtronmentol Consultants 517 Fourth Av,nue -Suite 501-San DleQo. Co.-· 92101 DATE INITIAL DATE INITIAL DATE INITIAL g~~ BJy,~~....--PROJECT NO. DRAWING NO. Tel, 16191 234-1.411 Fax, 16191234-9433 GRAPHIC SCALE I'= 40' ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ~ CT99-Q3 397-2 H ·· .__---~---~-----.....;....;.;;,~::...,;...__;,,---------------==========================:::::::::::::::::::::::::~~==~======~~~§ t, " 20 D ' 021803 ' -- EXISTING 10' SEWER ESMT. ,/ VWO J /NO RECORDJ -- 210 c:;;g, SEWER ESMT. ICMWDJ PER DOC# ,:. c:'.7 " ,, ' I I " . < I 11 I I I " I I l I " ,, "-, ' \ I \ I \ \ \ ____ rM --0 -==== 23 ,so ---- ----------------------- 12" PVC FORCE MAIN ---- ICARLSBADJTO REMAIN --- ___ [20' ES:T~ 110 ·+-····--· ,..._ I ...... .._......, I ------------J --\ ...... --............ ' ,,. --,,. --\ ,,. ~ --\ / ,-,,... -- -~ --,..> ,-,,... ----,,.t-----,_> --..... _ ,,-200 C::-:::,. .................. ,✓ --,,. --/ ...... ...... ,,,,, .,,, --,,. - -- ==2:---::: === ~ ROLLED STRAW DIKE -- /70 I 0 SILT FENCE AIL OR EXISTING 20' SEWER ES • -_ I REQUIREMENTS /VWDJ PER DOC. NO. 1998-01514T _________ _ REC 3-20-98 EXISTING 24H FORCE MAIN d7 SILT FENCE r:x:J,.V. W. 2/4: --FM -- ----FM---- -------+----- ..._ ---------------------------_ -------___________ 4___.:~---I Jllll"'l-n Kimley-Hom ....i-r_] and Associates, Inc. Engineer·Jn{h f'1anriing and Environmental Consultants 517 Fourth A,-enue --Suite 301-Son Diego. Co. -92I01 Tel: (6!91 234-9411 Fox. (6191234-9433 ---~,------------------------------- 40 20 0 40 IO 120 GRAPHIC SCALE I'= 40' NOTE: SILT FENCE EB ROLLED STRAW DIKE FOR EROSION CONTROL NOTES AND DETAILS SEE SHEETS 3 ALLECITOS WATER !FOR GRADING ONLY} IS, P .E. P. 12/0 BENCHMARK: DESCRIPTION:STANDARD STREET SURVEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-1800, 288•89 ELEV AT I ON: 3/l.4CJ1 MSJ.. DATE 11 AS BUil T11 6~ ,.(.,(,~ . _,__2 EXP. c./M/o.7 DATE REVIEWED BY, V ~ (~ITY 1QF (_;ARL§lBAD I SHEETS I t----+----+--------------+---+----1--+---I LlLJ ENGINEERING DEPARTMENT 2 4 1---~1----t------------------+---1----4----1-----1 EROSION CONTROL PL/INS FOR, POINSETTIA LANE AT LA COSTA GREENS SfA. /9'00 TO SfA 4l<OO APPROV~ ~ L? Id/-. - CITY ENiir-iE R~ EXP • 1---=--+---=---+--------------+---+-----1--+---I DWN BY, --s~~I DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT99-03 DRAWING NO. 397-2H VWD 02-00/ 021803 t 2 o, PEDESTRIAN ACCESS EASEMENT 0 0 + \ I /0 1/5 - I I 0 105 EXISTING 1D' SEWER ESMT./VWD! ING RECORD! 20, PEOES TR I AN ACCESS EASEMENT ---------- \ \ \ \ \ \ \ 0 0 I-+ IN F --------------- C>~ ii2 ~ W(/) >· 0~ mz <(-...J F \ \ \ \ \ \ \ \ \ \ I \ .... 0 WI WU (/) I- L _________ _ ---------- ~ j I I I I -------- LEX[STING 20' SEWER ESMT, /VWD! PER DOC. NO. 1998-0151414 REC. 3-20-98 ----------- \ I \ \ \ \ -------------- ----·---· 110 I \ . \ I I \\ SILT FENCE --------------- \~EXISTING 24" FORCE MAIN rv.w.D.J SI LT FENCE -------------- ------------------- ------------------------/:111 ------------- I,/ I --------1 ----------., ·-·---J!J' •-:--.::- \ --------·::·': ------. -t . \ EXISTING 20' SEWER ESMT, ----1- 7°VWD) PER DOC. NO. 1998-0151414 REC. 3-20-98 ----------------------- EXISTING 16" TECHITE SEWER IV. W. D ! REMOVE/ ABANDON I I I 11 11 11 ---------------------- w w (/) -----------------------------------1----------------------------------- AGS /TYP. ! IL R ENTS SILT FENCE NCJTE: 5 ROLLED STRAW DIKE FOR EROSION CONTROL NOTES AND DETAILS SEE SHEETS 3 6 -----FM _____ Fl~ -- LECITOS WATER TON H. LEWIS, P.E. R 4 7 XP. I / BENCHMARK: DESCRJPTJON:STANDARD STREET SUFWEY MONUMENT LOCATION: STA2B8-89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO CWNTY VERTICAL CONTROL RS-/800,288•89 ELEVAT[ON: 31/.4(]1 MSL ENGINEER OF WORK DATE REVIEWED BY: C..... A C: I r 11/,/,n iNSPlcTOR DATE ~ CIT1{ COF (~ARLSB,4'.D I SHEETS I i-------t--+---------------+---+--+---+---l Lill_J ENGINEERING DEPARTMENT 2 4 t-----t--;----------------t---+--+-----1---1 t-----t---t----------------+---+--+-----1,-----1 EROSION CONTWJI.. PUNS FOR, POINSETTIA LANE t-----+--+----------------+----+--+---,1-----l APPROVED: ,!Y AT LA COSTA GREENS ST'A. 4HJOIXJ TO D<XJlXJ t-----t---t----------------+---+--+-----11----1 &6.....,,,... d LIV.-.i:e#-h.-t 1 -~ 'f-1>., ll""'"l•1n Kimley-Hom i-----,-----1--------------+---t----l--+----I CITY ENGINE~ Y.c/ EXP. DATE ....i-"---~ and Associates, Inc. 40 20 0 40 80 1---c--+---i----------------+---+--+-----11----1 owN BY, PROJECT No. DRAWING No. Engineering, f'lannlng ond EnvironmentolConsulionts DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY, CT99-QJ 397-2H .. 5:7 Fourth A-.enue -Suite 301-Son Diego, Co. -92101 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, B 1 a:, 16191234-~411 Fax: 1619) 234··9433 GRAPHIC ~C.~LE I'= 40' .__ ______ __, ~ 1.2.=..~~_::~~~--------------~~~:::.:...!~-----_;_ _______________ ..:::::==:=::=========================================:vw~D:===:=02~-0====0~1::..1 021803 111""'7-lnl Kimley-Hom r...J-~·_J and Associates, Inc. EngTneerl:-ig, Plonnlng ond Environmento! Consultants 517 Fourth Avenue -sur-te 301-San Diego, Ca. -92101 Tel, (619) 234·'.l4H Fox: (6191234-9433 /\ I \ 71 ~ I ,y I I 40 ----------------------------------------------------------------------------------------~------------------------------------... r.RAVEL BAGS !TYP. J /8\ l SEE.0 DETAIL run \2) RE UIREMENTS --__.,.._, ., (f ) zo 0 40 80 GRAPHIC SCALE I'= 40' SI LT FENCE fA\. w ./30 -------------- \ 67. ( 120 II I I I I I I I I I II .I • I, I II I I I I r1/ ti -"'ti ,8. <::=:i <==i <::=:i ·~ I"-/~ ,' ;f .::5 ~ rY I~ ; ' ~ ' ~ ~ ~ --,B \) ,.::;j '"' I NaTE: FOR EROSION CONTROL NOTES AND DETAILS SEE SHEETS 3 . u~ ~ ~ LECITOS WATER DIST~ /FOR GRADING ONLY) - 11 AS BUil T11 BENCHMARK: 1 ./ D ft'"~ ( :-,\ /, .,. . ,' -,._ I,, /,....- E SCRIPT I ON: STANDARD STREET SURVEY MONUMENT ,t&,:::..::'.'.~-...,_..,J.,e.~~~ -tOf~(_J.,;; ,-..~.t..'~C')9 EXP. hi_#,a./o7 DATE BY: LOCATION: ST A2B8•89 EC ON CENTERLINE OF EL CAMINO RE.AL RECORD FROM:SAN DIEGO ,''OUNTY VE.Hr/CAL CONTROL RS-1800, 288•89 REVIEWED BY: ~ -~ ~ PRESJ>l!'I H. LEWIS, P.E. R..eX-45927. EXP. 12/02 ELEVATION: 31/.4(!1 M.S.L c..... ~. Ga •'• A .y/,/4r ~TOR DATE ,..___+--+------------+---+--+---1------1 fsill17 ClTY ,oJF CARLSBA JD I sHEErs I 1 ~ ENGINEERING DEPARTMENT 2 4 EROSION CONT"ROI.. PUNS FOR, POINSETTIA LANE APPROVED: d 'f AT LA COSTA GREENS ST'A. 6'<00.00 TO STA.68>71.96 i----t--7--------------+---+---l---l----l 4 ,._ r e~IA/~ roA. 1 ----t--t---------------+---+--l----1---1 ~C~ITtY~E~N=G~IN~R:::=:::R~~::·:§:E·=~~~EX~P~.===';:';;:;~~~ lnD-;:;AT;;:-E-t-;;:IN;:;IT;;IAL;-t----------------+,,---h=---1----1--.....I OWN BY:,-:~~ PROJECT NO. ,_,._u.D' DATE DRAWING NO. rf DATE INITIAL DATE INITIAL CHKD BY·. CT99 03 REVIC!1u DESCRIPTION ENGINEER OF WORK _, OTHER APPROVAL CITY APPROVAL RVWO BY: -• l'.. -397-2H VWD 02·00! I 0 .. " • " 021803 , ., ' ' I ' ' ''%.</ =z..: \ I \ \ () EXlSTlNG 16" TECHlTE SEWER IV, W. Di REMOVE/ ABANDON . -------··"'"""""" ·---·--..... ---·---- \ I I ' r · ' .· .' ..... , f ' I I I \ ' I ENGINEER OF WORK 'J R,C.E. 46579 DATE BUil T" LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL iofz.tloS t;,/Jo/G'7 D.ATE \ \ RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-1800, 288•89 ELEVATION: 311.401 MSL REVIEWED BY: vw Qc¾RC.,1. r D;~/•s rsFfr7 l~l1f'Y OF C,<\.JRl.§BAD I SHEETS I ~====t===+==========================~~===i====~===±==~_j LfQ_J ENGINEERING DEPARTMENT 2 4 GIW)fNG NtD DRNNIBE PLANS FOR, POINSETTIA LANE AT LA COSTA GREENS SURCHARGE SHEET Kimley-Horn APPROVED, ~-... 66 ,. ~ t.,,t¼~~ , ..... ._ ·, ., and Associates, Inc. cir"Y ENGIN!6 R. • • '•If~'•, E I I P . E zo O -IO l20 EXP. DATE Jig neer ng* J(1nning and nvironmentcl Consultants """ 517 Fourth Av,mue Suite 301-San Dle90, Ca. 92101 DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. Tel, (6191234-9411 Fox, (619) 234-9433 GRAPHIC SCALE I'= 40' ENGl'lEER OF WORK REVISION DESCRIPTION CHKD BY: CT99 Q' 7 397 2H '----------------------------------------------------=:.::::..:.:::...::.::::::..:..::....:.:::. __________________________________________________ ::::::::::::::::::::::::::==============~====~O~T~HE~R~A~P;P~RO~V~A~L~~C~IT~Y=A~P~P~R~O~V~A~L~~R~V~W~D~B~Y~,~~~~~==~~§~-~~.J§:=~§§:-~§~U! VWD 02-00/ , , I 02T80f l ' r-------------------------------------------------------- . ·' . \ \ . FIi ------f',1 ·~ - - - --FM - - -- • I --··7 ------ 20' PEDESTRIAN ACCESS EASEMENT 1 t=-,,._.:_-1----<=i..;.' lll--_<=i.;__ o,1-,<=i=:;;:._-<=i_:, 111·---<=i;::.._;_ I, <=i 6.5 \ / :-__;<=i= I <::::i I ____ ,,. ----. ----.. ----,,__ ___ ,,i----¥; IU--1-It-' If .... __ j __ \ ' ) , <=i <=i <=i II \ R -- \ 0 ,\-; ·t 'C i I 11----111-......,.--Ill-__ ......;"''-> It--'----1-----I EXISTING 20' SEWER ESMT./VWDI PER DOC. ND, 1998-0151414 REC, 3-20-98 EXISTING 24" FORCE MAIN /V.W.D,/ ----FM ---/~ --,~.:.TM-~:.:._ - - I ,,-·-·1 / ' , NOTE: • SEE GRADING SHEETS FOR EXISTING-i-. UTILITIES AND PRPOSED UTILITY INFORMATION IN SURCHARGE AREA .,,;icii €5 Sto~"' f,~ v-·-'I, a (§~ ~-~, (; ( TIMOfi-JY ,flHN OF ~ITT \I j \ ~ ~~.4;:.~~\D3 / f) /': CML /,/ ~,/4 1';, ·-" ~" /: .. OF c~~\\\,. -~· ENGINEER OF WORK OS WATER OR GRADING ONLY/ TE BENCHMARK: DES CR I PT I ON: STANDARD STREET SURVEY MONUMENT LDCATI ON: STA288•89 EC ON CENTERUNE OF EL CAMINO RE.AL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS·/800, 288•89 EL£ VA TI ON: 311.401 M.S.L DATE REVIEWED BY: V C.......&.G,,I • ttl•les i'NsP-lcTOR DATE t===+===+========================t====i===i====i==~ ~ (:KTY OJF CARLSBAD I SHEETS I 1 L_ill ENGINEERING DEPARTMENT 2 4 GRNJ/NG NID DRAl#IGE PI..NIS FOR, POINSETTIA LANE AT LA COSTA GREENS t===⇒===⇒=========================~===t===t===±=== ~~~~;=::::~:::'RCH='NiGE=:::SH.::::E:::'ET:========! c:J•n ~m~ ' '"''""" 4 Y. • r. __ :, and Associates, Inc. t====~===t=========================±===j:===t===±=== l:f1r~1T~Y ~1~Ni~~r~E~~A'~~~~R~c~as~:car:111i•tS.L_E~,-,.,xP~t2L_ .L..::.Dt!...A=zTE~ Engineering, Plarmlng and Envlronmental Consultants 40 20 0 40 ID 1 • • • • 511 Fourth Avenue "" Suite 301 • San Diego, Ca ... 92101 DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: -=:---PROJECT NO. I DJRA9W71N:2NOH. L.T.e_i._16_19_>_23_4--9-41_1 __ F_a_x_, _16_19_)_23_4_ .. 9_4-33 ______________________________ _:G::,R,::A::,P_:H::;IC::...,:S::;C::;A:;L::;E:..,:1'_:=:..,::4;;:0~'-----------------------------------------_!:::E:NG:1NE:E:R:::O::F::w:0R:K~====R:E:V~IS~l~O~N~D~E~S~C~R~IP~T~l~O~N~==~o~TH~E~R~A~P~PR~O~V~AL~~c1~TY~AP~P~R~OV~A~L~~~~~~~i~iy~y',~~~~==~C~T~9§9§-0§3§:~-~§~~~Ui VWD 02-00/ 021803 111"'1 • n Kimley-Hom 11!1...1_ r_...] and Associates, Inc. EngTneerlng, Picnnlng ond Envfronrnentol Consultants 511 Fourth Avenue -Suite .301-Son Diego, Ca. -92101 Tel: (6!9l 234-9411 Fax, (619) 234-9433 ___ ·: il---x ?S"'~, ,_; NOTE: FOR EROSION CONTROL NOTES AND DETAILS SEE SHEETS 3 40 20 IO --l20 ---- GRAPHIC SCALE I'= 40' NOT£: HYDROS££D TD B£ MIXED WITH £ARTHBDND OR EQUIVALENT PRODUCT DATE INITIAL ENGINEER OF WORK BENCHMARK: DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ ;-~·, \ N'--S·, \<;, _1;,, () -~ .. ( . '<>· ._,_,_,.,.,.~ \ \~ ·.,\. > .Jl \/Y'-ry,rc \\ • \ \ ,.,~. '' ()-\ \ ' • \ ENGINEER OF WORK DWN BY: CHKO BY:-=:;~;;::::1 RVWO BY: EXP. PROJECT NO. DRAWING NO, CT99-03 397-2H VWD 02-00/ 021803 \ ,; \ ' . , t\, / I { ; ! \ / \ . ' " ,, \ ' ' ·, \ ·, . . \ ' 'Z! • \ ' \ \ ' ' ' . '·., ·--, ' ' "•,, '-,_" '"'· ,, -, -. •, ·-.,, ·,., __ I • -. : \ : i . ' / i I j \ : \ ·. 220 210 · I \ \ ,,,.- !( --:~ i;1 ,,_ \ 0 \ ' I '\ /~ \ \ \ ,,.,r--,, ,, 20 0 40 IO l20 GRAPHIC SCALE I'= 40' . ----. / /c , .. , •. :,.,.,,·" ,, / ,/,.,,/ ' ,,-,·:~·:~:·:::_-• __ ,,.,- '~ ~/ Y'?"".Q I - NOTE: . r; , l 11. ' i I / .·.·.···.r··· .. ···· .. : . _/ ·. . I 1.·•., .. '\..., I . • ' .. SEE fJ#G• 397-2A FOR FINAL GRADING IN THIS AREA FOR EROSION CONTROL NOTES AND DETAILS SEE SHEETS 3 NOTE: --~+=--.~.~·,', 1~ I I , I~~ HYDROSEED TO BE MIXED WITH EARTHBOND OR EOUJVALENT PRODUCT -~·-.. , ~ I 1 , ·, • ' 1/,I I , ! . ' ,/ /. / / /' / .,,,.-;,..._,, / ~ I ;---,# BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT " ' 1· ~ .. ,_ _,. ·-----" , .. ~ ••.-•~--/ M°'" _,..-•' ' ' ' ·' I I I I, I I I I . I ;! t ENGINEER OF WORK GRNJING NID EROSION CONrROI.. PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS WJRRON SffE t----+---+---------------t----1---1r----t-----1 APPROVED: d , ... 4~1J,:£•(~ .. ~.!52.J.~lf~~'.!:'.~"9-·~-·!,,l'..L_-!,."'1~,wr!'L---t----+---t--------------t----t----1r---t----t 1CITY EN~R £E. EXP. 1----+---t--------------+---t----ir---t----t I•;. 'f·e3 DATE DWN BY: ::j;~=I PROJECT NO. 1-D_A_TE~_1N_1T1_AL-+-D_A_TE~_1N1_T1A-,L cRHVKWDD s81/ .. _ CT99_03 OTHER APPROVAL CITY APPROVAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I DRAWING NO. . 397-2H VWD 02-001 ' I , .. I 021803 i , I , \ I \ 111""1-rtl Kimley-Hom lll!i...J IBl l.....] and Associates, Inc. Engim.Hffing1 Planning and Envfnmmentcf Consultants 517 rourth Avenue · Suite 301 .. San Diego, Ca. -92101 Tel: 1619) 234-9411 Fox, (£19) 234·9433 l I I I I I I • I • ' I I . I • , / i I I I I / , / l ! i : I • ! , / ', I i "Ni I . ' 1-, ' ' ' ·, ' ~l~-H\7~~Tz-_-~~ ~~~~ ~~- 1 r1r, I ~✓ ~-- 1 ( 40 10 0 40 IO 110 GRAPHIC SCALE I'= 40' ' .:::.".:--~ \ )·· -' '•,,, ' ' ,_,, ,--" '•,,, .. '' ,¾,_ BY: PRESTON H. S. P.E. R.C.E. 4 , EXP. 12 /02 BENCHMARK: DESCRIPT!ON:STANDARD STREET SUFNEY MONUMENT LOCATION: STA.2B8•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-1800.288•89 ELEV AT I ON : 311.4fJl M.SJ. ) DEWITT R.C.E. 46579 DATE 11 AS BUil T11 1./'z.,le6 """-£.-'. EXP. C/3 .. /4, DATE REVIEWED BY: V • NO §. ~ c... ~-C"••'' J "'"":s ~ ~TOR DATE j ~ (;ITY OF (;ARLSBAD I SHEETS I ~ t----J---+--------------+--+---l--+---l Lf.:!j ENGINEERING DEPARTMENT 2 4 j t----1---+--------------+--+---l.--+---l t----t---t--------------+----t---f ---,---; EROSION CONTROL NID GIW)ING FOR, POINSETTIA LANE AT LA COSTA GREENS 80RRUII SffE . . VWD 02-00/ 021803 GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY TH£ CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY, PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000.000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5, NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF TH£ IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CI TY. 10. ACCESS FDR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A! SUMMARY SHEET, /BJ LABORATORY WORK SHEETS AND (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGl'1EER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO TH[ CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($! SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MfETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL 8£ ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THf WORK. TH£ CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK/438-3634! AT LEAST FIVE/5J WORKING DAYS PRIOR TO STARTING tQNSTRUCTION. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REau'tsrs OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLI~1G THE £/;/lSJNEERING 24-HOUR INSPECTION REQUEST LINE AT 1760! 438-3891.INSPECTicJ,,/ REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSP't,.TION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU 'REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FDR ~WO FULL WORK OAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH ,.Hf DEVELOPER AND/OR CONTRACTOR SHALL OESl1,N, CONSTRUCT ANO MAINTAIN ,ALL SAFETY DEVICES. INCLUDING SHOR ING, 4ND SHALL BE SOLELY RESPONSIBLf ~R CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS. ' 15. THf CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET 15' J OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO FXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISPED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST Bf SUBMITTED TO THE INSPECTOR PRIOR TO fXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUrrION. OPERATIONS WILL CEASE IMMfDIATELY, AND THE PERM/TT££ WILL OT/FY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PEI ..• TT££ HAS RECEIVED WRITTfN AUTHORITY FROM THE CITY ENGINEfR TO DO SO. 17. A'.L OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING fOUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. ANO SUNSET £,\CH DAY, MONDAY THROUGH FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. IA LIST OF CITY HOLIDAYS IS AVAILABLE AT T/iE ENGINEERING DEPARTMENT COUNTER. I 18. ALL OFF-SITE HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO THf CITY ENGil\aEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THf CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGf OCCURRING ALONG THE HAUL ROUT£ OR ADJACENT STREETS AS A RESULT OF THE GRADING OPfRATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM, 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE R[CORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UT'LITY Fkf/LITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. TH£ CONTRACTOR IS REQUIRED TO TAKE DUE PRfCAUTIONARY MEASURES TD PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURfS NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES /ABOVEGROUND ANO UNDERGROUND! WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PL lNS IF IT IS FOUND THAT THE A!CTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES !SEE BELOW/ AT LEAST TWO FULL WORKING DAYS PRIOR TD STARTING CONSTRUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E I 619 J 696-2000 PACIFIC BELL 1-800-750-2355 A DELPH I A 1-800-626-6299 CITY OF CARLSBAD/STREETS AND STORM DRAIN/ (619)267-3777 MCITY OF CARLSBADISEWER,WATER & RECLAIMED WATER! 1760/839-4681 *SAN DIEGUITO WATER DISTRICT 1760)633-2650 ;1<1.EUCAOIA COUNTY WATER DISTRICT (760)753-0155 *VALLEC/TOS WATER DISTRICT ( 760!744-0460 .WLIVENHAIN WATER DISTRICT ( 760!753-6466 ~UfNA SANITATION DISTRICT (760!726-1340 * AS APPROPRIATE ll"""'l•H Kimley-Hom ilh,.JBII'-. .. ~ and Associates, Inc. En91rieBt"lr1,J, Ptannlng r.nd Er~v :n,nmento! Consultoni !':; 517 Four·l'h Avenue -Suite 30! -Son D1ego, Ca. -·321c1 fol, (61:1) 234-9411 Fax: (6!9) 234·9433 I llvf PROVEMENT PLANS FOR: POINSETTIA LA,NE KEY MAP (fGfND; IMPRWEMENT PLAN SHEET NUMBER NEW STREIT L/GlfT PROPEFrrY L/1/E 1/EW FIRE lffDRANT PROPr>SED SEWER PRIJPOStD RECLAIMED 'WATER ------f;'ll'------ PROPOSED STORM ORAi// PROPOSED WATER ·W·-----•- LOT 20 AT LA COSTA GREENS !OT CITY OF OCEANSIDE '• FOR IMPROVEMENTS THROUGH THIS PROPERTY SEE DRAWING NO. 397-2K ew 1/4 ee:o. 24 Tl28, R4W, e.s . .M. ./, WORK TO BE DONE cowr 11J1A D t>,e:L~ w ·'t \ THf IMPROVEMENT WORK Ill 1'CCORDANCE WITH THE FOLL(Jl{///G DOCUMENTS,_CURREl</T AT THE TIME OF CONSTRUCT/ON. AS DIRECTED B'( THE CfTY £Nc,/NEER, I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS FOR DESIGN ANO CONSTRUCTION OF PUBLIC WORKS IMPR()IEMEl</TS IN THE CITY OF CARLSBAD,DATED 4/20/93 J, THIS SIT OF PLANS 4. RESOLUTION NO. 5013. 50/4, 5016,50{1. 5018.5019 DATED SfPT,5.2001, 5. THE STANDARD SPECIFICAflONS FOR PUBLIC WORKS CONSTRUCTION /GREEN BOOKJ. 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON. II DATED 6/25/0/ 7. THE SAN DIEGO /JREA REGIONAL STANDARD DR/WINGS AND AS M/J/f BE MODIFIED B'( TH£ CITY OF CARLSBAD STANDARDS, 8. CALIFORNIA COAST AL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED II/A 9. THE CARLSBAD MUNICIPAL WATER DISTffll:T'S ~ ANDI OS AND SPECIFICATIONS FOR WATER.SEWER ANO RECLAIMED WATER. !,.!,,,.\l.l,..JJ.,'-o!/0. VAU_ECTIOS WATER DISTRICT STANDARD DR/J/11/NGS AND SPECIFICATIONS, DESCRIPTION lJHG.NO. SfMBOL OOANr/TY"' EXISTING STORM DRAIN __________ _ EXISTING GA$ ________ _ EXISTING WATER __ EXISTING UNDERGROUND ELECTRIC------- _____ ................ . -~~-····-.... -w -UG-E EXISTING UNDERGROUND TEIEPHOI/E _____ _ --UG-T-- EXISTING CABLE TV ______ _ --c-T-- EXISTING 16' FUEL AND OIL _____ _ ·--················ ---GO·-- EXISTING AT&T LIN£ _____ _ --T/D -- EXISTING SEWER ....... , ......... _____ _ SUBDIVISION BOUNOAFrf .. , .. ________ _ ------- REDUCER /SIZE AS SH(Jl{I/ ON PLANS!···------ PROPOSED TOP OF CURB __ _ DETAIL REFERENCE ............. sHlffl~¼ffJT~~M ............... . Tr,£1/CH RESURFACING ___________ _ PAVEMENT SCHEDU/£ J ___ , ... ,., .... SDG·/13 .......... --- PROJECT SAWC/JT AT EDGE OF PAVEMENT -----'~•---SITE ... IZL. Z/ZZZZJ 402606 SF 2268 LF I (I' L , I t) I LI LOT I MAI' IOOt.7 ONNER I rlT LC, I / 7 REAL EST ATE COLLATERAL MANAGEME/fl COMPANY A DEL/JWARE CORPORATION,PMB N0,685 /903 WRIGHT PLACE SUITE 180 CARLSBAD. CALIFORNIA 92008 SUBDNIDER MORR(JI{ DEVELOPMENT 1903 WRIGlfT PLACE SUITE 180 CARLSBAD.CALIFORNIA 92008 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIB/£ CH/JRGE CNER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BU:INESS AND PROFESSIONS CODE.AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ST ANOAROS. /UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS 13( THE CITY OF CARLSBAD DOES NOT REUEYE ME,AS ENGINEER OF WORK.OF MY RESPONSIB/LIT/fS FOR PROJECT DESIGN, DECLARATION OF ENGINEER OF WORK: I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL c.·,'/c!NFFR!NG STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE. OF THE DESIGN OF THESE IAIPROVEMENTS, I ASSUAIE Fl/LL RESPONSIBLE CHARGE FOll SUCH DESIGN. ' UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURE OF TH£~£ PLANS BY INFRASTRUCTURE ENGINEFRING CORP,, FOR THE VALLECITOS WATER DISTRICT. AND THE REVIEW OF THE PLANS BY THE VALLECITOS WATER DISTRICT. IS A REVIEW OF GENERAL COAIPLIANCE l".UIDl!:L A PM 1342'1 (Hor A PAR1J ® SCA/£: I' • JOO' I I 11, ~\ve:µ.>.t,v IVIWJ I C-t I' Ai., WAT e;Q., t)\ ~ T12.\ l-T c;,Alv() A\1,0 !lieA,W\"317,!.J M-A,t<.ci+ \<Hi SURo/EY MONUMENTS PACIFIC OCEAN VICIN !TY MAP NOT TO SCALE \ ' ' SHEET INDEX DWG. NO. 397-2[ 397-2[ 397-2 I 397-2 I 397-21 397-2I 397-21 397-2I SHEET NO. 2-3 4-15 16-19 20-21 22 23-26 27-43 44-69 LEGEND NOTES DESCRIPTION NOTES AND DETAILS IMPROVfMENT STRIPING & SIGNING TRAFFIC SIGNAL NOTES CATHODIC PROTECTION IRRIGATION PLANS PLANTING PLANS I. AS MODIFIED BY THE crrr OF CARLSBAD ST Al/DAROS. 2, CfTY OF CARLSBAD SUPPLEMENTAL STD.ONG,'$. CONTR!CTOR SHALL BE RESPOI SIBLE FOR ANY MONUMENTATION AND/OR BENCHM/JRKS WHICH WILL BE DISTURBED OR DESTR(J(EO B'( CONSTRUCTION, SUCH POINTS SHALL BE 3. CM.WlJ,STAIIDARD DR!il/lNGS AND SPECIFICATIONS. REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT AT/ON BY A LICENSED UWO 4. V,WlJ,STAIIDARD DRAWINGS A/ID SPECIFICATIONS SURVEYOR OR l .REGISTERED CIVIL ENGINEER NJTHORIZED TO PR!CTICE LAND SURVEYING. . A (YJRNER RECORD OR RECORD OF SURVEY.AS APPROPRIATE,SHAL/_ BE FILED BY THE STANDARD ABBREVIATIONS LICENSED LN/0 SUFNEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND R/W· RIGHT OF v, AY SURVEYOR'S ACT. REFERENCE DRAWINGS EL CAMINO REAL · ENC/NIT AS TO CARLSBAD CARLSBAD TR/CT 92·3 RANCHO CARILLO -POINSETTIA LANE LOHF PROPERTY IMPROVfMfNTS LOHF PROPERTY il'IADING LAND OUTFALi_ SEWCR REPUCEM£NT R.S,1800··! ONG.N0.34I 5 ONG, NO, 33/·I ONG.110. 377-6 ONG,N0,377-GA vWD DNG,N0.2/il·V'i-0I EP·EDGE OF PAVEMENT DIP· WCTILE IRON PIPE /JG· DECOMPOSED GRANffE SOURCE OF TOPOGRAPHY TOPOGRAP/ff SHOIIN ON THESE PLANS WAS GENERATED Bf SN/-LO AERIAL SURVEYS METHODS FROM INFOKMATION GATHERED ON 12·30-1951 TOPOGRAP/ff SHOii/i HEREON CONFORMS TO NATIONAL M/>P Af:CURKY STAI/DAROS, PROJECT LOCATION THIS PROJECT iS LOCATED WITHIN ASSESoORS PARCEL NUMBER/SJ 215-02/-07. 2/5·03/-08.213·030-~213·030-18 THE CALIFORNIA COOROINAr INDEX OF THIS PROJW IS NAO 83 • N /990 _____ ~~._s6,a2,,,,56,,._ ________ _ WITH DISTRICT STANDARDS. THIS APPROVAL IS NOT A DETERMINATION OF Th'E TECHNICAL ADEOUACY OR ACCURACY OF THE DESIGN OF THE IMP80VEAIENTS SUCH APPROVAL DOES NOT. THEREFORE, RELIEVE ME 01·· MY RESPONSIBILITY BENCHMAR!<: ' ' ' ' PEDESTRIAN RAMP ..... ______ G·Z? ... STREIT UGHT /ST LTJ.. ___ .... , .... SDE·,'•,1.£.:/ ... , ................ . EXISTING STREIT LIG/fT ., ... ---·-- /Cf WATER VALVc· ___ WZWl3~SfYN·/09-W·/9AJ)lli5 .......... . 8" WATER V ALVE---WZWl3~SDN-I09-W·19A.Wlfl. ___ _ 12" WATER VALV~--WZWIS;SDN·/09-W·i9A.W16;W·l4'!w !€' .. . 16" WATER V ALVf .............. .wlw,s:sDN·IO'Hl·/9A.WfT .............. . 6'FIRE HYDRANT WITHREE WAY APRON (2-4" PORTS AND 1-25' PORT! ---M·/9.W/7 ............ , ......... . TYPE 'G' CURB & GUTTER 16 IN! ... , .. , ............... G·2.SOG-/OO ......... . MOD. TYPE 'B-r CURB & GUTTER (8 /N) ......... .G-6;SDG·/00, ......... . 6' AC BERM ------ WATER MAIN !PVC OR DIPL ..... SlJH-100W·25 W-22j'{·/9A.W2/I ..... . CL·/50 /SIZE PER PLA/'IJ • • 2' IRRIGATION LATERAL .............. -----W4;Wfr.W·l-4-- r&2' /JJJTOMATIC AIR & VIC ASQ'. ............... SfJN-lfT.W·4.W·3~ ....... . 2" BL(JI{ OFF AC:SEMBLY ................... SDN·/06JN6:W·{ ... .. SEWER CIEANO/ff ---·'· S6'--------- SEWfR MAIN /PVC! --·· SDS·/OI.SDS·IOO.S·l9.SS. ........ , (SIZE PER PLAN! 3 3 SEWER ACCESSHOLE ---· S·f1.S4,SI ....... ___ _ 12' RECLAIMED WATER /DIP CL· 350) /VWOJ ___ W·lfr.W·/93 ______ _ GUARDRAIL .............. ____ M·30,M-3I,M·35 .......... , ....... -- SIDEWAU< _____ _ RECLAIMED WATER /Ci,N/D) ..... , W-2I ______ _ DECOMPOSED GRANfTE<DGJ ACCESS TRAIL THRUST BLOCKS---- STREET MONUMENT ...................... M·/OJ,/·II.M·i2J./·/3. ____ _ fXISTING SEWER TO BE RFM()IED/ ABANDONfD ··· MEDIAN PLANTER BOX rTYPt. 4' CHAIN LINK FENCE ____ M·6 .. --_____ _ MEDIAN ... ___ _ 2" MANUAL AIR & V!CUUM VALVf ... ······.wrl ... , ................. . "' CONTRAC'IOR TO VERIFY AL/_ QUANTITIES REVIEWED BY: J 0 0 0 0 ----- 6 18 6 12 16 20 11936 LF 12933 lF 625 LF 6589 LF ------[@ 2 ------------• . --CD. --·---~- --@--------- -------_a -kl ,6. 3 21 273/LF 10 3609 LF 34246 SF 6081 LF 54975 SF 21 18 s-x-s-x-- C ------ vw 88Z13 SF 26 W • NO FOR THE DESIGN OF THESE IMPROVEIIENTS, DESCRIPTION· ~TN/DARO s-:-REIT SURvEY MONUMENT FOR GRAD ING & ORA INC! SEE DRAWING 397-2H R.C.E. 45927, EXP. 12/02 DATE ~ t:S n, b. °' a ,, ,, 111'1/"S DATE 1uda3 IMPORTANT NOTICI Section 4216/4217 of the Government Code r~qulres that Dio Alert Identification Nurrber be issued before a "Permit to Excavate" wi 11 be val id. For your Dig Alert 1.0. Nuroer call Underground Service Alert TOLL PRl!I 1·100•422-4133 Two working days before you dig. DATE, CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS: (.,Yl NO. Pf F,H.lsl ,t.D F. FLOW.~G.P.M. OUT OF_W_F,H.ls), BLDG. SPRINKELD YES/NO F. FLOW G.P.M. FIR M SHAL DATE LOCATION: ST A.288•89 EC ON CENTfPIJN£ OF EL CAMINO REAL Ric.CORD FROM:SAN DIEGO COUNTY VERTICAi. COl</TROL RS 1800, 288•89 ELEVATION: 3IIA07 M.SL ,QARLSBAD MUNICIPAL WATER DISTRICT DISTRICT ENGINEER DATE INITIAL ENGINEER OF WORK IIEVISEO SlfTS 'f, 1, IZ,/.1 13 iZcoV I $f, $11-,,-, I >, 7 14 i-',,; ) l E.Jl q ePcfl,CE ~HT #I REVISION DESCRIPTION SHEET I INSPECTOR (;l'fY OF C ARL§lBA ENGINEERING DtPARTMENT IMPROIEJ/1:.NT PUJIS FOR, POINSETT'IA LANE AT I.A COSTA GRl:ENS Tffb" Sf:EEr _ ~ VWD 02:.002 · • /re:o.-i,,tn··~• 030603, ! 080103 101904 i 1 1 MEDIAN DESIGN: POINSETTIA LANE STA 9+00.00 -STA 16+87.97 SEE SHEET 6 SCALE• I' =40' SPECIAL NQTES: THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE HELD RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBS/TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING: SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIM/TED TO NORMAL WORK ING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. THE CONTRACTOR SHALL B£ RESPONSIBLE TO INSUR£ THAT ALL SLOPES, STREETS, UTILITIES, AND STORM DRAINS AR£ BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 234-9411-THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT ANO ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS /SAND BAGS, HAY BALES, TEMPORARY DES/LT/NG BASINS, DIKES, SHORING, ETC. i UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY, OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 4. EXCEPT AS NOTED HEREON ALL UTILITY SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY AND PACIFIC BELL PRIOR TO STARTING WORK NEAR THEIR FACILITIES, AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. FOR UTILITY MARK-OUT SERVICE, CALL 1-800-422-4133. 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH OF TH£ AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE EXPENSE OF THE CONTRACTOR. 6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 7. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. ' 8. WHERE TRENCHES ARE WITHIN 10 FEET OF FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS. 9. ANY WORK DONE WITHOUT INSPECTION OR MATERIALS TESTING IS SUBJECT TO REMOVAL OR CORRECTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE FIELD ENGINEER. 11. ALL EXISTING FACILITIES AND IMPROVEMENTS WHICH CONFLICT WITH PROPOSED GRADING SHALL BE REMOVED PER THE RECOMMENDATIONS IN THE SOILS REPORT. 12. CONSTRUCTION EQUIPMENT SHALL BE PROPERLY OUTFITTED AND MAINTAINED WITH NOISE REDUCTION DEVICES TO MINIMIZE CONSTRUCTION-GENERATED NOISE. P"'l-n Kimley-Hom ~-[~ and Associates, Inc. Engineei-lng, Plarinlng end Em:!;-onmen-tol Consuli"onts 517 Fourtt-1 Avenue -Suite 301 ~ Snn Diego, Co~ -'32101 Teh !6191234-9411 Fox. 16'91234-9433 SEWER NaTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK!. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. !TELEPHONE NO. {760] 438-3891! WATER NaTES t. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE -GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILIT/ES,DATED OCTOBER 1993, OR THE LATEST REV IS ION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE c.M.w.D. OFFICE AND MUST BE SIGNED ANO APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTRNOENT. 4, A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION :TELEPHONE N0.[760] 438-3891) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE L /NE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILD ING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. FOR C.M.W.D.RECLf!JMED WATER NaTES AND FOR VALLECITOS WATER DISTRICT GENERAL NOTES, SEE SHEET 22. STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROV~L A MINIMUM OF TWO 121 CITY WORKING DAYS BEFORE THE WORK BEGINS. 2, STREET LIGHTS SHALL BE It'STALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE P01NTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUIL Tll PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3, ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT{ON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSO S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV Q.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND ~OCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO 121 SETS OF SURVEY /CUTI SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. BENCHMARK: 10' W!Df TRAlL R/W IN 20 WIDE PEDESTRIAN ACCESS EASEMENT 10' -? • . ,, ~ ,,,,c1-n ~t ' V-"¥1 DC TRA llc .\ '/,' JOINT UTILITY TRENCH 7' 3 , PQINSETUA LANE 9+42 TO 42+41 /EL CAMINO REAL TO ALICANTE ROAD! 56+58 TO 68+7/. 96 R/W 0. 5' (TYP) /WETLAND AREA TO SUBDIVISION BOUNDARY! 10' W!Df TRAIL IN 20 WIDE R/W PEDESTRIAN ACCESS EASEMENT -? • . ,, \I> DC TRAIL ,\ '/,' JOINT UT!L !TY TRENCH R/W 10' .. 7' 6' 44' NOT TO SCALE f 94' Jo' 32' 1 ri I .. POINSETTIA LANE STA. 43+44 TO 55+42 ( THROUGH WE TL AND AREA! NOT TO SCALE 1 6 166' 32' 11R' VART>S 44'-5;;' I E VARIES 24' iR' £%/STING AC 8£/i',V~ I TO BE R£JIOVEO I I I I 2% • -••.. ---------":'c-'- R/W 7' 6' O. 5' (TYP) R/W 10' 12' 2% "'~i, ,\ ~,~ 5. 5' w'fo£ FRO!II A FACE OF CURB ~1-0. 5' ( TYP) EL CAMINO REAL -MEDIAN IMPROVEMENTS 237+75 TO 246+65 TYPICAL IMPROVEMENTS 239+o2 TO 246+58 NOT TO SCALE TYPICAL SECTION LEGEND T -CENTERLINE PROFILE ELEVATION 0 = TYPE 'G' CURB AND GUTTER ( RSD G-2 J = 5' WIDE SIDEWALK IRSD G-7! = SCHEDULE 'J' PAVEMENT ( RSD SDG-113 ! !MINIMUM OF 5"AC/6"AB, PER CARLSBAD STDS. ! ACTUAL SECTION TO BE DETERMINED BY R-VALUE = 8" MODIFIED TYPE '8-1' MEDIAN CURB AND GUTTER IRSD G-6! = MEDIAN LANDSCAPING PER LANDSCAPE PLANS DATE VALLECITOS WATER DISTRICT II AS BUil T 11 DESCRIPTION:STANDARD STREET SURVEY MONUMENT LOCATION: STA2B8•89 EC ON CENTERUNE OF £5Q~ 10/~,t~ /q ,,,f? V R.C.E.4'57'T EXP. c.(4:ic/a7 DATE BY:i/~ {_/: 2,{7{o, REVIEWED BY: VW W • NO EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS·/800,288•89 ELEV AT I ON: 311.407 /.IS.L ~ PRESTON H. LEWIS, P.E. DATE R.C.E. 45927, EXP. 12102 ~ C..,t ,. 11/zios IN~ECTO R ::D::::A::::TE:::==:==::;-,:::::::::;:;;::=:1 ~ CITY 10,F C,~RLSBAD I SHEETS I t---t--+---------------+----+--+---+---l LL_j ENGINEERING DEPARTMENT 71 t---t---+----------------+----+-----l---l---1 I IMPROIEI/Elff PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS N(]f'ES AND Off NLS I APPROVED: ar d,&_· A &.-+.. ·,,,.;,:,, ~=====~====!================================1=====t====1=====t===j 0 CtTY 3ER~.c.C ?xf J DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL DWN BY: -~-PROJECT NO. CHKD BY: = CT99-03 RVWD BY: _Qf!,r 397-2 I VWD 02-002 030603 . 1 ...-i•n Kimley-Hom lilli...!11111~---~ and Associates, Inc. 39 EnglneEwlng, Planning and Environment □! Consultants 51? Four··tr1 Avenue -Suite .30! ~ San Diego, Co~~ 9210! Tel, (619) 234-9411 Fax, (619) 234-9433 \ I I i 1 STA 19•58.94 -STA 24•75.00 SEE SHEET 7 8c 8 SCALE• 1"•40' 1 2 3 _( I \ \ \ I \ I I I I I I I I I I \ \ I I \ \ \ \ \ \ \ \ o \ I I \ I I I I I I \ I I I @)MEDIAN DESIGN POINSETTIA LANE STA 38•21,20 -STA 47•25.00 SEE SHEET I 0, I I 8c 12 SCALE• I" •40' I I I I fo'\MEDIAN DESIGN POINSETTIA LANE V STA 63+25.00 -STA 68•52.01 SEE SHEET 14 8c 15 SCALE• 1"=40' ~=~ • I I I I I I I I 4 ./ I I I I ' Lo . "' "' -J ~ l,J c:, -1/) ' Lo Lo . - CROSSING PIPE •TRENCH DETAIL PER RSD W-21 AND S-4 (!)SAND CUSHION DETAIL NOT TO SCALE 46 ---------, ._ TRAFFIC FLOW] CURB L !NE 3' OPENING FIRE HYDRANT R/W I FACE OF ,--------,, f_ -0. I 8' TOP OF CURB_/ 7' 4. 5, I 3' 3' 3' (7;\POLICE RAMP DETAIL V NOT TD SCALE • TOP OF CURB _/ . "' INSTALL 4' SQUARE TWO-WAY BLUE~ REFLECTIVE PAVEMENT MARKERS AT 2' OFF MEDIAN CURB DIRECTION OF TRAVEL INSTALL POLICE R~MP SIGN ----.J PER DETAIL( SEE ~HEET 16) , 50' @DLICE RAMP SIGN AND MARKER PLACEMENT NOT TO SCALE PLANS FOR THE BUS SHELTER WILL BE PROCESSED WITH THE CONSTRUCTION DRAWINGS FOR THE COMMUNITY ENTRY MONUMENTS PREPARED BY THE PROJECT LANDSCAPE ARCHITECT. THE CONSTRUCTION DRAWINGS FOR THE BUS SHELTER SHALL RECEIVE APPROVAL FROM THE CITY nF CARLSBAD'S PLANNING DIRECTOR AND NCTD. 6UTTEl'I LINE. tJ" THICK /5/iJO •C· !32!iO CONC. W/"3 BARS tll IB"O.C. EACH DIRECTION OVER 12' AGGREGA1E BAS£ BENCH TO BE "WABASH MODEL NO. P2516 6' BENCH WITH BACK -JNGROUND" COLOR POWDER COAT BLACK. TRASH RECEPTICAL TO BE QUICK CRETE PRODUCTS CORP. SERIAL ND.-ORCAL2533WO 25" DIA X 33" HT CALIFORNIA SERIES WAST£ CONTAINER W/ MODEL D LID, COLOR POWDER COAT BLACK. EX !STING R. O. W. PCR ( TYP I CONCRETE WALK ( TYPICAL I • • 10'x16' BOARDING PAD THAT MEETS ADA STANDARDS AOITIONAL i?OW REQUIRED BY SEPERATE DOCUMENT iTYP/ fF\B.\t:US"--"'S:...!.t~OP.__.,D'""'E....,_T.=A .,_..l L \:._J NOT TO SCALE ENGINEER OF ©GUARD RAIL BREAK DETAIL NOT TO SCALE TJM\;!It:J:'{)J. DEWITT R.C.E. 46579 DATE VALLE CIT C'S WATER DISTRICT 0 0 + l"°l ,!, < '~ if) \lj ~2 2 _I :t: ~ < -< <. BENCHMARK: DESCRIPTION: STANDARD STREU SURVEY MONUMENT LOCATION: STA.288•89 EC ON CENTERLINE OF EL CIWINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL C0NTR0Lffll RS-1800,288•89 ELEVATION: 31/.407 MSL BY:go, ~/1~~ PRESTON H. LEWIS, P.E. DATE R.C.E. 45927, EXP. 12/02 REVIEWED BY: ,,.,,,J4.C.,J.,.,. 11/z,los ~OR DATE vw WG.NO ~-Zra4 \:'.J-1-p., ;;, W/1:-,ep ""e:D i,..r-1 ., ~ t;ll'1( 01'' CARL§JBA][l) I SHEETS I 1---1----..jl---------------+---t---t----t---i li_j ENGINEERING DEPARTMENT 71 !----,f----1 1--~--+-------------t----i--i-------r---, I lltPfOIEMEPOl5 NS ET•' IA LANE I AT LA COSYA GREENS 1----l---1----------------t---t--+--t---l. NOT"ES ANO OET"NLS 1----1---1----------------t----t---t---i----1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL APPROVED, SY CITY ENGIN R OWN BY: DATE INITIAL CHKD BY: MS/' RVWD BY: CITY APPROVAL --- ,-;,.,< • E. EXP • ~l,2/01 DA'TE PROJECT NO. DRAWING NO. CT99-03 397-2 I VWD 02-002 ' 101904 s ' 2 - -. ,. ! --! ! --{ +---, i :-- ! I •• ! - - ! --T - ' l - ! ___ - INTERSECTION PAVING DETAIL EL CAMINO REAL/ POINSETTIA LANE SCALE• HOR I Z. I' =20' I 248 DRY UTILITIES TD BE DESIGNED PER SEPERATE PLAN, J.\PN 247 ' "' ' ',, "--..__ ' ' ' '-.,. Cl ' ·.:, :XISTING 30' ''-c:,·· GAS ESMT. ' PER DOC# FP 151771 O.R. 2 J 5-020-0-4 SUBDIVISION BOUNDARY Benn 9 -MfJ9CAN TO B PLACED PER D Berrn Kimley-Hom CURB TO BE PLACED PER owe #389-9 24? ALTERNATIVE 2 CURB DETAIL TO BE USED IF OWG #389-9 IMPROVEMENTS ARE COMPLETED BEFORE DWG #397-2J and Associates, Inc. £n,g1neer·Jng, Plannlng and Envlr<mmentol Consultants 517 Fourth Avenue -Suite 301-Sen OieQO, Co. -92101 Tel, !6191234-94!1 Fox, (619) 234-9433 ~ 5 CURB TO BE PLACED PER DWG #389-9 246 &GA BOUNDARY !VO. 0§] [ill DID ~ gg @I I??] ~ ~ g] ~ ' ---j··· I ! ---r. ' ••• r ' i --i ... -! !- -'rDP 9F t.to1AN1 cuRs' Is Ci,6 -,ABOVE EXISTING PA MENT . . -. . i i E 8-1 TC 278. 94 , -. !. .L i-- f - ' ! .... --:· -- R 11 ·--243+05. 67 i - i . ! -L ---· ' ..... -i - 1-1TcuR'a·· ! ! - --, .. -.... ··-.. i. - I ... ., .. l -- PRbFILE: EL CAMINO 'R"E fl 2191J3 , ' .c. -! -... 1·--- -f- 1 -1· - SCALE• H R IZ. I ";=40', VERT. I" =8' i i I -__ -.... ~ _--~----... ··1_-_--~L_--... -_-__ ._..._ _ _;_.;...-',....,;._._...;_~....,JL.,.. ___ -.. ~------'----'----'!---~:--~ _.,_ ___ -_-.. -,_,j__...,:_: _---'--'--'-~ I + I Berm 245 SAwcur: AT EP J\PN 2J5-o5o-51 244 ALTERNATIVE 2 CURB DATA OELT A OR BRG. RA!JIUS LE!VGTH REAIMl(S Ll=o• 12'08" 6988. 00' 24. 66' 8,, TYPE B-1 tJ=O• 54'32' 6500.00' /03. II' 8" TYPE B-1 LI= /'57'51' 2500. 00' 85. 70' 8" TYPE 8-1 N26' 57' 42" W 5. 22' 8" TYPE 8-1 Ll=2'/7'32' I 933. 80' 77. 37' 8,, TYPE 8-1 LI= I 1'07'27' 152.48' 29. 60' 8;; TYPE B-1 LI= 2' 22' 56' 757. 32' 31. 49' 8 ,, TYPE 8-1 N45"22'26'W I 6. 6 I ' 8,, TYPE 8-1 t,=6' 28' 42' 188. 83' 21. 35' 8,, TYPE 8-1 LI= 6' 43' 03' 196. 83' 23. 08' 8,, TYPE 8-1 A=0"03'54" 6992. 00' 7. 93' 8,, TYPE B-1 PLAN: EL CAMINO REAL 40 20 0 40 IO 120 GRAPHIC SCALE I'= 40' C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G C&G 243 ~ ..... '< -.J -.J ' '< ?Ji:: bl '-.. ~ • I " 11'; ~QI ! 242 POINSETTIA LAt ~E SEE SHEfT NO. 6 I bl I I I EXISTI G i POINSEt,"IA L\NE / I • I I i I I 241 h + _j -,., . ! -; --' --l --- --!-- I _[ __ _ LOCATION: L ' I_ L. ····-( . j I .L NO. [I] w rn GJ ~ [§] [TI I]] [2J [@ OD [g] [ill [ill [ifil NO. CD CD CD !- . __ ,_ - i ' ' ' ... !-• iw -PRoF1iE; cutt· I --_j . -. -i - ! RE:TURN,. SCALE·• HORIZ. 1•'=40' · VERJ. ;1'=8' I i 13,6p' • -J. 17. • i -@ __ ,_ I ' ' ' ' ' ' I PROFILE~ CUR SCALE,• HORIZ., 1"=40' i ··-: ... , ... i 20' MV ! VER1. : I" sff'' ! -, FOR GRADING AND STORM DRAIN, SEE DWG. #397-2H, CURB DATA DELTA OR BRG. RADIUS LENGTH REMAh.'<S I!,= 15"42'33" 75. 00' 20. 56' 6" TYPE , G' C&G N46"21 '46"W 20.91' 6,, TYPE , G' C&G i!,=15"12'46" 75. 00' 19.91' 6" TYPE , G, C&G n= O" 29 '42" 6936. 32' 59. 94' 6 " TYPE 'G' C&G n= 15'0t '39" 75. 00' 19. 78' 6" TYPE 'G' C&G N 16 • 32 '03 "W 18.07' 6" TYPE , G' C&G n=/7'54'53" 75. 00' 23.45' 6 " TYPE , G., C&G n=89'20'56" 35.00' 54. 58' 6" TYPE , G, C&G n=91'31 '54" 35.00' 55.91' 6 " TYPE 'G, C&G n=1'57'53" 6988. 31' 239.65' 8,, TYPE 8-1 C&G I!,= 180'00'00" 2.00' 6.28' 8,, TYPE 8-1 C&G 11= 1°57'53'' 6992. 31' 239. 79' 8,, TYPE 8-1 C&G n= 180·00'00" 2.00' 6. 28' 8,, TYPE 8-1 C&G N60' 04 '00 "E 13.80' 6" AC BERM /!,= o· 24' 12" 6947. 32' 48.90' 8" TYPE B-1 C&G CENTERLINE DAT A DELTA OR BRG. RADIUS LENGTH REMARKS N29'00' 35"W 236.27' EXISTING CL n=1·00' 40" 7000. 32' 490.06' EXISTING CL N33'01 '16 "W 46. 12' EX !STING CL VALLECITOS WATER DISTRICT STA288•89 EC ON CE/1/TERUNE OF EL CAMINO REAL BY,a--&. ' i-- •• I - !- ! -!· ··+ --1-- --· , .-... ! .. ' .. .L L 1---·-------i f ! . +--- 1 ' ... _, ----r ••• f ----'-----! .. _ .L . ' CAUTION! I ' . ! . T ! -i ' 1-· - ' i ,_ LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. ENGINEER OF WORK i ,-. _) __ Y J. DEWITT R.C.E. 46579 DATE REVIEWED BY: V DATE W .N RECORD FROM: SAN DIEGO COUNTY VERTICAL CO/ITROL ~"7 PRESTON H. LEWIS, P.E. {n RS-/800,288•89 R.C.E. 45927, EXP. 12/02 / -9)J, -11/u/os ELEVATION: 311.407 M.S.L L4111¥--~ DA_T_E~ - DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL INS~CTOR IMPROIEMElff PL/lNS FOR, POINSET.,.IA LANE AT LA cos· A GREENS INTERSEr:r/ON OF EL CNIINO REN.. & FOINSFJTIA 1./lNE APPROVED: (JY , 46•<~~ CITY ENGIN R R... EXP. PROJECT NO. DRAWING NO. OWN BY:~-- CHKD BY: ~ RVWD BY: fe· CT99-03 397-2 I VWD 02-002 • \ 080103 A = = ~ ~ ~ ~ = ~ ~ ~ ~ ~: = ~ ~ ~i ~ ~ ~ hi ~ ~ • ~I -1 hi u_): -n: :r: ... , I ' ---• i .• ' ' ' ' .• ,,~.,~ + . (·· I ' ---j"" -1- -! - ' f _. l +-- FOR ST,RM -·--·- GR. ADIN /STORM I · •· ····', DRAIN Lf'!ROYEMENTS ' . ' .. . !:! '. ··-+· t· ---\---- ' '-··· i?~19F A;el A~x ¥*~Vt1f; PAYEt.£N . ·r -_I i j _ : _ ; ~AA ' ' I i -1 : ~ ('} ()1 ' l. I l j--.--l-+-......-:-------· !"" ' _I ' I ' ' ( .. ' ' I •. ·(- .. ") - . [_ --~-- I .. I ,-, .. ' L ' I i ' 1-- ,, . .'.. . ' . ., ___ , '. ' ' .,_ ,-J ..;,J -s:· \r..1 ~--· ,ct: 0 --,-., .. 0. ,O :. i:.t to -------\;0-· '~' ,. +S-···-jtj ~---· -I....J-· . -l .... L .• 1.,.,:. 11.J.J h. j__ .a.u !I'--l:L,J ,,,., :)! 0 0 gl~ ! .r ~ ,_ ..... -J ,C); : 0. 81 l2 ! I . ~ -J ~--9 ····: ' ,11-. ·:,-,1 lo 0 ·g:r~ ---1- µ_ .,,f_J--- ' ·(t)-- C!) ,. ""' .. ! llh -J ' -0 0 c:, ,,; . .i .. -~ 1,-_, ' C, 0 :-1'"' -----1~-~-- i , __ •·1•1 :• l -: 1 '·f' >.J "' to: to O r..p t.o: tr, O to r-,._: "'1 ; lC) ~ 'C\j, .I.CJ ---. -o ~ I'.... I'--~ tr) i: iii t. <!j 6 ,,_; ~ 'Ii ,;, -.: ·&, -.: ~: I'-.. i "t-t-s..... ...,..., k -"'•;'It K I'<): I'--. : f',j I¾ .-.-'1•r-~l\'__,~•~ ,rt __ ,, -- • 1 . -~ ~~ .. ,'. I LEF:.-:c:1.JRB ,. ' ' ••. f -i--~ ·; i-• ..... !1-i .l 1 , ..... ,-J i_lol '-'l'o 1 0 a:, ,o 1 . -· i . a:(.() •' f ll'li l!) C\JI 0 ..... ! ., .• ~.-") ... C\J' C\J "-<o • I ¼) :1..0 (j '(() ... 0) '0 ~:~ .i i ..... _, ' l.C : C\J i ··· L--t ---1- 1- ., ..... t .. ,.L ii-~- &!-~·· Q. <l\J I'<) oi C)I l,O 6 (,,0 , . Q_ ltl. o-: -LC) ;·?,-·--·,1r .:< I..O, C\J : _O) \0 i.n: I'.., h, .. LO .. ;.. ·>tt-"T""·· '(N r-..... i-., ...... +·. o:,; 0; ,., Q. , . ..,,, m I'<) t,...··: ihi t,.._ l'r)l t.(l C\I: C\J : C\J C\J l\J'. [\J i ~,- "' ',., . -j· "' .,-, .• ' ..... ..... i½ - "" "'jt ··~·"' :>;;<::, ---. l -. • ... !') -~-~ <O 0:, _:_IJ)_ ~ ' .... '. "-0:, '1'1')· ~ :C\l N ·"'i T ' ' -· ·! ----- ' . ·!·· 'RIG -,---- i ' ' ' ' i I . !"' r -i . TCURB ' .J .. I I I __ ,_,__ __ ,__ 1-?HA I ""-' I i ; , PRA ,- _i, --,- \. i. .. (_ - ---·+-.... ·!· -)-- ' ' -, ' .. ·i· . -·I ·:· -----: . --1- -"-·· ,. ' L --!-" 1·-· ' ·-7 . .!. , . PROFILE: !EL CAM~NO REAlJ. ... , . --1-- .l__ +- SCALE• :HOR I Z. J·=4of, ERT., 1"=8' ' •..••• 1 ' +. ! .. ' ' I L ' .j t '"1""' -. . -+ ---·· l. - - I ' ~ , '. ! i. , ' ---! -! ... ,,. --~-l, - ··! ' --·}· -L __ i i .. !. ..... t-••• ~ ' ' ,. f- i + ····1·· _,,. -../. ·l-· t· .. ' 1·· . ' 1 ---\ .. , . ' . ' ' ' -, ·'! ' ' ' -: -- \. .... L. --! -!-- I ' . ""'f i .. !-· -·--1'· .. .I. ·-.! ____ i i·-·--· ~ ···-. i·' . ' i ,. i : ., -...• -l,.. -+-- --+ - ' 1' ••• , • ,--- ----r-- ----1--. .-t···-···!-- __ ,_ i + -! ,, '. ·+ -+ ___ , I \. .... ---.~. .. ~ l--· i •--~ ·<·· . !'" ' 1----- ' ' ·! ·--j----, I .i...- l .. ,.,. ' I ' -· 1-- --·" ·I---.. J __ !.. --!" -J-. L ' ·--i r --+ --J __ i .. !---!.-. -i i ' ,_ . -~- ·-~ .. -r -----i l i j ( ,. • f• ·-! : I -1 -~>< -·-,- ' ·t i ' -: - j·· ' I 243 242 241 ?40 '33~, i ., ... "'"' _,., 2-138 -237 ---236 , I FOR GRADING AND STORM DRAIN, SEE DWG. #397-2H • CAUTION!! LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. I I, I I I I II j (~) j.' i <( 1 i 11 .,-, c w I I I j:: I I~ .......... "';Q<:,~ a:, I ', wt-::ot I I -.. cs~~<:, ~ I I I c::, "' ct: c::, :a; '-' / / U') I ' 1/ . I~~ I'-"'~ !l::[e ~' · · !1 ~ J J / •I 1 ~it' ~"'"" t"'"' Q. "'' ,./' I I -=-~ 1.-I ~o'. ::Ja::i (oh "'~~ ~ . I -~r11:1--t/ ;·,., ~ ll;!l:: -..\l! ?.., ... I I n,/ ~ J· . "' "'2 ,_, J <l:,'>r-~ ~-"''. ~ I I I o } r•"t {/ Q:: !l:: " " '< 0:, '-~• • "',, "' '-' "S,= '" --.1 -'.. I / I I \71 ~ -/ ~ i.., v,'-~ ., "' ,v'' ;, 1 ' ' ~. •• S>"<•~--~;; • ---I // // I \;/ ' I ,x , . ""' • ;"! ,:, f...: :i:: f...: ~ ~ "' " · er" ,""' ' " < , 'o -> > '", a o • , ~ ,;;7_· I 1,->c;~•• •' -o, 08"%" s o ~:~::_ . I a:::,r , ''<! '-,,, Q:: "' .:;j i:5 ~ __, ,._ 3 ,..., c::, '-' -~. ·-. _.1__ •~·' ·"' · _ ... ,,,ia o ~. ---~ . --.L_ ,.,_, }/ . " ., ~ !l:: V) ~~~=-· -: ~<Jc -~ / -----i!q_ --~·,__--J:;;.. _ .. ./ /(' -,_-. C ·I ·<s: :--:: ' --~//_ s I ,w·r ~ ,/,/ ,,,.,.------"_,._,./ --LJ.-------·-•--+., · _, ,--r:,r~ ~, ,-4t· ---:;;;:;;;;;;;:: '--.__ ,/ •"i"' •---.-.--+·--... T=·::---:···-------- :::!_,-_ --, _,OC'·' I • O •--•---i"~tr -----=--=·,,.L_~'-t-7----,,·-----5 -0 ----_____ '""lnr-c;,;:;:c------ ----r-=-.:.·-~ -.. ' ' ·-. a:----~·---. .;7/ ; I-.... ;'·:. I • --' w O -~--• ---=---*- ----------1 ... _ u:r('\I --···-- _,..,,,./' I r_,_,--'"_,.//_,. '-_, g . lg . ~ . ~ ~ ,.., I" (\J 0:, ,,·=,-.. ,/ '-;" 0 0 ,-.: . :z, . ; ~/'-' (\J 0:, "'"' ~ ,, .. 2 ~ V) e5 i::: C) ),.. 0:, ~ ' ~ ~I ~' (J :,._ ;-;; ~ 0:, c::, c.; ~~ "' to "'( "" !l:: • '-' ......... 0::,(..)1..(JCJ ~ C) ~Cl:-....1-.1 :,._ (\J 0:, Q. ~ ~ CC) • ,..,.... V) • (.'.) :;.; (\J Q:: ~ ~ e5 " ~ • c::, C) i::: ct: "" 8 Q. .... c::, • c., .... C) ~ ij,1 '< !l::' "'' ' ~1~ 'f. Q. "' ") .... "' -J -· .k',.,. \ •• (J - 3 . •-.=~)"~:-~ -~-·:."!tJa· --l-.. , --··-6 -;.1-=--=···· .. ·::;::--·•---- T·--··-• __ ..,__ --k·=' . ' .. _ -/ __ ,, ·" • ' ~ ._--_--=.£..: '1' -----r ;c:zi'~~--. J.--------"I ,ww·---, --.--·--1 1 m z 1 1 T-·---... _: __ , --. ' I ~I / ~ i,-()" ... ~ -~--i j -·---__ :--~ .----i---, ... __,,_ __ . --·~--~ "-•------~---.' - Klmley-Horn /'-\ "., I \I 'X I "'·"' I I --~ / i ........ c:J=~ and Associates, Inc. Enginet:wing, Plcnr"11f'IQ and Envlrornnentcl! Consultants 511 Fourth Avenue · Suite 30!-Son Di.ego. Co.·-92101 Tel: (619) 234·9411 Fax, (G!9l 234 .. 943:3 I I ~1 I 0 DRY UTILITIES TO BE DESIGNED PER SEPERATE PLAN. 40 !l:: ' g . --• "' ,,. . ~ '.l: ~li5 PLAN: EL CAMINO REAL 20 0 40 IO 12.0 GRAPHIC SCALE I'= 40' "-'-l,J "" ~ .... ..., CC) ..... ~~ 0 "' h'. !l:: . ~ C, --,... ") 'l' "'/'-' ~go: Lo-r JVJAP JOOb7 E~-r1sr l'Nc <oo, M S. C <!(' E4sEM?IVT ~! ;,,: ,._ CC)~ I-. '-> ;Q -J ...,"' ' 1-C :i:: C, "' c:, (J • CJ ,.., -,>-"' lo, ~ ~ .... "'' ~~ . ;:,; "'I a '.f I-. ~ c;; ~I :c:\r '-_, () C) !l:: • (o ~ ,.., <I: f...: "' .... I-. '-CC) • V) (o "-.... " "' <:, • <I: 0:, " 'l' i5 "" "-f... ct: ~~8 _,,.//.,-/ - c;; ..... 1.,, _," .., ' c::, g~ . ~...: • V) " ... ") '< / . "' ,/ O") ,.,.,..,..,, " ///I'--. 2 ~~ .,.,,_,,/ .,.,,,,.,,✓---_,.// .,..,,.,,.,,.,..,. .... .,., /,,,...,· 4 . ___ , ___ ---------- ·-----~•--> j' cc.~~-..:.-· Q ~- -2f7-ccc/!.c_-o,- -- G ... V) h'. V) ..., ~ ~ ~' !l:: .... I<: Q:: "" C)~ C) 1:1!! . 0) h'. • V) ........ M '<: . "' 0, :r i5 "-f... ~ ~ ~I Q:: ' ~ ' ~ ,,,, ____ _ 2' -]'. ' ~ CURB DATA ;VO. DELTA OR BRG. RADIUS LENGTH REAIARl(S I N33"0/'l6"W 222.63' 6"TYPE 'G' C&G 2 Ll= //' 28'42" 290. 00' 58. /0' 6'TYPE 'G' C&G 3 Ll= //"28'42' 3/0. 00' 62. I 0' 6'TYPE 'G' C&G [i] N33'0/' /6'W. 28. 87' 6'TYPE 'G' C&G [1] Ll=/79"00'00" 2. 00' 6. 28' 8' TYPE 8· I C&G ~ N33"0/ 'J6'W 253. 70' 8' TYPE 8-1 C&G Ul Ll=/2'44'22' 250.00' 55.59' 8" TYPE 8-/ C&G []) Ll=l2'53'36' I 400. 00' 90. 0 I ' 8' TYPE 8-I C&G [] N33'0/'!6"W 248.00' 8" TYPE 8· I C&G [iQ] Ll= I' 22' 46' /900.00' 45. 75' 8" TYPE 8· I C&G IJZ] Ll= /' l/'46' 5000.00' /04. 38' 8' TYPE 8-/ C&G CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD N33'0/'l6'W 514. 44' EXISITNG CL FROM 242+86. 77 TO 248+00. ~, ~~~f£SS10,f->" •? ~~ .---•. '1(~c,, r,,.,, V ----:: 'i'I f..:;t / \ if>\1 r ~ 1 1 TIL(l~Hi ,l~HN r.F111TT \ j] ~ Mo.1t~H ), f:;J t\ * \ Exp, 1::,,S\)O\~ , */ t\ ~ I ,, '1/: ~ CMl ,✓-;{ ~ / t,,,r.,._ ~-~ e..~,) ~ /I' d~'\"' 11 ~.,P!.U~~ ENGINEER OF WORK TJ1.lti1H1'J. DEWITT R.C.E. 46579 DATE BENCHMARK: VALLECITOS WATER DISTRICT 11AS BUil T11 ~U,flJ0 tol-u/4r DESCRIPTION:STANDARD STREET SUFWEY MONUMENT LOCATION: STA288•89 EC ON CENTERLINE OF El CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VEFrr!CAL CONTROL tt,e RS-/800, 288•89 ELEVATION: 311.407 MSl BY,a-{!? V 2--/1 (o, PRESTON H. LEWIS, P.E. DATE R.C.E. 45927, EXP. 12/02 R.C.E. 46S';>J EXP. <'./~ /c~ DATE REVIEWED BY: vw ~-Ca J..~ lffl: INSl"ECTOR DATE ~ CITY OF l:};,,.RlLSlBi\J[li I SHEETS I -t----t-------------+---+--+-----1----1 Li_J ENGINEERING DEPARTMENT 71 . DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL !I IMPROIEIIElff Pl.MS FOR, POINSETTIA LANE AT LA COSTA GREENS llffERSECTION OF EL CNIINO REN. & POINSETTIA /..NIE APPROVED: dY A Cu~~-;..,,;,<, !".-A CITY ENGNEER~C.E. . EXP. OWN BY: -=~- CHKD BY: ~ RVWD BY: _QI;:{. PROJELT NO. CT99-03 2J111ftJ D E DRAWING NO. 397-21 VWD 02-002 ~ i ;; " ~ " • e ! 0 t " " C ~ ~ \, ' ' \ / ·. ·1 ' ' 030603 I \n~ () -l :~ I ' i Cf1l~CPJPEPERC' Nll.5Jll.DWG.IN·34: WlfH FLANGE X PJ. EGIN CMLfC AT 118~.82 ENOCMLqC A B•05.D5 (MINJ Cl'fl'C PERAWWA C·e05. P OVIDE INSULATING BLANKET PER OLIVEJ HAI.N /YIUNICIPALWA1Ef! DISTRICT STD. DW/i F-'I 1NH EN THE DI STA NOE llETWEE.N MfTALLIC S RUCTURES /5 /B"DR LESS ------------ I I PROFILE: POINSETTIA LANE 'c rod.oo' N -2 •. 00% 0 T -7,00% P 13+15-00 268.28 i - ---• •• .l. -•r·•···-··-+--···< ······I-··-· -------· j._. I ___ J_ ·•--l-·-···• ... -.. ,-··-··---· ,. ____ J_ __ TOP. 0 RIGHT CURB EO~ALS OENTE, !NE FOR TOP ,F 'MEfJIAN CURB ELEV; -0. 41 ', F:ROM STA 9"+40;7, TO FROM:9+JO 00 TO 14+66,25.-· ....._~S:.:,T.,.A _1'-'r+o""in""· .'-'n""--n...,._, SE £....,.s,_,..H.,_T...;4'-''---,-+-...;..J' · ::::::::::::;==::;:=s=E:l:::S::rt=T ';:::2:;:; :::;::::;::::::;;::;;::;~ -T-OP-IJ/i ME/JlAM C RB EQUALS ,C£NT&RL "i!NE .: ...... ' EtEV. +o. 49' OR 18' WU},£ MEqIAN · · FROM 14-"' i<.25 TO: 15+0&;· ,-. ' ' - -; I-I , E{CALE":HD{lJ .: 1;"•4D' VERI1t••~13•, __ , , '. j ' -j• -•••.•••• ' . -1----• ' I SCALE• HOR1z. 1"=~0·. VERT. 1"=.e· • \, =~:__,_ __ ~ ____ • ___ _J_. -•-•--·--•-• -~---· _• --•--~---••-•~-,•---------~-~--•~•~----~.~~-•-•••--·•--•-~•,•-•-•~----=---•-• -~--~-_,..._, _________ , ___ ·_• __ ~~-------------~•-·· __ , __ •' ----------•--~-s~~~•-----~~~,~~-,_~-~_>, ,·,· •---~~---•··--•• ~L~~=------~•---~_-••• __ • _: _• ~-•-- - - --+- ' ,- ' ' ' -. j ... ' -----; -. ---1 ' 7 ------. ___ , ' 9 APN 2J5~02~01 10 I I 12 13 14 I I- 15 16 CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD N58• 30' 38 "E 115.72' CD 1400.00' 531.06' CURB DATA !VO. OELTA OR BRG. RAO/US LE!VGT/i REA/ARKS [ZJ N58'30'JB'E 28. 98' 6 "TYPE 'G' C&G ,1=21"44'35' I 359. 00' 515. 72' 6"TYPE 'G' C&G Q] N58'30'38'E 13. 72' 6"TYPE 'G' C&G 8J ,1=2/'~J'33' 1441. 00' 546.41' 6"TYPE 'G' C&G ,1= I 78' 48' 39' 2. 00' 6. 24' 8 "TYPE 8-I C&G N58'J0'38'E 36. 34' 8"TYPE 8-J C&G ,1= 14'22'59' I 408. 00' J5J. 46' 8 "TYPE 8-1 C&G ,1=/6'57'13' 300. 00' 88. 77' 8"TYPE 8-l C&G I]] [IQ] ,1= ll't10'54' JOO. 00' ,1=/'24'5/' /391.00' 57. 67' 8"TYPr 8-I C&G f------+--- 34.33' 8"TYPE b-I C&G N58'30'38'E J6. 10' 8"TYPE 8-1 C&G ,1=/4°46'JJ' 1412. 00' 364. 14' 8"TYPE 8-1 C&G ,1=7'16'28' 1350.00' 17/, 40' 8"TYPE 8-1 C&G FOR GRADING AND STOR~ DRAIN, CAUTIONII SEE DWG. #397-2H. LOCATION llF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIE:D BY CONTRACTOR PRIOR TO CONSTRL'CTION. RECLAIMED WATER DATA_ (C. =1.W=.D=J====I NO. DELTA OR BRG. RADIUS LENGTH REMARKS (D N58"30'38'E 154.89' 1 "PVC /CL 150) (I) N31"29'22'W 58.00' t'' PVC (CL 150! G) Li=21"43'36' 1436.00' 544,54' 8" PVC /CL 150! ALL RECLAIMED WATER LINES ARE IN ZONE 384 WATER DAT A (C.M.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS -I N58°30'38"E 175.10' 16" PVC (C905 CL 165 l-3'E::--t-'---'---=---=---=---=-~--1---+--'-- 2 NJ6°00'38"E 3).36' 16" PVC /C905 CL 165 3 N58°30'38"E 15. 72' 16" PVC IC905 CL 165 4 t,=21"43'43" 1426.00' 540. 79' 16" PVC /C905 CL 165 _ __J ____ --'----------~ ALL WATERLINES ARE ZONE .:,75 h (. ")._ ~VJ. DEWITT ( R.C.E, 46579 DATE BENCHMARK: VALLECITOS WATER DISTRICT 11 AS BUil T11 DESCRIPTI0N:STANDARO STREET SURVEY MONUMENT LOCATION: STA2.8B•89 EC ON CENTERUNE OF EL CAMINO REAL ~ ~//.L..Q, /o/c.,/4!' /Q_ V ..--;?' / R~; ~(3<:.(o, DATE ~B~Y=~~~-'-?z__, ___ , __ ~ _____ "3~/~1u..bc--.,;, 1-,R=E-v=1E-w=E□-B-Y-, ------.---,-v""w"'D,...,,,DW""G""" . ..,.N"'o--1 RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-1800,2.88•89 ELEVATION: J/1.407 AI.S.L ~ PRESTON H. LEWIS, P.E. R.C.E. 45927, EXP. 12/02 DATE C..... S.C..-./, , 11/v,/os INSl;tCTOR DA TE L--+---+--------------+---+---+---+--~I SH6EET I CI1'Y OF CARLSBAD~ ~ ENGINEERING DEPARTMENT LiLJ :==='..:::::========::::::..::=~ IMPR<NEMENT PLANS FORi POINSETTIA LANE AT l.4. COSTA GREENS EL CAMINO REAL TO STA l5'00lJO VWD 02-002 \ i . 030603 : 122205 ' . ·. ' ---+ ,---- ' l + i l -- -j-- ' I ----t---- --i -- i ' _ _,_ "---- ! ---- - --+----------' ' I -' ' i ' ' 1--, ---l I -I ,- 1 : i ! ! ! ! TP! 2'1;9, $5 · ----r,o[24?: ~;, i I • --~----,--- Q- ---!-.a· + ---i ----1-----1 JJ') .+- ! __ , --,---+ ----+ ----!--- j ___ _ I ---j I -------__ , ___ , -,-- -i I I , , 1 V4' 7D0,,0Qi' ' i -+ --i ---t ----j-- \ i "'-1-, ,, ---,---... ---,------ ' ' ' ' "'h i ' ----+ i ---+- ' ---+-- ------+-- -------r- -----+- --1 -r - I -: ---I--- --+ ' --+ I --f- ' \-- ' I ' ' ·t --r- ' ' -l-------i ---1---- ' -_!_ __ _ I ! : I ! --'--t:-±i--L, L ! I l , ---i_~i . : I :-·i··-· I~+,- ' ' ! : -! ----, ---+ ___ [_ ' ,--- ' I i I __ j_ __ ! 1 --) __ _ ! ' ' --' -- _J__ Ii :Z.23.$3 i /9.t 9,'19 ' i ~9r52,44 _________ 1 I __ 1 :Z /. '?I , tczz ;92 , , rf"'~P.9 • It------~=-----4..1 c... ! ,;,J .2. /. ~ i ---/00-.-eQ-' ---L , N ;_7, OOrt ' V T l'--5. 60¾ -, P 1 +/ 5, oo -e----- . 226.28' ' t r -+----- i +--_J __ ' ' ,_ ----r-~ - LEFT C i ------1----- ' I + -+ RB : --ri ----r--.l. - ' TP 1208. i - -_;_ __ _ ' I -r - ' --:rrr ----1--~-- - - -f--- ! --t ---l ----;----- --·• ' I ' ' i ' --I -----1 j , ... ' -f - --1----- ' ' ' ··i ' ___ ; ______ , ___ ---~--------[ --;_ i i - -1- i FORi TOP OF ,RI HT M[D/ANi Cl)RBi . -!fRO/,t tsmo Jo 1 +87. ao. -ser SH,. 21 ---t -ipotf-~/JP; MED I:AN CU,f?a-i , FROM 19-08 94_ TQ 21+$0 i -j-' --SEEDET IL A 'SHT.J , .. --------'----1----i-' ---.'-,i.... .... ....:.-..J ' j__ -1----+---<---- 1-- I J --L_ -, ' -I - ! -' __ , --- I ! ' -t---r-- __ _: --"-----'----_, _____ _ ··i C£,NTERLl'NE ELt;;,I. -0.4/'[UNLES~ __ fJ-Tt!EflWl1E SMONM. I I --T - -' -1----------;- --1 ---i -- --f--- -l i ' i l ---t--- -+-------,--- -+- ' - -f -~---- r-+---l ' ---+----~ -___ _,__ i ' ' -__ , --i--- t ---1 --'---" ----,-- 1 ' I ' ' ----< I -l_ ,- 1 -__ ,_ - -T ' -------:---- i I I I -----t-··-TP l207, 2 --___ j_ ---[_ ' I NO. CD CD CD -' 15 CENTERLINE DAT A DELTA OR BRG. RADIUS LENGTH 11= 3"16'22" 1400.00' 79,97' N33"30'13"E 107.25' 11= 18"56'25" 1400.00' 462.80' 0 0 + --0 LO w w <f) ..J \ \ I REMARKS 16 PROPOSED DRAINAGE EASEMENT ,._ "' <.0 . "' c:, "' 17 ..J Cl 1-- Q_ l,J ..J l,J ..J (._) cc <( co>-->--V, \/1 t-z ..J -• ..J t-<( 0 "',._ "' + V) + i..oZ "° ....... ~--- 18 APN 2Js~o2~07 "' c:, "' h c:, . co "' ..J '-< ~ . ::,. • Cl: <( ci ci ""ai ai ... "'"'" ' ' ' "J-- APN 2JS-02-07 19 41.0',RT TP-2/2.99 PLUG WATER ' I I I 21 CURB 22 ,VO. IT] ~ Q] [il rn [£] []] [ill I]) @] [7iJ [g] @I [HJ @] [@ cm [@ @] ~ CURB OATA DELTA OR BRG. RADIUS LENGTH Ll=3" /5'50' I 359. 00' 77. 42' 6 ,, N33° 30' l3'E 107. 25' 6 ,, Ll=l8"56'25' 1441.00' 476. 35' 6 ,, Ll=J" /6'52' 1441.00' 82.52' 6" N33"30' /3'E 107. 25' 6 ,, /F/2°/0'47' I 359. 00' 288. 89' 6,, Ll=5"24'04' /359. 00' I 28. I I ' Ll=/"21'34' 1359.00' 32.24' 6 ,, Ll=3'/6'15" /391.00' 79. 41 ' 8,, N33'30' /3'E 107.25' 8,, Ll=/1'05'23' 1409.00' 272. 71' 8,, Ll=6°49' 18' 400. 00' 4 7. 62' 8,, LI= 175°05'08' 8. 00' 24. 45' 8,, LI= 172" 22' 26' 2. 50' 7. 52' 8,, Ll=2" l2'35' /399.00' 53.95' 8 ,, Ll= 4' 17' 39' /350.00' IOI. /8' 8 ,, N32"09'58'E 54.29' 8 ,, Ll=/4"20'04' 1391. 00' 348.00' 8,, LI= 5' 46' 39' 450. 00' 45.38' 8,, L\=0'21'40' /39/. 00' 8. 77' 8 ,, ' -j - REVARl<S TYPE , G, C&G TYPE , G, C&G TYPE , G, C&G TYPE , G, C&G TYPE , G, C&G TYPE , G, C&G 6 11 AC BERM TYPE , G, C&G TYPE 8-1 C&G TYPE 8-1 C&G TYPE 8 1 C&G TYPE 8-1 C&G TYPE B-1 C&G TYPE B-1 C&G TYPE B-1 C&G TYPE 8-1 C&G TYPE 8-1 C&G TYPE 8-1 C&G TYPE 8-1 C&G TYPE 8-1 C&G --i FOR GRADING AND STORM DRAIN, CAUTIONII SEE DWG. #397-2H, LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, RECLAIMED WATER DATA (C.M.W.DJ DELTA OR BRG. RADIUS LENGTH REMARKS 11=18"56'25" 1364.00' 450.90' 8" PVC (CL 1501 N33"30'13"E 107.25' 8" PVC (CL 150! 11=3°16'48" 1436.00' 82.21' 8" PVC (CL 150! {5. 00 "I WATER DATA (C.M.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS 11=3"24'06" 1374,00' 81.58' 16" PVC (C905 CL 1651 2 n~1s 0 J2'19 ✓✓ 1374,00' 372,63' 16" PVC ( C905 CL 165 ! 3 N33°30'13"E 107.25' 16" PVC ( C905 CL 165 J 4 11=3"16'41" 1426.00' 81. 59' 16" PVC (C905 CL 1651 5 N35"15'47"W 15. 08' 10" PVC (CL 150) ALL WATERLINES ARE ZONE 375 03 DEWITT R.C.E. 46579 DATE BENCHMARK: DESCRIPTION:STANDARD STREET SURVEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL RS-1800. 288•89 ELEVATION: 311.407 M.SL VALLECITOS WATER DISTRICT R.C.E. ___ _ EXF. ___ _ DA1"E 2-2.•-•J REVIEWED BY: V RESTON H. LEWIS, P.E. DATE R.C.E. 45927, EXP. 12/02 INSPECTOR DATE APPROVED: &r , Kimley-Horn PLAN: POINSETTIA LANE 4&e+:rr d~vv~ ,era and Associates, Inc. c1rY ENGINEEV R.c.~ EXP. Engineering, Planning and EnvlronmentalCansultants 40 20 0 40 80 l20 OWN BY:____ PROJECT NO. -·1 □3RA9w71N_G 2No1. 517 Fourth Avenue -Suite 301-San Olega, Ca. -92101 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _ __,_ CT99 03 Tel: 16191 234-9411 · Fax: 16191 234-9433 GRAPHIC SCALE I'= 40' ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RYWD BY: ~ -L.::...:.:~....:.::....::~--------~~~~------------~~====~~~~~~~~~~~~~~ i ! • • VWD 02-002 / ,030603 100803 _j__ - 1---'---- - --1-- +-'-- I I l ---r I ___ l -- ' ! ----1 --·t I I +--- I --~•-----!- ! -I ------- ' 1 ! ____ , __ -+---L..- --+----+-- ' -l ----~ -- ' 1 I j- ,J i I 21 -j. - I ' ) - - I - ' ' _[_ __ _ ----1----r ---' ----r- j__ ---i I --+- ' , __ ----~ --t----------i----~-- --__ j_ -_____ , -- -! I _,_ - -.c-- 22 \ ' ---1-- i -1--- -!-- ' -j-----1-- \ -J ' --- --!-- ' i ! i -, ·----~-----l-, ---i---- IGf NA~ fROONQ 111 if. - ' ' ' ' ---+----[ ____ _ 23 -f - ' ,- 24 ~ -J c:, "' "' ---:__ - --i-- c:, c:, 'l' ~ l.> " "' c:, -J ..., . " 2~ -1---1 i i URB ' .. ' . - - __ l_ ---- -_,__ ' (RE LAIM DJ ( 84 Z NE! ! ',-_j __ ztW-i _ I ""'I"'-i , ' ' -,----<--+-' ' ! -----:-- ' f -_:__ ___ ----+-- ! ' ---------' ----·------1- ! ---+ -!--T ...,_J i I.Lil r:cn s) ' ..... ~: -1--- -,-- ---I +--- i -1---- __ , __ ------'---i ! - -\-----j--- -----r------ -j i : ' ---~ ---1 ' i -' I ' ! I---- ' I -_J J_ -1- _, - ! -l --<---' ------+-- -1· _j_ i -J ______ , __ ! ! -1-- ' I 1--- l -,- l --- I -r:=F::::OR::-::$::Tc:'OR::::M,.,...,,D""""A.,.,I 1,-::S,::E.,,.!,E --,- GRAD I NG/STORM I -i--.l·---~-----l-- 1 I , i --i -i ---. ' -_l._ -~- ---t-- --------,---- ' I ' _j_ __ ' --j_ ---i -- --: - -;----+- ----~---~ ---+------;------1--- - ---(-- -l __ ; ____ 4 ____ J _____ ~----+---_! ____ , ___ + ' i --< - -- -'_ ---i- i---l- i i-j'- ' --- -----r---+ - --+--- i . , ----_L i--_,_ -t-·--+- ' -+-_J__ i I_ , J : ' - ' ' ' -7 I ----4--- _, __ _ ' ! -----L --4--' ! ! --..__~ --!----.i --1-----______ j --------}------! - -' -)_____ T _______ J_ _ ___ j __ t---------~ ----------, 25 I .___ ----' I " I ----'"--, , I ! ........ _~----'1 ' ' ... i l :--- ----1---i---1-------, ---1--- , 26 i ·t:::_--=1-----_, __ I : -"-r--- i -,----, ' 1 i · r-· --1 I - -,-- ' I -_[__ --!---- ! ' +-- 27 ---------- ---1 --_.;_ ____ _; - , TP 170)39_ --;--· -----• ------r-----7--r- TP I69B9 1-----i I-- I _, -_, __ --'------ 28 ' - - -J_ ! i _[___ J ---+-- - -.l _, ----r ---+- CENTERLINE OAT A #0. OELT A OR BRG. RAO/US LE#GTII CD 1J~22· 33' 31 • 1400. 00' 551. 21' CURB DATA NO. DELTA OR BRG. RADIUS LENGTH [D ll= 22' 3 3' 3 I " 1441.00' 567.35' [I] ll=22'33'31' 1359.00' 535. 07' CT] ll= 7' 53' 52" 1399.00' 192.84' 0 ll=7'31'25" 350.00' 45.96' [§] ll=l2"29'19" 350.00' 76.29' [§] ll=9"41'45" 1409.00' 238. 43' [I] ll=22'33'31' 1391.00' 547. 67' BENCHMARK: t -____ L --~----r ' ! REl,IARl(S REMARKS 6" TYPE , G, 6" TYPE , G, 8" TYPE 8-1 8" TYPE B-1 8" TYPE B-1 8" TYPE B-1 8 " TYPE B-1 C&G C&G C&G C&G C&G C&G C&G ----y--- -------L-, ' i - ' ! ----l------1--- I - - ' __ j j I ! ---'------!---_J___ ' ! I ' FOR GRADING ANO STORM DRAIN, SEE DWG. #397-2H, CAUTION! I LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, RECLAIAIEO WATER OATA (C.AI.W.0) #0. DELTA OR BRG. RAO/US LE#GTH REUARl(S (i) !J=22'33'3I' 1364. 00' 537. 04' 8" PVC (CL 1501 ALL RECLAIMED WATER LINES ARE IN ZONE 3848" PVC (CL 150! WATER OATA (C.AI.W.0) #0. OELT A OR BRG. RAO/US LE#GTH REUARl(S ( /J !J=22' 33' 3 I' 1374. 00' 540. 97' 16" PVC (C905 CL 165 i ALL WATERLINES ARE ZONE 375 o.3 R.C.E. 46579 DATE VALLECITOS WATER DISTRICT DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: ST A. 288•89 EC ON CE.NTERUNE OF EL CAMINO RE.l>L RECORD FROM: SAN DIEGO COUNTY VEffT/Cl>L COIITROL ELEVATION: 7·30·03 l<lffl RS-I800, 288•89 311.407 M.S.L € /St REVIEWED BY: V RESTON H. LEWIS, P.E. R.C.E. 45927, EXP. 12/02 DATE A.I> C & ■, ,1,,1,s NW ECTOR DA TE ~ c:i'r it OF c:A RH,SBi1._D I sHEETs I 1---+--+---------------+-----l--__::,,.,l!_ _ _j__ _ __J ~ ENGINEERING DEPARTMENT 71 i-------t---+----------------+-----1--+---l----l IMPR<NE.IIENT PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS sr A. 2r!!i(JIJO TO C•50IJO APPROVED: Kimley-Horn PLAN: POINSETTIA LANE ,-,t,,./~ w-d~~ .F,~ andAssociates,lnc. ciTYENGiNtER iic.E. EXP. Engineering, Planning and Environmental Consultants 40 20 D 40 80 120 OWN BY: PROJECT NO. DRAWING NO. 517 Fourth Avenue -Suite 301-San Diego, Ca.-9210! DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY,-,,-o.1--CT99 03 397-2] L.:T:•::.I: _1:6::19:_J 2::3:4.:.-9:.:4:11 _ _:F~a::x:._, _:l:61:91'._'.2'.:'.3:4:_:-9:4:.33~--------------------------------~G~R~A!P!H~IC~~S~C~A~L~E:_!1'~=~4~O~'------------_:_ __________________________________ !:;:EN:G:IN:EE~R~O~F~W~O~R~K ~====~~~~~~~~~~~==~~O~TH~E~R~AP~P~R~O~VA;L~~C~IT~Y=A~P~P~R~OV~A;L:;!:~R~V~W~D~B~Y~: ~'-~~~~~==~~~~-~~=~~~~~~:!J t VWD 02-002 ~00803 , f i__ !- !---- !VO. CD CD CD EL 175.39 TP ((0.89 -l-TP !~9.$ : ' ' ! ; CX) -' ·---6 --·, -;z L~ -' l.41-; 'W Jt ;u, DELTA OR BRG. RADIUS N75•00'09'E ,l= I 3" 35' 02" N6/ • 25' 07' E 1400. oo· • ..... coo ·+ 0 "' z"' ,_ . fJ.J ~ fJ.J Cl) ::c Cl) fJ.J tfjz Cl) ::::J ::c ~ I I I Kimley-Hom and Associates, Inc. i____ LENGTH 246. 79• 33 I. 92' 120. 08' I Enqfneer-1ng, Planning and En,.:l'r·oomento! Consultants srr fourth Avenue -Sulte :!Oi-Snn Diego, Co. -921ot Tel: (619) 234-91111 F<Jx·~ {Gi9) 234-943:1 -· ·· -T-,o/PtA-·'4"--0. \-- S_TA _[27?-6 ._66 . t'o'); ;_ .o. JJ). ,; . l' ~: ·co--<..0··( ;C\i-i_ -j-- RE41ARKS ·•--,,",, -. . -----j8'~\-- -]' . ' -I -----1---.._ ' ... -···-· ....... , """ \-- 1 ' __ j ' ' ,, :, ' ' ' ' ' ' ORIGIN~L:GR UND <P £ ---i --- ' ' -·-: ! i : ' : F/NJSHGRADE@ q_ . l ... ---·-' ' ' ·--'- _j i I : ii,-____ ( _____ ; __ __! ___ ; ... ,.;_,, __ : ________ J. _____ ~ ___ J., ... ! PROFILEl POI _ SETTIA LANEi NO PELTAMB~ RA?f(JS LJ;NGrH l,:::::::+;:::::j::==:==::;:::=::==lr===:::::::::t::::::::::=:::::::::t==;:::;::;:=+:~- ~4.t:.,,,_,• Oc__'.:_:l'lc_':.:1'_''~-+'-=3..:.7.:::9·.::0.::O_' -+-5.=-:..c70:..'_+--':.:2~"_,D:::;l?'----"(C:.:L:..·350=)~,it N,r i.so1• 12.aos · rz" 1J1P CCJ.-'JSO)' * f1E.M/!RK5 NJO"OO'S'f• W 78.0I' · 12' 0/P(CL-JSO) - * NOTE: THE 12" DIP RECLAIMED WATER FORCE MAIN AND DIP SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & PDLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26. ==---- --9 -- Pl 34f/B,. 00 125.413 , - ' ' I --I - URB -·-l ·-,I .. , .. TOA-OF kt GHf Ji_i. f r:ii#B EQUALS CEN,TERL IN L&V. -Q. 41 ,UN ESS OTHERWISE SHO,WN, ··-, ' : ! • ,·----- 1 - i ... L i- --r .L ---t-----f-- 1 I --+--+ ---~ -! .. j .... __ .,t __ I "'"I '" r--· ---+ ------ •••• I I , I t·-:· t--- ' ' -' ---..;..... ___ 1-- -i - --1--· J_ ' LENGTH 6 ., TYPE , G • C&G 6 ., TYPE • G • C&G [Ij N61•z5•07•E 120.08' 6 " TYPE 'G' C &G EX Is TI NG 20 • ESMT. I V. w. DI -=-;;;;;;;:;;;,, t--G]ae4aa-+N_75_·_o_o_·_o_9_' E--+----+-2_4_6._79_'_r6_"_T_YP_E__,'_G_' _c_&_G-; PER DEED REC 1/27/69 -@] ll=/3°35'02" 1441.00' 341.64' 6" TYPE 'G' C&G F /P#15564 O. R. t-·r71a:6aa-+N-6_/_•_2_5_•_0_7_• E--+----+-l-2_0_0_8_'_t--6~ .. -T~YP~E-'~G~' -C~&-G-; 1 :C" PVC FORCE MA IN I CARLSBAD! t--e=l."clea--+--------+-----+--·---+---------< TO REMAIN---------~ [II N75"00'09'£ 246. 79' 8" TYPE 8-1 C&G 1 o' SEWER ESMT. 1 CMWD 1 "-2,,, 1-1 \ "' :::-t--e=[]]ea--+--,i-=-,-3-• 3-5-• o-2-.----+-,-3-9-, _-o_o_•-,-3_2_9 ___ 7_9_•,_.,c-8-.. -T-YP_E_B ___ 1_c_&_G.,. PER DEED DATED 2/13/98 't'1 " ':' ----- DOC# 1998-0077512 10' , I II ----t--[.'illae9aa-+N_6_1_"_2_5_'_0_7_'E_-+----+-'-2_0._0_8_'_t--8_"_T_YP_E_B_-_1_C_&_G-; EXISTING 12" D.I.P. /V.W.D! 1 \'. 1 \ 1 10' EXISTil'.G 10' ESMT./V,W.D! [!Q\ N75•00'09'E 246. 79• 8" TYPE 8-1 C&G 2 TO REMAIN '", ,, I 1>i I \ '1 IND RECORD! H==f-+-------+------1-----+--------, ,_ 1 I \1 I \''11 .,,--EXISTING 20" SEWER rv.w.01 [II ,l=/3"35'02" 1409.00' 334.05' 8" TYPE 8-1 C&G ~ ! ~ lg ~ , . 1, " \ 1' i~"!!'ftJ~jA_i~NDON PER =~=1z:===N6=t=•=2=5=•=0=7=• £==============/=2=0-=0=8=•===8=,,==T=YP=E==B=-=1=C=&=G= c:, ~~ ~~, c,• Si ~-i••. I , \~EXJ<;TTNC 16" TECH/TE SEWER /V.W.O! ~ --1 ~ 1$ ¼i ~: ;;r; g, _ , ' ',....,-'(; \ REMOVE/ABANDON PER OWG #397-2H §9..k~ ,:.:/"':<! -.i;1 \I f..'. .... ~ ~-~t IC~ I I I I :i: '< ~::,. ~i ~lf~,t!\-~\I 1 -."·_l_--;JJ~--~ '" _ ~~~ai;1 (S: V, ,--11 :i: .s'. -- RECLA/A/ED WATER DATA (C.AI.W.0) #0. DELTA OR BRG. RADIUS LE!VGTII RE41ARKS (j) N75' 00' 09' E 246. 79' 8" PVC /CL 150) 0 ,1= 13" 35' 02' 1436.00' 340. 45' 8" PVC !CL 150) \.J~j~~~\!tb~ ,.._\ ml\R'\--~-<.:, -~70 ~~ljj~1u~1:1~., ~_11j__.:.1--~-c:,--' ~ "i::,; o:::~ ~ Q.c:9-"1.1 I\ ~ .a:: ~ \'.: 0 O ~!\j lg~~~~_;:l ~·' -1 ;. µ,-. f-.-~c:;, '.c> ",q'+ ,-ALL CMWD RECLAIMED WATER LINES ARE IN ZONE 384 ~"' "'-•~~ . . l Vl~ C\J ;'<~ -"' , . • I "--ll.';;s..__~- d ': () (l) N6/ • 25'07"E 120. 08' 8" PVC ! CL 150) <t:Z ~ 1-w LU LUJ: z fj) ---' LU WATER DATA (C.AI.W.0) NO. DELTA OR BRG. RADIUS LENGTH REVARKS I i} N75"00'09'E 246. 79 • 16" PVC /C905 12] ,l= 13" 35'02' 1426.00' 338.08' 16" PVC IC905 I 31 N61"25'07"E 120.08' 16" PVC IC905 ALL WATERLINES ARE ZONE 375 ' ,' --l---·~ -\-- ' ·• -.... .L . FOR GRADING AND STORM DRAIN, SEE DWG. #397-2H, CAUTION 11 LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, CL CL CL r; 3, 6 I ,__ __ 6'5" TYPICAL BOTH SIDES_ t---------6/oll•--------, EOUA&r.--hEOUA~QUA SPACING I SPACING I SPACING 3," STE£ ROD 2 .. 2% 6., 1/8 ELD 12" OF 1,/' PROOF COIL GALVANIZED STEEL CHAIN GAL V STEEL 2" SCH 40 P'PE 4 .. ~< STEEL GATE DET1\ll fp,;;~--'-NOT TO SCALE CONG FOOTING 520C-2500 165) ENGINEER OF WORK 165) 165) ' J:LU --u fj) -;ec -._ 8 ·,·_ ------:i.:.J1-cv DEWITT WATER DISTRICT R.C.E, 46579 0 AS BUil T11 VALLECITOS DATE II - ....,._ PLAN: POINSETTIA LANE 40 20 0 IO l20 GRAPHIC SCALE I'= 40' i i .;;::::: _'< BENCHMARK: :'2;: DESCRIPTION:ST<NDARD STREET SUFNEY MONUMENT " __, \ LOCATION: STA2.88•89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL cc«( RS-/800, 2.88•89 ELEVAT[ON: 311.407 MSJ. 5'//,J/aJ /FHA REVISE[) 11." RCW {V.W.Dl 7- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ,q f) --7 / '~~a "":;;s =BY""~---~~(;/~--__ ,#p( ___ __,,e:,,"'-'-(_._z-1.'b.,,:,,, l--::R"'E"'v1"'Ew"'E'""D,...,,,BY"",-------r--cv""w,,.....,""w"'G,... N"'os-1 PRESTON H. LEWIS, P.E. DATE R.C.E. 45927, EXP. 12/02 DATE INtTIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL INSP CTOR DATE SHEET 9 l'lT'Y' OJF Ci~ .. RLSBAD I SHEETS I ENGINEERING DEPARTMENT 71 IMPROIEME/ff PLANS FORt POINSET··1A LANE AT LA COSTA GREENS SfAl!T-!fOJJO TO :s4'00IJO APPROVED:$,1'.' • 4.( ~ ~~ &"-CITY ENGIN R R.C~ EXP DWN BY, CH K D 8 Y ,~~c-c--- RV WD BY: 2,w PROJECT NO. CT99-03 DRAWING NO. 397-2 I VWD 02-002 , 030603 1 '080103 ! 100803 .L i NO. CD CD CD > _([, .. -' ' ' ' --1 TP TIP l - 126.09 125, 09 34 35 CENTERLINE DAT A DELTA OR BRG. N61'25'07"£ 6.=0°51 155 11 N60" 33' 12 "E RADIUS LENGTH REMARKS 5/9.37' 1500-00' 22.65' 0 0 + 57.98' -------------...__ F~/ __ -----.... ___ ____ -------------~ .-·- I lP' PEDESTRIAN ACCESS EASEMENT! I °' '-.::I" 'Pl 34+15. 00 ' 125--48 . -1 I 1-- L ..• 36 • (V) 0 . z~ '' ' > ,.-,: ·.-.... ··· --: ,. -.•· ·IICI' ..... -'.,.·.·-·..,.... ........ -... --.·.. < --.•··•·-. . ..·... • .... ,.;..;,,-i..· .. · ................ - < . > >~ / . -.,·.·· -. -; ' ; ' I-(/) w Ww Iz (/) -w w (/) Kimley-Hom ....I I u t-: ~, and Associates, Inc. -r Engineer-ino, Planning Gnd Erwlr-onrrsetrtnt Consul tents 517 Foucth Avenue -Suite 3'Ji -Son Diego, Co. · 92101 Tel: (619J 234-9'1!! Fox~ (6-9) 234-9433 -•.• 1 -•• ' .. "'' --! -i . . ... ,.. ' :;-,--'.-,-~ --+-- .,,-",.., I -:-"t°.~ ,, ·, ··"-· ' 37 R()N PER vwu :,1 '" \ PLAN: POINSETTIA LANE 40 20 0 l20 GRAPHIC SCALE I'= 40' ·-'--·-i --, -- ' I : , •. , .. 1 IAiLANE 39 EXISTING SEWER ESMT. _,(CMWD!PER DOC #0605498 DATED 12-1-,;_97 •50.oo ~__...::c---Flt. J[l{\ ---~, ~ • -C •.-•,; - -i -- ·'·· --- .. i ' !-1---., .. 40 w w (/) ---, . ._ .. )..," ., .. ' CURB DATA NO. DELTA OR BRG. R,4/J/1/S LENGTH [2J N6/'25'07'£ 519.37' 0 /J=0'51'55' 1459. 00' 22.03' [II N60" 33' l2"E 57. 98' 8] N6/'25'07'E 519.37' [l] /J=O" 5/ '55' 1541.00' 23. 27' [§] N60"33' l2'E 57. 98' [11 N6/'25'07'E 519.37' []] /J=0"5/'55" 1491.00' 22. 51' [ill N60"33' i2'E 57. 98' @I N6I' 25'07'E 420,42' Iii] /J=8'55'06' 425. 00' 66. 15' ~ /J=8'03' 12' 425. 00' 59. 74' @I N60' 33' 12' E -54. 20' WATER DAT A (C.M.W.D) NO. OELT A OR BRG, RADIUS LENGTH /-. N60'33'12"E 57.98' I 2 t.=0'51 '55" 1526.00' 23.04' 3. N61'25'07"E 519.37' --l • •• I ·•-I - -,_ -- · ffv?F Z:~1f/bWf_fsf~i1Hf~~1~fi§ ~ii~if[Nt ...,.-,-+-----,-~--+·----•'--.;.·_,....+-_....,_..., _: ---j RE!IIARl<S 6' TYPE , G' C&G 6' TYPE , G' C&G 6" TYPE , G' C&G 6' TYPE , G, C&G 6' TYPE , G' C&G 6' TYPE , G, C&G 8' TYPE 8-1 C&G 8' TYPE 8-1 C&G 8'TYPEB-I C&G 8' TYPE 8-1 C&G 8' TYPE 8-1 C&G 8' TYPE 8-/ C&G 8' TYPE 8-1 C&G REMARKS 16" PVC IC905 CL 165! 16" PVC /C905 CL 165) 16" PVC (C905 CL 165 J ! . ,. ---t r ' . . f· --~-- i ' ; ! ••••••• "''"j"" ' ' - -· . ' i ! - I • ' ' ----! - .J - .. r -! r ---.L .. - ' ' CAUTION I I FOR GRADING AND STORU DRAIN, SEE owe. #397-2H, LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. RECLAIMED WATER DATA (V.W.D) NO. OELT A OR BRG. RADIUS LENGTH REMARKS /1\ N60'33'12llE 57. 98' 12" DIP(CL-350! /2\ t.=0"51 '55" 1478.00' 22-32' 12" DIPICL-3501 /3\ N61 • 25 '0 7 "E 519.37' 12" DIP!CL-3501 <If NOTE: THE 12" DIP RECLAIMED WATER FORCE MAIN AND D~ SEGMENTS OF THE WATER MAIN SHALL BEINSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & PDLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26. RECLAIMED WATER DAT A (C.M.W.DJ ux NO. DELTA OR BRG. RADIUS LENGTH REMARKS (i) N60' 33' 12"E 57. 98' 8" PVC !CL 150) ® /J,=0"51 '55" 1536.00' 23.19' 8" PVC /CL 150) G) N61 '25 '07"E 519.37' 8" PVC ( CL 150) ALL CMWD RECLAIMED WATER LINES ARE IN ZONE 384 _,,_ PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE CENTER TD CENTER. SLOPE IN PROFILE IS CALCULATED USING LENGTH FROM INSIDE FACE TO INSIDE FACE. ENGINEER OF WORK ALL WATERLINES ARE ZONE 375 DEWITT R.C.E. 46579 DATE BENCHMARK: DESCRIPTION:ST,WDARD STREET SURvEY MONUMENT LOCATION: ST A 288•89 EC ON CElfTERLJNE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VEFrr/CAL COIITROL 'f'/,<'l RS-/800, 288•89 ELEVATION: 311.407 M.S.L 1-1,c,a, k#/1 1:. raeo rl!J2 @el!VICG~ sa+oo.oc VALLECITOS WATER DISTRICT BY:~(;/. ~(1fo1 PRESTON H LEWIS, P.E. R.C.L 45927, EXP.12/02 DATE ~ ,cITY ,oJF CARLSBAD I sHEErs I l-----+---+--------------+---+-~L---1----1 LlQ_j ENGINEERING DEPARTMENT 71 I-----+----+-------------------+----+---+---+----< IMPROIEI/Elff PLANS FOR. POINSETTIA LANE AT LA COSTA GREENS STA.$«xJiJOTO,f(),()()IX} I APPROVED: SY 1 /., 1-----+---+--------------------+-----11------1---+----1 A :< ,,,,i;;,,,;t vr odr i<-JC:eA ~,,. J l----+------1------------------+----+---+----+-----1 CITY ENGINrtR R.ii!f. EXP.DA TE f--C-DA __ Tcc.E __.__IN_IT_IA_L +--D_A_TE___,_I_NI_TI_AL--1 ',,sR_,_;KWN'.!!DD~Bo=.JBY:!:_,:··-=~=·=-1 ~C99-03 ] 397~ 2°i OTHER APPROVAL CITY APPROVAL _' -~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION VWD 02-002 I ' ! 100803 -0 ~ -.l '-t·. ' ' ' ' ' ' ' --I - ... {- i .•. 1. RIGHT CURB 40 41 CENTERLINE DAT A NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD NGO• 33' 12 "E 185.01' CD f;.c/6•56'08" 1404.00' 414.99' • I - • 4+0.ii -10 TYRE B-1 C'h-i- TC 11 7 J 19 . ; I ' 41+85.61, P-t -116,, 86 - ' 41+ .'6 -L 116.37 ., .. ,-,- ' 42+o9.59 PR '/JTU!e£ lll!CIINTE £ Pc~ lJW6, 89?-2f'r ···i· ' --i- -! - NO. i -I ·c ··· - .. l ... -· ---.1-------l------:- ' I -_, .. :-- 45 RECLAIME WATER DATA DEL TA DR BRG. RADIUS LENGTH ll•20' 55' 18" 200 OD' 13,03' N 25° 44 '42" W 8,/5' N 25' 44'42"W /4,5'i'J' 200.00' .31. 5~' N34'41'8':l"W /4,48' 46 REMARKS 8" PVG(CL·/5/JJ 8" PVC (CL-150/ B"PVC (C/:1!:JO) B"PVC (CL·/50! B"PIIC (CL· 150) I ---i-- - - -' ' ' TOP /J RIGHT/LEFT CURB EO/JAL'S ENTERL IN LEV. ~o, 4 /' UNLESS OTHERt/lSf: HOWN. · ' • I T°!ofto ft141~;,.o~~R8F~O SEE [}£"f-,/t IL: 8-\SlfT • l· i -- Df,LTA DR BRG. , RADIUS 4ENGTH ,REMARKS-RJ1[)/IJS ll!NSTH ,--- ' :soo. 00' :4.3, lii9' 300, oo· •97'.62'" '. I 5.00' CURB DATA NO. DELTA OR BRG. RADIUS IT] N60°33' I2"E [Ij /;.= I• 26' 50" 11] a=1•05•12· [II /l=J0·41'40" [[j N60" 33' 12" E [I] a=o·21•4s" [I] i;.=9°32'18° I]] a= 112· 15' 59' [fil /;.=17~•52•31• H;a;;!.--1----[iQ] C,=9° 59' 12· III C,=3· 11•41• lg] /l=8°33'58° @] C,=1°26'10' [BJ N60'33'12"E @] n=2· 13'46" [jfil N65°00' IO"E @] l;.=9°21'54' llfil N60" 33' I 2" E ~ t;.= 2° IO' 05' 1445.0' 6370.06' 1444.00' 1413.00' 270. 00' 2. 50' 2. 00' 1402. 00' 780. 00' 1396.00' 400. 00' I 363. 00' I 364. 00' 1405.00' IZ" PVC tCL·/501 12" PVC tdL-I50)' ~• five: (CL-1501 6" PVC' CCL· 1501 LENGTH 185.01' 36. 50' 120. 83' 269.53' 185.01' 8. 96' 44.95' 7. 52' 6. I 0' 244. 37• 44. 85' 208. 7 I ' I 0. 03' I 85. 0 I' 53. 03' 127.06' 222.95' 185.01' 53. 16' REMARKS 6 "TYPE 'G' C&G 6"TYPE 'G' C&G 6" AC BERM 6 "TYPE 'G' C&G 8" TYPE B-1 C&G 8" TYPE 8-1 C&G 8" TYPE 8-1 C&G 8" TYPE 8-1 C&G 8" TYPE 8-1 C&G 8" TYPE 8-1 C&G 8" TYPE 8-1 C&G 8" TYPE 8-1 C&G 8" TYPE 8-1 C&G 6 "TYPE 'G' C&G 6 "TYPE 'G' C&G 6 "TYPE 'G' C&G 8" TYPE 8-1 C&G 8" TYPE 8-1 C&G h'ECLAIMED WATER DATA (C.M.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS (i) a= 13• 04'58''' 1369.00' 312.60' 12" PVC /CL 150) 0 /;.= 3°42 '0/il1' 1369.00' 1!8.45' 8" PVC /CL 150/ @ N60' 33' 1.2" E 187.69' 8" PVC /CL 150/ 0 N34"47'39"W 2. 65' 8" PVC /CL 150) ® L\• i/'52' 20" 2.00,0D' 4-/.44' 8" PVC /CL 150) ALL CMWD RECLAIMED WATER LINES ARE IN ZONE 384 BENCHMARK: DESCRIPTION:STANDARO STREET SUR/Er' MONUMENT j__ ' I !-- FOR GRADING AND STORM DRAIN, CAUTION!! SEE DWG. #397-2H. LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE ANO SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. WATER DAT A (C.M.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS 2 3 4 5 /;.= I I' 50' 0411 N60° 33' 12' E /;.= 04-'57'04-" 1379.00' 284.83' 16" PVC IC905 CL 150) I 85. 0 I ' 16" PVC /C905 CL 1501 I 379. 00' 119.7/o' 16" PVC I C905 CL 150 J ALL WATERLINES ARE ZONE 375 SEWER DAT A (C.M.W.DJxu cotVTINLJeo llfJOI/E NO. DELTA OR BRG. RADIUS LENGTH REMARKS l>= 10· 10'06" 141 9. 00' 251 • 83' 12" PVC ,,_ PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE CENTER TU CENTER. SLOPE IN PROFILE IS CALCULATED USING LENGTH FROM INSIDE FACE TO INSIDE FACE. -RECLAIMED WATER DAT A (V.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS /,\ /;.= 16.56'08" 1426-00' 421.50' 12"DIP 7 /i~f [SS lo_;.'", 7~ v---." 'ft,;,, 7~/ ~t;\ rV)I \_. /2\ N60° 33' 12 "E 185-01' 12" DIP '° ( TIM8THY JOHN [{WITI ) ~ I oi tlo.Ml9 ) ~ * NOTE: THE 12" DIP RECLAIMED WATER FORCE MAIN AND THE DIP \v '~ r";.,;;'''"°',J */ SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ~;:"--· A'~ ANODE CATHODIC PROTECT JON & POL YETHLENE ENCASEMENT. SEE CATHODIC ~l or CAI.I'~~/. PROTECTION DETAIL SHEETS 23-26, ~----- VALLECITOS WATER DISTRICT BY,a-o. PRESTON H. LEWIS, P.E. R.C.E. 45927. EXP. 12/02 ofu ENGINEER OF WORK DEWITT 11 AS BUil T 11 ~ ~ to/-r.,(6~ R.C.C671 EXP. Cl~ /o7 DATE REVIEWED BY: VWD 02-002 030603 '100803 0 -1----, ' j. . _;., . 46 CENTERLINE DAT A NO. DELTA OR BRG. RADIUS LENGTH CD fl=JQ 34 '24 II 1404.00' 87. 56' (D N81 '03' 44 "E 190.56' CD />,= 12· 17' 41" 7500.00' 321. 88' R/W FACE OF CURB DETAIL: MODIFIED G-26 CONCRETE DRIVEWAY NTS 47 REMARKS • EXISTING 12" FORCE MAIN ( CARLSBAD i TO REMAIN EXISTING SEWER ESMT. r-~MW,;~,,.;,,,.,.,. : TC 11 Q. 90 i -· -,. ···-.... . .. ., ' 48 49 50 PROFILE: POINSETTIA LANE SCALE• HORIZ. 1'=40', VERT. 1"=8' ·--~•-4-....;.;. -,·' ~-3 ........ - ' . 1 i _j__ 1---- 6 16''01 WATBR WIFH flEQTR4INED J 51 \o 14 0 + C"') N..- LO . .o <z tn1-LU UJ UJ ~~ ....J UJ :c. UJ u tf) i ! ....... --! ·-·-I. -_)_ __ CURB DATA !VO. DELTA OR BRG. RADIUS LEAIGTH REA/ARKS OJ ,1=3· 34' 24" 1444.00' 90. 06' 6;; TYPE , G, C&G ~ N8/'03'44"E /90. 56' 6" TYPE • G, C&G []) /J=l2"17'4I" I 460. 00' 313.29' 6;; TYPE , G • C&G 8] /J=3"34'24" 1364. 00' 85. 07' 6;; TYPE , G • C&G I ' ·---· ·-·· '• ··-··· -•<••-··--·, ··-·1· ·-~r ! i i ---·-· ~ -' r-- ' ' .I ' ' j ----1- I .1 l---- : ' -·-i ----•···i·. : ' -+·-. ---\-- ' ' . ... . . . ' " ' - -_J_ - [fil N8I"03'44"E 190.56' 6" TYPE , G • C&G -, __ - I]:] /J=/2'I7'4I' 1540.00' 330.46' 6 ;; TYPE , G • C&G [fl /J= 5• 27' 01' 400.00' 38. 05' 8;; TYPE B-1 C&G 11] /J= I 0" 52' IO" 400. 00' 75. 88' 8 ;; TYPE B-1 C&G I]] N8/'03'44'E 164. 87' 8 ;; TYPE 8-1 C&G @] Ll=l2"/7'4I" 1492.00' 320. /6' 8;; TYPE 8-1 C&G [ii] /J=3" 34' 24' I 396. 00' 87. 06' 8;; TYPE 8-1 C&G @] N8/"03'44'E I 90. 56' 8;; TYPE 8-1 C&G ~ Ll= 10'08' 35" 1508. 00' 266. 95' 8 ;; TYPE 8-1 C&G 1141 Ll= II' 29' 58" 400. 00' 80. 28' 8 ;; TYPE B-1 C&G SEWER DAT A (C.M.WDJxu NO. DELTA OR BRG. RADIUS LENGTH REMARKS ki> !>,-3"34'24" 1419.00' 88.50' 12" PVC <2> N81 '03 '44 "E 190.56' 12" PVC i<» !!=0"'48 122 11 1485.00' 20-89' 12" PVC <◊ n=7'3t '22" 1485.00' 194.98' 12" PVC (C-900! (5> lt,=4'58; 31 H 1485.00' 102. 79' 12" PVC ( C-900! '(G> N17'16'01 "W 50.91' 16" PVC IC-9051 flHlf PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE CENTER TO CENTER. SLOPE IN PROFILE JS CALCULATED USING LENGTH FROM INSIDE FACE TO INSIDE FACE. RECLAIMED WATER (V.WD.J NO. DELTA OR BRG. RADIUS LENGTH REMARKS ;1\ n=3"34'24' 1426. 00' 88.93' 12" DIP(CL-3501 h\ NB/ "03'44"£ /90.56' 12" DIPICL-350) /3\ 8=8"52'24' 1478.00' 228.90' 12" DIPICL-350) /4\ />,=I. 30' 53' 1675.58' 44.30' 12" DIP!CL-350! /5\ n= I 0 45' 53' 1478.00' 45. 52.' 12" DIP(CL-350I Is\ N/6' /2.'02.'W 158.00' 12" DIPICL-350) ## * NOTE: THE 12" DIP RECLAIMED WATER FORCE MAIN AND THE DIP SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & POL YETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26 • # #PIPE LENGTH TO BE FIELD VERIFIED NO. CD ® ® 0 ® FDR GRADING AND STORM DRAIN, CAUTIDNII SEE DWG. ~97-2H. LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TD CONSTRUCTION. RECLAIMED WATER DATA DELTA OR BRG. RADIUS LENGTH REMARKS n=3'4t • 33• /369.00' 88.23' 12" PVC (CL 1501 NB/ '03'44"E 187.71' 12" PVC !CL 1501 !>,=8"52.' 15' I 52.6. 22' 2.36.30' 12" PVC !CL 150) n= I O 28' 39 • 1784. 76' 46.02' 12" PVC (CL 150) 8=/'41'23' 1595.90' 47. 07' 12" PVC (Cl 150) ALL CMWD RECLA !MED WATER LINES ARE IN ZONE 384 WATER DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS I 8-3"4/ '30' I 379. 00' 88.85' 16"PVC /C905 CL 150 2 NB/ "03'44'E /33.07' 16" PVC (C905 CL 150 3 NB/ '03'44'E 54.64' 16" DIP WATER, * 4 n= I . 47 '35 • 1525.00' 47. 73' 16" DIP WATER, * 5 !>,=4"/8'37' 1571. 85' 118.24' f6"PVC (C905 CL ,1/ 150 ,'/~ 6 n= 5· 27' 42.• I 691. 28' 161.22' 16" DIP WATER, /~1, * ( t::; I ALL WATERLINES ARE ZONE 375 1~ \"" ,• ""l "~ " ENGINEER OF WORK ¼ C. DEWITT R.C.E. 46579 DATE BENCHMARK: VALLECITOS WATER DISTRICT "AS BUil T" DESCR!PTION:STANOARD STREET SURI/EY MONUMENT LOCATION: ST A. 2118•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS·/800.288•89 ELEV AT l ON: 31/.407 MS.L I H. LEWIS, P .E. R.C.E. 45927, EXP. 12/02 R.~Q?~ 2o{o:i01::T~6 REVIEWED BY: ,,,,.,J. IMPROIEIIEfff PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS ST'A.4&00.00T052-00JJO VWD 02-002 102504 r 1 j i NO. CD CD G) NO. (i) - - - I ' ' ; --... : --,_ -- -___ [.. 52 53 CENTERLINE=icD=A=T=A==i====== DELTA OR BRG. RADIUS LENGTH REMARKS D.=1"09 155 11 1500.00' 30.51' +_:__:_---+-------! 278. 74' N67" 36 '07"E 1500.00' 32-54' N66"21 '33"E 0 0 N ct ,-LO • 0 . ~ z (/) 1- W w wz I_ (/) .....J wJ: wu (/) 1- 1 +-----,--+------258.21' ,_ _, ' a a "' "- RECLAIMED WATER DATA (C.M.W.D.J DELTA OR BRG. RADIUS N66"21 '33"E /j,_~ 1 a 14 ,-34 II N67"36'07"E /j,_~ 1.:, 09 I 55 II 1535.00' 1535.00' LENGTH REMARKS 212. 12' 12" PVC !CL 150! 33.30' 12" PVC !CL 150! 324.85' 12" PVC !CL 150) 3/.22' 12" PVC !CL 150) ALL CMWD RECLAIMED WATER LINES ARE IN ZONE 384 fP"'llllln Kimley-Ho~ ._,Jla!I ___ , and Associates, Inc. En:;;i1neet-1:l--:J, Pk;nnlng ond Err,.fironmon"i'c1I Consultants fal7 Four-th tt,'f.inu(~ -Suri e 30t -So:1 D1ego. Ca. -~ 921m Tel: 1€!9! 2.-,t,-9411 Fox, 1619l 234-94.j3 "' "' .... t· f.;. -~·· :,;. .;: "" _ _! .......... iro;Pt 1.2''!oiP ' RCW fVWO! : , ··· &b&iii . -_j 54 h. ___, ' a . I;:: .·_. ·,. : .: . -. " ' . ,_ .. -t-····'- ;-:-· _.. 55 I ( R '7 --1 - i __ PLAN: POINSETTIA LANE GRAPHIC SCALE I'= 40' --j. 56 ' a C) --------0,.. ,_ I Q:: l . ' 57 -J a ..• ! ' . : TP 1118, 76 ---·!·· . ..,. --·-) ' --. -I - TbP bF' MEO I AN CURB io AL is CEMTERL INE El/IV.' +Q;51'FOR 16',·w D£,MEDI4NFR/;JM ;SJ;~ ~2+/JO, T{j STA 55 421• 56 UNLESS! i : ' OTHERWISE S OWN ' : ···-' -. ···-· ... -· ~--- 1 ---'-.,. ,-.. -· ···----·,· ~----,,-... -,.,,. ... :---_.,, ....... -,---- . T0P OF'MEDI,!N CURB £0 Al$ CENTERLINE f&E;V.+ +;). 49' FOR 18 ',W I MEDIAN FROM . ,ST!A 56+58.:61 TO S;TA 58f()O UNLESS' ' -, . -O:THIIRWJSE S OWN-.. . ' . i ' ' _.. -~ --: ---f ' CURB DATA NO. DELTA OR BRG. RADIUS REMARKS [O ll=1'09'55" 1460.00' 29. 70' 6u TYPE 'G' C&G !FOR TOP OF; MIIDIAN1CURB,FRDMI r TA 55+ 2.-!56 'Ta, ST:A"56'1158, 6I· , iSE OET~IL' 8 LOW.; . -~ -i--j .t,r--0.""'1:-· ··7dr-i-r-G"'"H-T 7;,-,-L .... E-F-tt---C/Ji_R_B'!'". _-E-t-O-U.4+,L-S ... ,-c+·-rr'""R-L.:..1'1_N+t.,· : .ELEV---::,.J:9tFORl94' JiW/iBOM 52 Of TO, ' . 5 +17 &NLES OTH£RW,ISE SHO N.; : , TOP(JF urv.; -rrr ' IGHl'/ LEF;T CURJ3-EOUAt$ NTERt II'{ • 41': FOR i 102' ,R/W PROM TA! 56+59 A 58ii{JO UNLEss: onHERWFSE ·sH,iJWN. ; ' I "I' ... , ' ---- i f-- i ' .. ..J -.. -1---- L ' 1 ----:-··-··t·- 1 -L i T -' ' ' i I --t---- i ... ; .. ,. . ' ' ---1---.. -1 1 .,.: .. '" 1' . ' ' -1- --!- ' i 58 H=[l]..-+N_6_7_'_3_6--,'_0_7c:-"E_--+------,-t--2_7_8_. _74-,-' -+6'--'-' -'-T_Y_PE"---:-'' G_'_:_C.:c&G=-t--'-..... .,_.;.......;......i.._-'-r::;;:===========;;i,;::::;;::;:::;:;::;:;,;;:;:;:;;;;;;:;;;;;=::::=::::::::::;:~-'--7 [II ll=0'48'09" 1460.00' 20.45' 6" TYPE 'G' C&G FOR GRADING AND STDRM DRAIN, SEE DWG. #397-2H. CAUTION 11 0 0 +~ co ,- LO ·o ~z (/) 1- w WW ZI (/) G] N65'55'05"E 124.27' 6" AC BERM [[j N66'21 '33"E 145. 16' 6" TYPE 'G' C&G [§) ll=1'09'55" 1540.00' 31.32' 6" TYPE 'G' C&G [I] N67'36'07"E 278. 74' 6" TYPE 'G, C&G [Ij ll=1'14'34" 1540.00' 33.40' 6 u TYPE 'G' C&G [fil N66'51 '06"E 116.35' 6 u TYPE @] N66" 21 '33 "E 141. 87' 6" TYPE 'G' C&G [j[] ll=1'09'55" 1492.00' 30.35' 8" TYPE 8-1 C&G @_] N67'36'07"E 264. 64' 8" TYPE 8-1 C&G [ill ll=I "43'55' 1492.00' 45. IO' 8" TYPE 8-1 C&G IE] N66" 21 '33"£ 155. 16' 8" TYPE 8-1 C&G ~ ll=3.22'39' 400.00' 23.58' 8 u TYPE 8-1 C&G II§) ll= 8" 10'56' 400. 00' 57. 12' 8 u TYPE 8-1 C&G 0IJ N67'36'07"E 229. 00' 8 u TYPE 8-1 C&G (ill] l!,=/"//'04' 1498.00' 30.97' 8" TYPE 8-1 C&G @) /!,=177'3/'21' 2.50' 7.75' 8 u TYPE 8-1 C&G ~ ll=/75"4/'57' 8.00' 24.53' 8 u TYPE 8-1 C&G @] ll= 5. 04' 46' 515. 00' 45. 66' 8 u TYPE 8-1 C&G ~ N66.2/ '33'E 110. 16' 8" TYPE 8-1 C&G RECLAIMED WATER DAT A (V.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS /1\ N66' 21 '33 "E 258. 21' 12" DIP/CL-350! * Ii\ /j_:: 1 O 14 I 34 If 1478.00' 32-06' 12" DIP!CL-350! * /3\ N67'36'07"E 278. 74' 12" D!P!CL-350! * WATER DATA NO. DELTA OR BRG. RADIUS LENGTH N66 • 21 '33" E I 93. 67' 2 N66' 21 '33'E I 8. 44' 3 /!,=I" /4'34" 1525.00' 33.08' 4 N67'36'07"£ 324.85' 5 ll•0"/8'30' 1513.4/' 8. 15' 6 1!,=0·46' 29' 1691. 28' 22.87' 7 N24"43' l9"W 106.37' ALL WATERLINES ARE ZONE 375 SEWER DAT A (C.M.W D}"" NO. DELTA OR BRG. RADIUS LENGTH <i> N66'21 '33"E 207. 16' <2> N66'21 '33"E 51. 05' <3> a;::.1°14'34,,, 1485.00' 32.21' "<4> N67°36'07"E 110. 03' ,<s> N6 7' 36 '07"E 168. 72' <6> A= 1 ° 09 I 55 ,., 1485.00' 30.20' i<7> N23'38'27"W 65. 62' LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. REMARKS 16" PVC /C905 CL 165 16" PVC !C905 CL 165 16" PVC IC905 CL 165 16" PVC /C905 CL 165 16" PVC /C905 CL 165 16" DIP, # 12" PVC !CL 150! REMARKS 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12"PVC 12" PVC 1/~~f[S5ioJ·~ / ;s, ---'1( A''1 ~lzy /----::" ~, r/:;:.; / \ ~' I z; ( mioTHY J(t-11 un \ ~) ~ llo. 4657~ ) f:;: \ -,: ~ r:tp. 061.Jo\03 A * ;, \ "i ~~ CIVIL ~J.;::: / "'.,,,,, --~-..,; PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE CENTER "-Zor ci~,,~- TO CENTER. SLOPE IN PROFILE IS CALCULATED USING LENGTH ·~-~ FROM INSIDE FACE TO INSIDE FACE. ENGINEER OF WORK ' ~ ci /4\ Ii= 1°09 1 55" 1478.00' 30.06' 12" DIPICL-350! * * NOTE: THE 12" DIP RECLAIMED WATER FORCE MAIN AND THE DIP SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & POLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26. ~ 7(-so/o"r-I BENCHMARK: DESCRJPTJON:STANOARO STREET SUFNEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL COlfTROL RS-1800, 288•89 ELEVATION: 311.407 MS.L KlfA NL'W SHEET IJ RtVl~ED MEDIAN cvp,e, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE VALLECITOS WATER DISTRICT BY: ~ RESTDN H. LEWIS, P.E. R.C.E. 45927, EXP. 12/02 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DATE 2-1--> .,...,l • SHEET 13 REVIEWED BY: vw WG.NO c..... a. G ,. ,,1,,,s INS~CTOR DA TE CITY OF CAi.RJ,§llAD I SHEETS I ENGINEERING DEPARTMENT 71 IIIPROIEIIE/ff PLANS FOR, POINSETTIA LANE APPROVED: dr AT LA COSTA GREENS SfA.52'00.00T05tKX)J)() A < ·=.,~i? kt¥ rir ·-< CITY ENGINEER R.C.E. i EXP. e/.:zki.l "i'i',ffi: OWN BY: ___ PROJECT NO. CHKD BY: --CT99-03 RVWD BY: ·1 DRAWING NO. 397-2 I ~--------~ VWD 02-002 ! 1102504 ... j ----_/ -i I -... j -· ······' - ! 9 TYPE B-'-1 TC! 124. 68 < j_ Tss+19. Ja : FL: 123.i8 ',. ' IE! 111 i04 -! - -( ., ' ' ... ' 4 • 1 .. -T - . ,. . -., - I I PRdFiLE: POf SCALE• HORIZ., 1"=40', VERT •. I" =8' h ~ ·:. c:, -~ l ·:,,: ....._ ·j . -'-·- {!)i·······' TOP 16" :Pvt WA TKR / Jr5 ONEJ ··-l -L l I l .. _ j_ I·-·· ' -· .j. tP 126. 32. 'TP 125.82' : .. ' . -. -·--• - ,TP 124.82 ' --. r -j __ I .J_ -[ ... : _j ---. i- ·-.. l. -j - !. ' • J •• -J. ·-,_ i -!--·-' -, .. - • 1 .• - i --1·-• ' ·+· :.•. i ' __ -:. ' •• • -·-• l.., . ·--·-L --! ' I i j ·-··1 ·f·~ _J-.. ~·-·1 -·J--· ··········-·~· ···-;-·-·•··-1-· -i·. ' .L -T 1bo ,l_,._ +---+-....__,_,......... . ...,.....i-+-_..-·.;.......;..-......__._ ........... _-+----i-·~----'--;--+-•+-1--..;.----+-: --+---'--"-,-..,......,.-..,-..;..-....-i-_,___, L ---j - . ' . , ...... !- 'RIGHTCU B r ' t-. - -· !-. I . i i ' : I - . l -+ I ... !. ' ' . f -·t I --_j J - . .J .. j _,, ... ' -·· I .t - ' i -----·-----~~--~~---~---"'-·-·-,._-'--•-·-··~~;· ________________ ~ ___ ... _·_·_··_,1 -=-T~---'---J......i.-~•-··----•-'----'---:.,:_._· --'---'--'--'--'--'-...;. __ ...__c.,__,_...;.,_,,_-',,.--'--'----·-~i-··-'-k,-., ____ ,_·_==·:=--': ·1· .:. I· ~ .. ·_-~_··~·;_· __ ~j·_··.,,., __ "'------"----_;.-·--'---·~-~~~-··_·, ___ - T ..... + ....... L ' I ; I ' ; I • --. I 58 59 60 61 tu ► 1 59. _ ~ •1 6Q _ <D 3 IJ.J IJ.J IZ (/) Kimley-Hom and Associates, Inc. I I Englneei-1nq. Planning <ind Envir-onme11ta! CcnsuM·ants 517 rourth Avenue --Suite JO! -Son Dleyo. Co~ <32101 Tei: 1519) 234·9411 Fox, (6i9i 234-9433 . ' >-~:_::., .. , ---. ·.·,. i-,-.-, • PLAN: POINSETTIA LANE 40 20 0 10 GRAPHIC SCALE I'= 40' 62 63 ---FM 12() ,-: ._J . () "' "' 64 I 0 0 + ~ '° lO ..... • ·o ~ (/) z 1- IJ.J IJ.J I (/) IJ.J IJ.J (/) 11 CENTERLINE DAT A NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD N66'21 '33"E 600-00' Ct/RB DATA NO. DELTA OR BRG. RADIUS LENGTH REAi ARKS [Z] N66'2!'33'£ 600.00' 6"TYPE'G'C&G N66'2/'33'E 600. 00 '. 6 " TYPE 'G' C&G N66' 21 '33'E ~i:i._aa: 8" TYPE 8-1 C&G []) N66'2/'33'E ~ Ll=9"04'07' 400.00' 38Z-. ~'.! 8" TYPE 8-1 C&G t 63. 31' 8" TYPt B-1 C~ <.3. SI' 8• 1'v0 ,a • -I C-&<> '1 I, 27.' S""IYl'I" e-1 t-&-• Ktl-L 1-4.1 1111 ,_ 1 W f-\t , n Lf 14 I 7l I 11.W~DY -.~~ NO. DELTA OR BRG. RADIUS LENGTH REMARKS J;\ N66°21'33"E 600.00' 12" DIP ,r, NOTE: THE 12" DIP RECLA/MEO WATER FORCE MAIN ANO THE DIP SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & POLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26. WATER DATA <C.M.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS (I) N66° 21 '33 "E 600.00' 16" PVC /C905 CL 165 ALL WATERLINES ARE ZONE 375 NO. CD FOR GRADING AND STORM DRAIN, SEE DWG. #397-2H. CAUTION! I LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION, RECLAIMED WATER DAT A (C.M.WDJ DELTA OR BRG. RADIUS LENGTH REMARKS N66• 21 'JJ "E 600.00' 12" PVC /CL 1501 ALL CMWD RECLA !MED WATER LINES ARE IN ZONE 384 SEWER DAT A (C.M.W.D)ux NO. DELTA OR BRG. RADIUS LENGTH REMARKS <1> N66'21 '33"E 200, 77' 12" PVC <2> N66° 21 '33"E 300-00' . 12" PVC (3> N66'21 '33"E 99.23' 12" PVC ,..-;~HSS11,t· PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE CENTER ~~~,--.W4<~ TO CENTER. SLOPE IN PROFILE JS CALCULATED USING LENGTH ,/jj / ~~•, ii-..:. / \ .-:;"> \ FROM INSIDE FACE TO INSIDE FACE. (;; / morwa,,o~,rr'1 ii ~ \ M.46579 ~ \ ,~ ~ Exp, 06~0\C3 /4 TT ) \.\~ ~ rn'L ,/4~l , . .,,Ii • _ __.;; ~·,; ~-'!' or c~ti\"',.4' '"-.....,-..__ ---------- ENGINEER OF WORK R.C,E. 46579 DATE BENCHMARK: VALLECITOS WATER DISTRICT 11 AS BUil rn ~AQ 10(-z., 16~ DESCRIPTION:STANDARD STREIT SUFNEY MONUMENT LOCATION: STA288•89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM:SM' DIEGO COUNTY VERTICAL CONTROL~ RS-1800, 2813-89 ELEVATION: 311.407 M.S.L 1· 12.-· O'I 1".rtA ~ Z!,-a+ izy A BY: a;, tP V z,/1h:, PRESTON H. LEWIS, P.E. R.C.E. 45927, EXP. 12/02 DATE R. • • S" >"t EXP. Cho(,? DATE REVIEWED BY: c;,.. ~ t:. .,.1. .. ,, /,ti,, s 1Ns~2to;· • DA TE vw ==::::".::=::::;-;::::::::::::::::::::::::::;; fsHEfi7 CITY OF C,~RLSJBAJD) I SHEETS I LJ1_j ENGINEERING Of 'ARTMENT 71 1-----t---+----------------+----+---+---1-----1::::::::::::::::'....'.:======= IMPROIEMENT PUNS FOR, POINSET"flA LANE AT LA COSTA GREENS APPROVEDi&. y 4 1 e t,?"'~ ,.~ mR~ EXP. DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 397-2 I VWD 02-002 \ \ I 030603 101904 i· ' -:- ' i -l. NO. DELTA OR BRG. CD N66 ° 21 '33 "E i· RADIUS "'11111H Kimley-Horn LENGTH 471, 19' I t.,_J • r___J__ and Associates, Inc. r:~n91nee,·inQ, Planr,lng end Env1:~onmento! Consultants ~:;17 rour~h Avtv1ue Suhe 30! San 01ego, Co. -9210! Tel: i6!9) 234'":J.!lii Fa::.::: (619) 234-9433 • I_ • . j___ REMARKS ~ ( ~ • ., s -. t • ' "' ~ \ -: :.,: --.. ~-- / Q ~ \\ 2: ( ~ 'l ~ -.. .J -. .; . .. , . . . ----i- ,.'1, --_51 __ f!A -+ ,-. <!I PLAN: POINSETTIA LANE 20 0 80 IIO GRAPHIC SCALE I'= 40' 68+55, 68 CAP RCW i i TOP OF µED JAN CURff OVALS CENtERL INE . ELEV, +o.4'9' I.OR . 8' WIDE MEDIAN,. i FROM 1 68+52, ()1 0 68+71. 96. TOP OF MEDIAN ci/Rf} E UALS'CENTtRL1NE ·· • £LEI(_. _;+o, 49;' FOR 18' IDE MEDIAN UNLESS · . ' : OTHEFZW JS SHOWN ·• ..... . ..... .. +~-===========:t:=====t===::! TO OF RIGHTYLEFT CJJRB EQ,UA S :CEIVTEl?L iN LIIV. -0. 41' ;UNLESS . THER !SE SHOWN, .-f .. i_ ---i '41 N66'21'33"r 452,65' L:!J c 6" TYPE 'G' C(.G [[I N66'21 '33"E 254, 12' 8" TYPE 8-1 C&G (ill IF 7• 45 '40" 330. 00' 44. 70' 8" TYPE 8-1 C&G [II l:.=172"14'20" 2,50' 7,52' 8" TYPE 8-1 C&G [fil N66'21 '33"E 44,92' 8" TYPE 8-1 C&G ~ l:.=175'04'35" 8,00' 24,45' 8" TYPE 8-1 C&G @] fi=4'55'25" 550.00' 47.26' 8" TYPE B-1 C&G IEJ N66' 21 '33 "E 15. 88' 8" TYPE 8-1 C&G SEWER DAT A ~u NO. DELTA OR BRG. RADIUS LENGTH REMARKS 130 . ·j- -➔ --- WATER DATA NO. DELTA OR BR&. RADIUS LENGTH REMARKS I N66 '21 '33 • E 238. 8/ • 16" PVC (C905 CL 2 N66'2/'33'E /26. 13' 16" DIP, # 3 N66'2/'33"E 56. 51 ' 16 II DIP, # 4 N66'2!'33'E 37.98' 16" PVC (C905 CL 5 N23'38'27'W 111.56' /2" PVC /C905 CL ALL WATER LINES ARE ZONE 375 RECLAIMED WATER DATA (V.W.D.J NO. DELTA OR BRG. RADIUS LENGTH REMARKS M N66 '21 '33 • E. 28 I. 57' 12" DIP /CL 150) h\ N66"2/'33"E 130.30' 12" DIP /CL 150) h\ N66 '21 '33 • E. 69.27' 12" DIP /CL 150) WATER FORCE MAIN AND IHI:. u 150) 150) 150) * * * p k0 N66'21 '33"E 131,71' k.2> N66" 21 '33 "E 247.03' 12" PVC 12" PVC * NOTE: THE 12" DIP RECLAIMED SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & POLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 23-26. k» N66' 21 '33 "E 99,23' 12" PVC <4> N18'38'27"W 71. 92' 12" PVC PIPE LENGTHS SHOWN IN DATA BOX AND PROFILE ARE CENTER TO CENTER. SLOPE IN PROFILE JS CALCULATED USING !.,- LENGTH FROM INSIDE FACE TO INSIDE FACE t:f~ . ,,....-; RECLAIMED WATER DATA (C.M.W.DX(CONT.ABOVE b ENGINEER OF NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD N66' 21 '33 "E 454,91' 12" PVC /CL 1501 ALL CMWD RECLAIMED WATER LINES ARE IN ZONE 384 BENCHMARK: VALLECITOS WATER DISTRICT DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: STAZ88•89 EC ON CENTERUNE OF /Q-/7"? /°? / EL CAMINO RE.AL BY:V "?? ~ ~ z, l1b, REVIEWED BY: RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL -\-z PRESTON H. LEWIS, P.E. DATE RS-1800.288•89 f"' ELEVATION: 311.401 MS.L R.C.E. 45927, EXP.12/02 _, I-·· _L ' WORK ) --+ ---i /43 B-23·04 KHA f1EVIS£D MED/AN, ADDED RCW, TEE e-STU BOUT ~ CITY oF c:ARK.SJBAD I sHEErs I t====~===+==========================⇒====±===j====±===i ~ ENGINEERING DEPARTMENT 71 1 IIIPROIEIIEIIT PUNS FOR, POINSETTIA LANE t===+===+=======================~===i===±====i===i AT LA COST A GREENS 1 STA. 6""00IJO TO 68'1l.96 VWD 02-002 030603 101904 \ TRAFFIC STRIPING.PAVEMENT MAAKINGS AND PAVEMENT MAAKERS: I.THE CO/frRACTOR IS RESPONSIB/£ FOR ALL SIGNING AND STRIPING. 2.SIGNING,STRIPING.AND P/,J/EMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL.CALTRANS ST Af/DARD SPECIFICATIONS /JULY 1999 OR LATEST VERSION THEREOF!, THESE PLANS AND THE SPECIAL PROVISIONS. 3.ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBUC WORKS DIRECTOR OR HIS REPRESE/frATNE.PRIOR TO INSTALLATION. 4.Af/Y DEVIATION FROM THESE SIGNING ANO STRIPING PLANS SHALL BE #'PROVED BY THE ENGINEER OF WORK AND PUBUC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5.ALL SIGNING ANO STRIPING SHALL BE REFLECTNE PER CALTRANS SPECIFICATIONS.STRIPING SHALL BE REPAl/frED TWO WEEKS AFTER INrTIAL PAINTING. SIGNING SHALL USE ENC#'SULATED /£NS REFLECTNE SHEETING (HIGH llfrENSrTY OR EQUAL!. 6.PRIOR TO FINAL /CCEPTANCE OF STREET IMPROVEME/frS,ALL STREET STRIPING AND MARKINGS WITHIN A 5()(1 PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A 'UKE NEW' CONDrT!ON,IN A MANNER MEETING THE APPROVAL OF THE CrTY INSPECTOR. 7.EXICT LOCATION OF STRIPING AND STOP UMrT UNES SHALL BE APPROVED BY THE PUBUC WORKS DIRECTOR OR HIS REPRESENT AT/VE PRIOR TO INST ALLAT/ON. 8.CONTR/CTOR SHALL REMOVE ALL CONFUCT/NG PAINTED LINES.MARKINGS AND PAVEME/fr 1£GENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMrJi/ED BY THE CO/frR/CTOR. 9.ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10.UMrT UNES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE ICY INSIDE DIMENSION UNIESS OTHERWISE SPECIFIED. II.ALL CROSSWALKS,UMrT LINES.STOP BARS.PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNIESS OTHERWISE SPECIFIED. 12.FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13.ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLCIN. 14.ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFICS MANUAL UNIESS OTHERWISE SPECIFIED. IS.SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WrTH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16.WHEN A SIGN IS ATTACHED TO A PO/£,rr SHALL BE MOUNTED USING A STANDARD crrr MOUNTING BR/CKET WrTH STRAPS. 11.EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELNERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBUC WORKS YARD AT 405 OAK AVENUE. 18.STOP SIGNS AND STOP PAYMENT 1£GENDS SHALL NOT BE REMOVED Ulfr/L TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENT AT NE. 19.ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 20.WHERE R7 SIGN AND TYPE N-IOBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R7 SIGN SHALL BE l8'X24" AND THE N-1 OBJECT MARKER SHALL BE /Z'X/2'. 12" WHITE CROSSWALK TYPE IV .----1 PM LEFT ARROWS TRAFFIC SIGNAL PER SHEET 20 FOR STRIPING ON EL CAMINO REAL SEE SHEET 19 ,-T ---12' 12' /(Y /2' - - R7 & N-1 PAINT MEDIAN NOSE YELLOW 400 LF ,----@ 400 LF R26DIR8I MOUNT ON ST. LT. R260/R8I PM 'BIKE LANE" MARKING AND ARROW - _ _, 12 1000 LF - TYPE JV LEFT ARROWS PM ~ TYPE IV l'_""J LEFT ARROWS UARDR/JJL - ~ W41 SIGN AND l'_""J 'SIGNAL AHEAD' 4' CHAIN UNK FENCE -- - -\J) \J) - ~--1 12 1000 LF - SIGN tfGEND (FGfND R7 @] ~ @ ---.- =-= W44 REMOVE STRIPING BY GRINDING INSTALL PAVEMENT LEGEND STRIPING DETAIL /STRIPING DETAIL NOJ NEW SIGN LOCATION /SINGLE POST! NEW SIGN LOCATION /SING/£ POST-TWO SIGNS! CALTRANS SIGN DETAIL NO. ( 24 "x30" J R26D/R81 COMBO SIGN ( 2-4 11 x30 11 J R10 Ill) 136"x12") THERMOPLASTIC PAVEMENT MAAKINGS: A s t II ■ TYPE Al ARROW (/£FT OR RIGHT! 'SIGNAL AHEAIJ' PAVEMENT MARKING 'BIKE LANE' /£GENO AND ARROW UN/JIJTHORIZED CHANGES & USES C/JIJTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RtSPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING ANO MUST BE APPROVED BY THE PREPARER OF THESE PLANS. RIGHT LANE MUST TURN RIGHT POLICE RAMP SIGN DETAIL (R17 I24"X24") AND "EMERGENCY VEHICLES ONLY" (3" BLACK LETTERS ON WHITE BACKGROUND) ( 24 "X 18") ) R18-2 I 36 "x36" l R34-2 ( 24 "x24") W41 ( 36 "x36 11 ) \ PM 'BIKE LANE" MARKING ~~AND ARROW POLICE RAMP SIGNS &ffi MARKINGS PER OETNL\_]__) -- PM 'BIKE LAVE" MARKING ~~AND ARROW R26D/R8I MOUNT ON ST. LT. 4' CH/JJN LINK FENCE --0 880 LF R2.6DIR8I MOUNT ON ST. LT. ~-GUARDRNL POUCE RAMP SIGNS & W MARKINGS PER DETAIL\_]__) BENCHMARK: ~----,39A 120 LF DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: STA.288•89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-1800, 288•89 ELEVATION: 3/1.407 M.SL • ENGINEER OF WORK 50270 DATE R.C.E. 5"623'0 EXP. W•olt09~ DATE REVIEWED BY: lAo..~. C..."4 " ,,,;.,4, ~CTOR DATE ~6 r:~T1r coF C',4i..RJ,s~tA.D I sH7EEI Ts I 1-----1---1-----------------t----t---+----t----1 LJQ_j ENGINEERING DEPARTMENT :==::::..:::==========::::..:::===; ST"RIPING AND SIGNING PLANS FORr 'V-A,LLECITOS WATER DISTRICT 1-----+--+----------+---t--+--+----i ~~~~, ~~ POINSETTIA LANE AT LA COSTA GREENS EL CAMINO RE-". TO ST' A J9o00.00 ....-i•n Kimley-Horn PLAN: POINSETTIA LANE BY, ~~,. i.....1-LJ and Associates, Inc. 40 20 0 40 80 120 PREST\lbf-11". LEwIs. P.E. ····-. □ATE □wN BY, --===-- APPROVED: er . . *,L,~. w..,;.,~--'--~;..,,t. __ -JfyENciiilfER -rc~E.= EXP. PROJECT NO. DRAWING NO. Engineering. Planning and Environmental Consultants R.C.E. 45927, EXP. 12102 , • ...,____ DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CRHVKWDD s 8 Yy: 517 Fourth Avenue -Suite 301-San Dlego, Ca. -92101 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL : l_:Te~1,~16~19~1~23~4~-9~4~11=--r~-a::x~,~16~19:>~23~4~-9~4~33c~=---==--------------------------~G~R~A~P~H!IC~S~C~A~L~E~l~'=~4~0~'------------------------1================~~~~~~~===~~~~~~~~~~===~====::'.::=:::::::::::::::::~:::::::::::::::::::::::::::::::::::::::::::::::::::.l: CT99-03 397-2 I VWD 02-002 I 030603 115 LF 391-~ --- --- ---' 12 115 LF 39A 200 R360/R81 MARKING - PAINT NOSE & FLARE YELLCJN ' , ( 5E.E. oWGUR'=-\ ' \ '1 rU' , ' s,Rc.c.1 R34-2 12 100 LF '----J39A BO LF --- Rl & N-I - // I , ' I I \ -- - 26D/ RBI ~---i 38 2!/D L.F. ~-GUARDRAI --- -----Z3 -- -. , . --· 4' CHAIN UNK FENCE - 15' 12' 10 --I --- 8' RAISED MEDIAN 12' 15' GUARDRAIL '--0 900 LF '--~ "BIKE LANE" MARKING L.'.".'.J ANO ARROW ~ "BIKE LANE" MARKING L.'.".'.JAND ARROW R260/R81 MOUNT ON ST, LT. - ,.· ·. R/IY 4' CHAIN UNK FENCE ~--1 12 900 LF R/W -- -- ~-----jl PM I "BIKE LANE" MARK ING I~~ AND ARROW - ---+---- - - "17 ---- ~---' 39 700 LF - PM "BIKE LANE" MARKING AND ARROW R26D/R81 MOUNT ON ST. LT, - - "BIKE LANE" MARK ING PM AND ARROW I -- - I R260/R81 I ~-1 39 1100 LF MOUNT ON ST. LT. I rR26D/R81 ;--0 1100 LF ' 0 MOUNT ON ST. LT, ,_ 5> j / {POLICE RAMP SIGNS &Cf:::, f 4'CHAIN UNK FENCE 0 5 0 ~O,n,,~~~~;======~;===J~~==;s,~MNl;K;,NG;S;P;ER~D:ET=N=L'0..)=3i~===dt~~;;~~~~~~~t==~~~;;;;;;~:p:o~1~N~s~EiTT~IA~LA=N=E~~~;;~~~~~~========~ ,.,,._ / 7 DG ACCESS TRAIL R/W I I ~--J I ~ ~ 1 I h.¾ I ~~~~~~~~=====================================================;,=======~ ""q" • >" - . - . 1~' • 0 '°" -= 15' . - -- . _j__ . ---. -. --. -. -. -. -12' . -. - ' -. -. -. -. -. 12' 39 4n 8' ___ -1 ~ ' --' -. -l,; f -2 f-■ 3 I -+ ~ ]4 f ' --35 I ' · 1ar RA1sfo MEor£ ' 78 .,_ L O -• -/2, _ • -• -/2' • -• z :r: ""'--• -• -• 15' _(/') f:! l,r-.. ' • - . \ -- . - . 15' •• - • --I t::1 76 1 . - V) )> -. -. -. . -. -. -. -. -V) )> . . :f I ... · . . •· . . . . . .. , . . . ~ ~ . . ... : , , . . . , , . . . . _, . ,, . . . . ~ VJ I \ \_ouARDR"L ~4'CHAIN UNK FENCE 2"0· Lf C-\.s 50 LF Q_ I . . ~-. , ' ... ·. '· ' R/W '----{I PM I "BIKE LANE" MARKING "' "' l.:::Y-V '~~ AND ARROW POLICE RAMP SIGNS & /JI\ R26D/RB1 - MOUNT ON ST. LT, MARKINGS PER DET ;,JL \}_) '-----' 39 1050 LF W41 AND I PM "SIGNAL AHEAD "I~~ R26D/RB1 MOUNT ON ST, LT. "BIKE LANE" MARK !NCI PM>---~\ AND ARROW I '---l 12 1100 LF NDAAL R.C,E. 50770 DATE ~-n Kimley-Horn lillllia..J • LJ and Associates, Inc. Eng!neering, Plonnlng and Environmental Consultants 517 Four th A venue -Suite 301 -San Diego. Ca. -92!01 Tel, 16191234-9411 Fax, 1619) 234-9433 GRAPHIC SCALE I'= 40' LLECITOS WATER DISTRI BY: PRESTON H. IS, P.E. R.C.E. 4 7, EXP. 12/02 BENCHMARK: DESCRIPTION:STANDNlD STREET SURVEY MONUME/fT LOCATION: STA288•89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VEFfTICAL COIITROL RS-/800, 288•89 / ELEVATION: 311.401 MSL "AS BUil T11 ~ j/J4J 1,/11,/4'( R.C.E. 50 234 EXP • .1,JIDJzoel DATE REVIEWED BY: V C......&l C. • I , ,,ftt/01 iNSfECTO;• DATE 1----1---1-------------+----+---+----+----+l SHl7EET I C:KT'ky (()f' (~1\ll~J,Slit,~D I SH7EEITS I ~==-'===EN::::G::IN::::E::E:::Rl::::NG:::::::O=:E:::::PA::R::::T:::M:=EN:::T::==='-'=== DATE INITIAL ENGINEER DF WORK REVISION DESCRIPTION I STRIPING N/D SIGNING PUNS FOR, POINSETTIA LANE APPROVED: AT LA COSTA GREENS ST A ffKXJlXJ TO """10lXJ . . .E. OWN BY, __ _ PROJECT NO. DRAWING NO. 1-=-'DA.:.:T.::.E ---'----IN_IT ___ IA.::.L -1--D'--A_TE_L'-INI_TI_AL--I CHKD By: ::r:-,, OTHER APPROVAL CITY APPROVAL RVWD BY: CT99-03 397-21 VWD 02-002 \ I, 030603, \ "8IK£ LAN£" in:-.7 MARK ING AND ~,-~ ARROW - -,6D/ RBJ.-R1 & !'l-1 (_ ) PAINT NOSE & FLARE YELLOW - TRAFFIC SIGNAL PER SHEET 21 TEMPORARY BERM -- ---l39A 200 L F -- - - 15' 12' 10' 45 ~--l 36 245 LF ------46 -----' - W41 AND PM "5 I GNAL AHEAD" p· "BIKE LANE" PM MARK ING AND ARROW R26D/R81 MOUNT ON ST. LT: --" 12 870 LF ---; 39 670 LF I -12' 15' -.. · ....... 'f1 12----_,,,.....----.0 0 --1 5 ' --- C - ----/ I \ 150 LF§- 01 0 1-+ :cN C, LO • i52 <( w I-._._ >V) Ow ccz <C-....J w:c ~u ~ I I \ 15' -12' 15' r------1 12 330 LF ~----1 39 330 LF "BIKE LANE" MARK I NG AND PM t----, ARROW INSETTIIA LANE R26D/R81 MOUNT ON ST. L TS. DG ACCESS TRAIL 1 --- R26D/R81 "BIKE LANE" PM MARK ING AND ARROW TEMPORARY BERM - GUARDRAIL - --- "BIKE LANE" PM MARK I NG AND ARROW R26D/R81 MOUNT ON ST. LT. ---6200 LF ------ • -15' - 4' CHAIN LINK FENCE ' ' ' ' ,ff - - -@650 LF --..,_ ------- - --- --. - '--~ 12 860 LF --139 450 LF PM "BIKE LANE" MARK ING AND ARROW R26D/R81 MOUNT ON ST. LT. ----, 39 860 LF R26D/R81 MOUNT ON ST. LT • R/W R/W + I-N LL. LOW ....J • ~3 cno .. ....J I wW z cc -w ....J w :c V) u ~ I I 0 0 + 0-. _fl _ _LJ~~====~~~========~M~ '° -R/W • 0 .. ~z ~-01100 LF --I-- --------t R26D/R81 MOUNT ON ST. LT. "BIKE LANE" MARK I NG AND PM ARROW ~-, 39 1100 LF 7· lt•C ◄ I<!+ 13-Z:5-ot ll.H A R/W 15' V) 1- 12' 12' 15' BENCHMARK: DES CR I PT I ON: ST ANOARD STREET SURI/EY MONUMENT LOCATION: STA2BB•89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-I800, 21}8•89 ELEVATION: 311.407 MS.L W W LU :c -V) ....J LU :C LU ucn ~ I I ENGINEER OF WORK I /1,r/01, DENNIS J. LANDAAL R,C,E, 50270 DATE 11 AS BUil T 11 Q11..LJ R.C.E. i!'.IZ!o EXP. '1,,tzo,"f: REVIEWED BY: V 1tl1>-/c.<e DATE t;KTY (0[,' (;l~.J~J,SIP\1\]I) I SHEETS I ENGINEERING DEPARTMENT 71 l----=-+----+-----------t--i---1-1-1 !!ffRIP/NG />ND SIGNING PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS !ff A. ,fKJOIXJ TO ~ APPROVED: ~ i'.L~ l---_j--+----------~----t---1---t---t----i 1•r'-'1T"'y""~""EN"'G'"'1 ':!:'t:~E.R:"-" ,.,l,P".~:l"'r'~E~~=.c· "---;:Ef;t;~~~d..~_ "3/oiif 1 """'7-n Kimley-Horn OWN BY:...,,,-,--PROJECT NO. DRAWING NO. lillllii..J-LJ and Associates, Inc. 40~~20e=:ioE==~40E==38EO ==~1203 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: :::s:::'-7--. CT99-03 397-2 I C Engineering, Planning and Environmental Consultants t: ~=EN::GIN::E::ER::O::F:::W::OR=K~====R=EV=l=S=IO=N=D=E=S=C=R=IP=T=l=O=N====O=T=HE=R=A=P=PR=O=V=AL:;::C=IT=Y=A=P=P=RO=V=AL::::=R=VW=D=B=Y:=...£!ft:.=========:=~::===~=::~? ~ 517 Fourth Avenue · Suite 301-San Diego, Ca.· 9210/ GRAPHIC SCALE I'= 40' l.,'.:re~l:~16~19~) 2~3:4-~94~11-__:Fa~x:, ~1~619~l.:,23~4~-9~43:3~---------------------------...,.::~~'..'.:...:::'.::::::..:~.=::----------------------------------------VWQ 02-002 I I \ 030603 101904 - ------- TYPE N r;;;-;-, LEFT #IRONS ~ CONSTRUCTIO~NOTE: CONTRKTOR TO GRIND Ali CONFUCTING STRIPING ON EL CAMINO REAL 111"'7-n Kimley-Horn 111111.J-LJ and Associates, Inc. t.nglneer-Tng, Planning and Envlr-onmental Consul+ants 517 Fourth Avenue -Suite 301-San Diego, Ca .. -92101 Tel: <619) 234-9411 Fax: (619> 234-9433 SDG&E l>CCESS DRNE'NAY 300 LF@ B TYPE VJ AARON - 'BIKE LANE' MARKING AND ARRON PM TY PE N r;;;-;-,PM RIGHT AARON L'..:J - 5 - 20 r;;;-;-, 'BIKE LANE' FUTURE STREET G ~ MARKING AND #IRON B TYPE VJ ARRON -12' W/1/RT!/ R26D/R8 ---~ ,----__ _:___ ------------. -12' -- 2 4 4-f) ,I--------=. ----------=------s 2 11 ' 0 40 TYPE IV RIGHT ARRON PM EXIST TEMP OE PRESSED CURB EXISTING TYPE IV PM ARRONS TO REMAIN ~- IO GRAPHIC SCALE I'= 40' 75 LF POINSETTIA LANE SEE SHEET 16 I r;;;-;-, TYPE N L'.:.:J RIGHT ARRON TYPE N PM LEFT AARONS R/8-2 R/8·2 I I I 38 250 LF @ 250 LF TYPE N 1------------...:3~3'.QO~' ~L,#A~NeHs~H1IF~r~rA~P~E~R~---~,-----...., PM RIGHT ARRON 16' i, 55 MPH J I I , , R/W 12'! ITE~--1---1 14:1 LF! ---EfJN 8•5 2/1-54 NOSE YE ON I I I I ' c:, -Rl &_ N-J -IL___ -11 ' EXISTING R/W EX.TE.01P ---'<--~---DEPRESSED ----CURB ,----, GR TYPE N ARRON -~ GR WHITE STRIPE GR TYPE N ARRON - VALLECITOS WATER DISTRICT BY: PRESTON H. LEWIS, P.E. R.C.E. 45927, EXP. 12/02 DATE ,_ 9 EXISTING /P ~-t PM 'B/Ke LANE' '--....J MARKING AND ARRON 55 'LANE SHIFT AREA /'(IJ 55MPH -11 ' 12' ___ r,:;;-:-i TYPE N .,, ~ LEFT ARRONS EXISTING R/W ---- 3' OFF C -- 350LF -12' -12, 12' 12' 5 )) - --12' --12' -- EL CAMINO REAL BENCHMARK: DESCRIPTION:STANDARO STREET SUF?vEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-1800, 288•89 ELEV AT I ON: 31/,407 MSL ENGINEER OF WORK {--,ff. 1,/L q/4zk4' JON M, COL~INS R.C,E, 62090 1DAT~ "AS BUil T11 !/4 Mt_tJL REVIEWED BY: ~c'~RC .. 4' ~'fr 10/r1. /01, DATE ~ CITY OF CARLSIB.4.D I SHEETS I 1----+---+---------------t----t----ii----r--, ~ ENGINEERIIG DEPARTMENT 71 STRIPING IND SISNING PUIIS FOR, POINSETTIA LANE AT LA COSTA GREENS STA.C-00 TO ST'A.68>7196 IND EL CNIINO REIL 1----1---l--------~---+--+--+--+-----i 1;;p£v,Eo.:: ur.,.a.,: ~ ~Dw,.E .. :, I t====i====t=============================;====~====;====;===~ ~C¥1T~Y~E~N~~~N~R=~R~.C~~-~-·= -~~~EX~P~-=~~~5,?fi:i#~- l-----+--+----------------t-;:-:-:;:::---t=;;;-t,;:.;;;:,,.;;:;w1 DWN BY: ---PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL ~~~i iv.---L __ C_T_9_9_-_0_3 _ _....J_ 317-2.I. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL VWD oz -002. ·.120904 'i POLE AND EQUIPMENT SCHEDULE I CONDUCTOR SCHEDULE 5TANDARD VE.H SIG MTG PED SIGNAL PPB ,u: PHASE DIAGRAM CONW/T SIZE & RUN POLE. MA5T ARM REMARKS I.S.NS. 3,, 3,, 3 11 3 11 3 11 3 11 2-3 11 POLE. TYPE. HE.IGHT SIG. LUM. A B MTG INDICATION MTG. ARROW LPSV LUM/NA/RE _) L AWG SIZE OR CABLE TYPE p H A s E POLE. OR CIRCUIT fil £ ffi ffi N ffi ,fil fil £ & /fu fil 0 26-4-80 30' 45' 15' EXISTING 1 A 1 0' EXISTING 29-5-80 30' 55' 15' 17' 3' ® 1A 10' 17' 3, 26-4-80 30' 45' 15' 17' 3' 0 1A 10' 17' 3' 26-5-80 30' 55' 15' EXISTING 1 A EXISTING 2-MAS SV-1-T RA, YA, GA R, Y, G R, Y, G TV-1-T RA, YA, GA 1 MAS 2 MAS RA, YA, GA R,Y,G SV-2-TB RA, YA, R,Y,G GA TV-1-T 2-MAS SV-1-TB TV-2-T 2-MAS SV-1-T SV-2-TB R,Y,G RA, YA, R,Y,G R,Y,G RA, YA, R, Y, G R,Y,G GA GA SP-1-T 6 SP-1-T 6 SP-1-T 2 SP-1-T 8 SP-1-T 4 SP-1-T 2 SP-1-T 4 E w N w s E N 250W 250W 250W 250W EI Cami no Real RELOCATE POLE Poinsettia Lane El Camino RELOCATE POLE Real Poinsettia Lane -<l---❖ 11)5 11)7 BARRIER I D'71/ // f.// / / (lj (LL! l[s]sJ. I/ s -.._ I " 13-IVO s 300 TD X-W 1-K I RA, YA, GA SP-1-T 6 E ---t--LL_:____,__'<l"_J___-L R, Y, G , jj''1''--l---L _ __._, __ LJLLJ ~I ======:~::::::::~::::::::::::=:~::::==:~:===:~::::~~=:::::===::::,~I ---:.,s~N~E'NS;HOW~E.N:;;Q{jl~Nl~PBOLDM~E.;NT~L_-----1;. •• -,.A~LL~P~E.~Dl/<PUU::S;/,H',a,BUTTmOJONV5S~SH~ALILLLJiME.f/E.~T~OR~-'---r=ZL=,=J=rr--7T,,,-7,,-----.-~--,;hl'\l1 \1,-,--.-rr--.-~. ® 1 0' . DETECTOR SCHEDULE . E.XCE.ED ALL ADA ACCESSIBIUTY GUIDE.UNE.S. ,-I . NO. PHASE. SLaT TERMINAL 3 2 /JU T2 -9 & /0 _ ~ ..,__ - 4 2 (BIKE.! I.JL T2 -II & 12 / r I)_ °' 5 5 JIU TJ -/& 2 ~ APPROACHING •/2~ / 2 12U T2 -5 & 6 E,V.P,E. DETECTOR---~::.......j""=~ <( / -...,_ _, .,3 I 2 2 /2L T2 -7 & 8 8 ' :::5 ·/>1I jj/ I ½ 3' ', a:: C 0 N 0 u C T 0 R s 3 12 TOT AL CABLE.S N0.6 /0 6 PAIR •19 N0.12 TYPE 'EJ' DLC TOTAL DLC E.V CABLE. TOTAL EV 3 CON./12 CON. SIGNAL SERVICE UGHTING 2 2 2 2 2 2 2 INTE.RCON.CABLE. /SNS 2 2 2 2 2 2 2 LOOP 1 6 LOOP 1 1 2 2 EVA/2•5! 1 1 E.VA(4•7! E.VA/1•6! 1 E.VA(3•B) 1 1 1 2 2 4 6 4 /6U T4-9&/0 VEHICLES ~~\\ 7 4 Ill T6 -3 & 4 I) --4 (BIKE! /6L T4 -II & 12 AB-121 B 9 /0 7 J5U T5 -5 & 6 6 J2U TJ -5 & 6 ASTRO MIN I -BRAG OR EQUAL MAST ARM STAINLESS t: 1/ ;;;;• ,i ::1i· ' t .. CAME.RA CABLE.S BE.LDEN 8281 1 1 1 1 2 2 4 w .//},/, /// I I/ ~:.:..::..:..c==+--+=='-'--=--+-+--+--t---+---t--t---+-+--t--t----1 (/) ~ // ;</ ll ri· LC_AM_E._R_A_P_OW_E_R__L.___,_J_•1_6 ____ ~_1_~_1 ~-1~_1_~_2~_2_~4-~-~-~-~-~ z I I / / / / I ,. L/ N = Nl!W CONDUIT 0 </>8 ';; / / / I/// ;; l~~j> ~R73-5 " 0 ALL CONDUCTORS ARI NIW II 6 JJL T3-7&B STEEL BAND 12 6 (BIKE! JJU TJ -9 & 10 13 I 1/U T2 -I & 2 14 B .16// T5 -9 & 10 15 B J6L T5 -II & 12 16 8 (BIKE.! J7U T7 -I & 2 17 3 /5U T4-5&6 PPB <I> 2 112U TB -4 & COM 6 OPTICAL DETECTOR ASSEMBLY NOT TO SCALE PPB <1>4 &<I> 7 l/2L TB -5 & COM 6 PPB ,i, 6 I/JU TB -7 & COM 9 EVA ,t,2 & <i> 5 J/2U T9 -4 & COM 6 EVB <I> 4 JIJU T9 -7 & COM 9 EVC <I> I & <I> 6 J/2L T9 -5 & COM 6 EVD <i>J &<P B JIJL T9 -8 & COM 9 R/W~ AB ., 7 \ ,t,4 ►t::::::;;~~~~~-;~~-=--=--:-=-:_~~~~~~~ ~---.._ _c-,-,.__, "2~2 ~---< <1>4 I ~ .....,__ . . . _ . / \ ~ -~._ ·.;; ,,. ~ -~.,7 ,-~ ---REC~A"°i-E PO~~s c&E A~:vB <14 + ., 7 1 AB ~~w-i. ,---1b,,L-,-:)t "'~'<==.~t"==-;::::'.:':--'--;---.... . ..:....:,...;.. __ .::. -;; __ =_= __ .. -_ .. _-_-::::::::: I/ .d""---_____ cc ~;s __________ ~1'- 11 Eau1PMENT4_N~w--L □CATI □N:~[)<f\->'~-~-·'"'_2""'\:---~AB~~I,:---_--....;:------- R/W.=\ a.. . ;I . / I I / /. //' • • #6 E / //( // // I I />/,/ ~/ /' / /// ll/1 - 2"C 1 DLC AB EXISITING 2"C 1DLC_;\ \ \ • FLASH SENSE. //41) --TB -JO & COM 12 --RD;tOVE-=-/_ _ _ r~ ---L• ------------J. ~1"-21 1---,._)R11 r I) ) ) ) ----~~ 1~;~~G AND __ -_--_--_--------~ --~ I ~ ~ <1> 2 ◄ )\ I ----L" ,, :--1"~;~;~~~;-.. ~·~;:~•-~:·;C]·s·•·S·~f--.j<•~.z~>S<2:.·";;,·s·,:::·•s•c''.°J'-J "'.<1>~21"'. -:-:-----.=-~~./~,'----..,: --.r-------.,i.+---...J -=~~;;;._~-/\5 _ II 1..../ EVA </1.2 + <1>5~~ ' .::-,.~•·. ,.·•. 'j ----1. •~-~==========j,...---:_ ,-C--~~~~~:~~I NG ----·-1-5 \.....__ ,~ ,.: -:::... ,;2 ~RS I R73-3 ; ~--.:::;:-.;::;::, -,;; ---------------------R/"'MBVE. EX ST I NG 350' Tn X-WA K .. .. ... ... . ... . :,. ~ 4 R73-5 I LREMOVE ~:l~::3§-- - ----AC BE.R~ ~-, ,~<<~';(_~~~~~<~:.<~~ ,t,5 1242 R61-13 <1>1 /1 'f' ':,.IJ2 ·tt-r -I ' ~'~~~--~~;:~><><~"~', __ ·-<:~_~'-.. '~i , { ~ ··--... . ·-. ,fS:::::--::.-::,~<~~~'.:<~--~ ---+-+---------~ -t-:--1::7------;,1c..._,,,.,..1_-il;~~~~~-"c-.-~~~~:-:-,c:~~ >~-S q,6 ,, '.~I I LJ R73-5 ~..;.,<~s.:::°?:~s.-i~~-~~7;~.__~~;_f =: ~n i-~_['--ctil-'·::.1.:..:=•-={:tl-)' ····~.. . .. . . ... --"-{ ~-:-::-'J.:~:...,~,....,.,":-i Rs I :~~~f ~:b:N Eve ~ +:,6-<=:r:1~;+:-=_--J-ll Rs I R3-4.-2 - I ~~:::::o~,:::~,rn ,."~'oo"~" """"'" :,,,n ,w,;,;;:; ,e: ,;;,;;;;'-~~~ ~C~ // ' rn-s A m .. -- ACCESSORIES To PROVIDE. THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL --':~,.. I/ ~~VD .,3 + .. a 1 .,3;~6 wl>C~ ... FP:;--__ -_--I _-_-__ -._-._--.-=----= __ =-~~~=-===_::. ___ ::._:.:.~~~~===--=-====~:.:.·::.:-..j HAVE. A PULL-OUT DOCUMENT TRAY. THE. CONTROLLER UNIT SHALL BE E.QU/PPE.D WITH ONE MODE.L 412C ~-. ,~ __ .. ---.-· _ _ __ --··· · ~--:_, --~r-1-..lJ I, 11 1 PROGRAM MODULE., ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMING CHIP, TWO MODE.L CARDS,\~., .,5 "f-{\,.,. · -- . - - - ---F7 -------s---------- R/W . - - , J r-2"C 1DLC ' ; 350' TO X-WALK - ---7 / ------- R/W 752 DUAL PRIORITY DISCRIMINATOR TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI. 2010ECL \ ~ .... ~~~P.. 8 ----.,8 -----. ..-----· _.--··----.. ----/';;"" ~:07 #6 EL CAMINO REAL R/W CONFLICT MONITOR UNIT, AN UNINTERRUPTIBLE. POWER SYSTEM (UPS) SHALL BE INSTALLED IN THE (o\B \'-)~'"., --··1·1·j· ·.··_-D-r·/· .. /·.-./·.,. [~~1j·r-.-/··'··11r ..• //T7/ .. 1.-1·_' [F?:!11/1. 0G CONTROLLER CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL PROV/OE A MINIMUM OF 8 HOURS RE.O v{1 , _.· , , I''.-·.·,. '·· .. /Ir/.,, Ii .--------------------------------, FLASH OPERATION AT INTE.RSE.CTIONS USING RED LE.D SIGNAL INDICATIONS AND PROVIDE POWER CONDITIONING A 8 \\ -l'..__;_ -.,.. . (IJ/1,//,A f/1 111 TRAFFIC SIGNAL INSTALLATION NOTE: To THE. caNTRoLLER. rcLARY sp sERIEs oR APPRovE.o EouAL ). -• c,;1 I (/;,1 r;½-11 r/_//) ;;;.,I -----IF s1cNAL is NoT iNsTALLEo w1THIN oNE YEAR oF THE c1TY APPRovAL, PLANs i-:;-i ' \ ' v 1. I "/11· I r;//J. I/ /J ,;/ :; </>4 MusT BE. REsuBM/TTEo FoR PLAN cHE.cK 90 oAYs 1N AovANcE oF BEGIN L:..JE.XISTJNG TYPE. III-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE. 6 /_ V/. /•/,•/ V/1 1 / (:'/LJ /)1 · CONSTRUCTION DATE: (BEGIN CONSTRUCT/ON DATE. REQUIRES PRIOR APPROVAL ~INSTALL SINGLE CHANNEL E.V.P,E, DETECTOR UNIT (3M OPTICOM MDOEL · ./ ffi //. (/A/ _'jfr" WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE. FOLLOWING WORK TO BE. DONE ACCORDING TO THIS PLAN AND: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS. 2, CALIFORNIA DE.PT. OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR LATEST REVISION THEREOF), 3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS /JULY 1999 OR LATEST RE.VISION THEREOF). 4, CALIFORNIA DE.PT. OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCT/ON AND MAINTENANCE. OF WORK ZONES (1996 E.0/TION OR LATEST REVISION THEREOF). 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1997 E.DITION OR LATE.ST REVISION THERE.OF). GENERAL NOTES /. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THE.SE. PLANS IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE. THE DE.PTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. 2. THE. CONTRACTOR SHALL OBTAIN AL NECESSARY PE.RM/TS AND NOTIFY ALL UTILITY AGE.NCIE.S AT LE.AST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3, ALL NEW PULL BOXES ANO COVERS SHALL BE CONCRETE. UNLE.SS OTHERWISE. SHOWN, PULL BOX COVERS SHALL BE MARKE.O WITH "TRAFFIC SIGNAL" • ALL PULL BOXE.S SHALL BE. NO. 5 UNLE.SS OTHERWISE SPECIFIED. MAXIMUM PULLBOX SPACING SHALL BE 200 FEET. 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE. A 3" CONDUIT INSTALLED TO THE. AOJACE.NT N0.5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE. A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE.. 6. ALL NEW LDDP DETECTORS TO BE TYPE "E ". LOOP DETECTORS SHALL BE 6' DIAMETER WITH 10' SPACING AND POSITIONED IN THE CENTE.R OF LANE. UNLESS OTHERWISE SHOWN. FRONT LOOPS SHALL HAVE FIVE. (5) TURNS. ALL OTHE.R LOOPS SHALL HAVE. THREE (3! TURNS. LOOPS SHALL BE SEALE.D USING HOT-MELT RUBBERIZED ASPHALT SEALANT PE.R CALTRANS SPECIFICATIONS. SEE CALTRANS STANDARD PLANS E.S-5A ANO ES-5B FOR DETECTOR LEGENDS AND DETAILS. 7. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATE.S. ALL RED, GRE.EN ANO PEDESTRIAN SIGNAL INDICATIONS SHALL BE. L.E.D. 8. PEDESTRIAN HE.ADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE. TYPE "A" , L.E..O. PE.DES TR I AN PUSH BUTTONS SHALL BE 2" PER AOA. 9. LUM/NAIRE ANO I.I.S,N.S. SHALL HAVE. TYPE IV P.E.C. 10,ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FDR ALL STANDARDS. 11,SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR E.OUIVALENT ! • 12.THE. CONTRACTOR SHALL BE. RESPONSIBLE FOR THE. LAYOUT AND INSTALLATION OF VIDEO DETECTOR ZONES, TRAFFIC STRIPING, PAVEMENT MARKINGS ANO LEGE.NOS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THE.SE PLANS. ALL TRAFFIC STRIPING AND MARKINGS WITHIN AN 800 FOOT PER IME.TER OF THE. CONSTRUCT! ON PROJECT SHALL BE. RESTORED TO A "LI KE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE. CITY INSPECTOR. 13. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE. PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. FOR THE LOCATIONS OF THE. STRIPING, PAVEMENT MARKINGS AND LE.GE.NOS, PARKING REMOVAL ANO SIGNING PRIOR TO PAINTING AND INSTALLATION. 14,THE. CONTRACTOR SHALL BE RESPONSIBLE. FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING • 15,THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE. THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLE.SS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE.. 16.FLASH/NG SIGNAL OPERATION SHALL BE. RE.O ON ALL PHASES. PE.DE.STRIAN SIGNALS SHALL BE. BLANK DURING FLASHING OPERATIONS. 17,ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH SIGNING ANO STRIPING CONTRACTOR. 18.THE. CONTRACTOR SHALL BE. RESPONSIBLE FOR ANY MONUME.NTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DE.STROYE.O BY CONSTRUCT/ON. SUCH POINTS SHALL BE. REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT A TI ON BY A L ICE.NSE.D LAND SURVEYOR OR REGISTERE.O CIVIL ENGINEER AUTHORIZED TO PRACTICE. LAND SURVEYING. A CORNE.R RECORD OR RECORD OF SURVEY, AS APPROPRIATE., SHALL BE F/LE.D BY THE LICENSED LAND SURVEYOR OR RE.GJSTERED CIVIL ENGINEER AS REQUIRED BY THE. LAND SURVEYOR'S ACT. 19.LIMIT LINES AND CROSSWALKS SHALL BE FIE.LO LOCATED. 20. TE.STING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE. ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OR CARLSBAD. THE. CONTRACTOR SHALL DELIVER AND PICK-UP EOUIPME.NT, 21.THE CONDUCTOR SCHEDULE. IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRE.CT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 22,THE CONTRACTOR SHALL COORDINATE SERVICE DE.TAILS AND SCHE.OULING WITH SDG&E AND PAY THE. RE.OU/RED FEES FOR SERVICE. CONNE.CT/ONS. 23.ALL SALVAGED EQUIPMENT SHALL BECOME THE. PROPERTY DF THE. CONTRACTOR. 1.7 '9-4-1#6 I l/\71 '1 f /;I;!,/, '-'.L,j • /). BY CITY ENG/NE.E.R). 711 OR APPROVED EQUAL! PER CAL TRANS STANDARD PLAN ES-4E, i::7 [>< ·. 'I Vi< (j;/ I /1 'm; BENCHMARK: 11 AS BUil T" i::;::~:~Rc1~t~\:iR:[cHo::fR 1 :1:t~;:Rff·:E;E:SAif~IPMENT, MOUNTING L'.J -::-;: I t~~ II t;;J11\ 2 1/ ~ .•.. 0 INSTALL MAST ARM-MouNTEo sIGN PER cAL TRANs sTANoARo PLAN ".;~iti1css1oi;;.,, . I v// r/~ , / 1 /., . , REFERENCE ES-?N, DETAIL "u". SIGN TYPE. AS NOTED oN PLAN. 1$-Y -\~\ EX. 3 ,, #: .:/ ' ~;/ I t~;11 / \4-v---, 2 SEE DWG • #3 77-6C 0 INSTALL TELE.SPAR POLE WITH W41 PER CAL TRANS STANDARD PLAN E.S-4C. (~(Irr•;::;,~~:°'" : 5) 3#1, 2#6, ;#8 -'-,: (/,/ G"/.j 14>4 l</>4 DESCR I PT! ON: 5TANDARO 5TREE.T SURVE.Y MONUMENT B //Jr,/ ,6,,~,~~ If II \ * ~ c)·p.O~\j,)\01 / * / !t'-1 I~// I (,~//. I INSTALL SIGNAL AHE.AD PAVE~NTAL nE.GEND AS SHOWN ON SHE.E.T 16. ','J_,;,.,.__1vt/<$:/. ; I v/ . /.] \ :1 I cuRBIBERM FL □w LINE 10' ,-------------------·_(:.0:::r::c::11.::::1'::..·~-_ .. --' ______ -, -.._j_C._-'---.._ _ _J__j_lgc:'..f1/J1j ~ I \_1/ I OR EDGE OF SHOULDER 1 . w A,C,R, r B~- DECLARATION OF RESPONSIBLE. CHARGE #Sc I HE.RE.BY DECLARE THAT I AM THE. E.NGINEE.R OF WORK FOR TRAFFIC SIGNAL PLANS FOR THIS PROJECT, THAT I HAVE EXE.RCISE.D RESPONSIBLE. CHARGE. OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. . \ I <1>7 EQUIPMENT LE.GENO 1• NEW OR RELOCATED --+[::::>-EXISTING R73-5 --►-EX I ST I NG TO BE POLE A REMOVED, SALVAGE POLE C LOCATION: 5TA288•89 EC ON CENTERUNE OF EL CAMINO REAL EXP. r. lto/iC<il DATE 20~~IOE=3°E==~20E====40E===803 RECORD FROM:SAN DIE.GO COUNTY VERTICAL CONTROL c: RS-/800,288•89 REVIEWED BY: VWu uWc,. Nu GRAPHIC SCALE I'= 20' ELEVATION: 311.407 M.S.L ~ ['.KT1( rOF C'.,4.[~J,SR/l>J) ~I 1-----t---+-----------------i------r--.,---,--, L2_QJ ENGINEERING DEPARTMENT Li!__J ~::::'.::::=--=========::::::-.-====; TRAFFIC S/GNN... Pl.NI FORr EL CAMINO REAL AND I UNDERSTAND THAT THE. CHECK OF THE PROJECT DRAWINGS AND OR RELOCATED POLE E POI F LOC:fslON DETAIL ~~:~1:~gA~~~~sND~YR;~~E~~TYM~FA~A~~~~~~E!so~o~~!~E~N~oo~ :~vIE.W ' ~ 4... f i,: f ,1..-+-+~J~oo~'~To~ POLE G ~~---#~ n,,f! !'2/,;./.,J 1111""7-~'Kimley-Horn RESPONSIB/LITIE.S FOR PROJECT DESIGN. ~ l / 1 X-WALK l---+----+----------------+----i----t---i-----1 1·cc..1r""y"'::"E..,.NG~IINN~ElPR .. <±'--'-''-"-:!R."=ef-f.EE'." •• ""---'----';EXP-.--~ -1ofiE POINSETTIA LANE IIIIII...J_r __ r and Associates, Inc. /I 4.J.. /IJ . 1z1 SIGN DETAILS OWN BY, PROJECT NO. DRAWING NO. Engineering. Planning and Environmental Consultants ~ --../( 5'0 Z.70 / / t ;:/t>) L:.J <1>4 NOT TO SCALE. DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY,--....--.-CT99-03 397-2 J l!51~1~F~ou~r~th~A~ve~n~u:e~-~S~u:lt:e~3~0:l-~S~o~n~D~le~g=o~, ~Co:-~-~9:21:011:E.N:G:i~N:E:E:R=:===========L~IC:E~N:S:E=#======~O:A:TE~=Lj~::1EX~-~3~"JC_T~O~S~D~G~&E~S~E~R:V~l:CE~-------------------------~~~~-=--J~E~NG~IN~EE~R~O~F~W~OR~Kd:===~~~~~~~~;;===~O~T~HE~R~A~P~P~RO~V~A~L~C~IT~Y~A~P~PR~O~VA~L~~R~V~WD~B~Y~:~'~u~~',~==~~~~~:7,~~~~~~0 Tel, 161912:14-9411 Fox, 16191234-9433 j POINT AT SKIMMER LANE VWD 02-002 030603 POLE AND EQUIPMENT SCHEDULE "' DETECTOR SCHEDULE - STANDARD POLE MAST ARM POLE TYPE HEIGHT SIG. LUM. A 0 24-4-129 30' 35' 1 5' 1 4. 5' ® 1-A 1 O' 15' @ 26-4-129 30' 45' 6' 18' @ 1-A 1 O' 18' ® 24-4-129 30' 35' 15' 14' 0 1-A 1 O' 1 4 ' ® 26-4-129 30' 45' 15' 7. 5' ® 1-A 1 O' 20' 0 1-A 1 O' 20' VEH SIG MTG B 3, 3' 3, 3' 3' 3' 3' MTG 2-MAS SV-1-T SV-2-TB 2-MAS SV-1-T SV-2-TB 2-MAS SV-1-T SV-2-TB 2-MAS 3' SV-1-T 3' SV-2-TB INDICATION RA, YA, GA R, Y. G R, Y, G RA, YA, GA R, Y, G RA, YA, GA R, Y, G R, Y, G RA, YA, GA R, Y, G RA, YA, GA R, y. G R, y. G RA, YA, GA R, y. G RA, YA, GA R, y. G R, Y, G RA, YA, GA R, Y, G PED SIGNAL MTG. SP-1-T SP-1-T SP-1-T SP-1-T SP-1-T SP-1-T SP-1-T SP-1-T PPB .... AF/RON N 11>2 E il>B E 11>8 s (116 s (116 - $4 w w 11>2 N - LPSV LUMIN1'1RE 180 W 180 W 180 W 180 W /J.S.N.S. Poinsettia Lane A Ii cante Road Poinsettia Lone A Ii oante Road REMARKS 0 -<( 0 al.. uJ r-' z1 -<( I NO. I 2 3 4 5 6 7 8 9 /0 II 12 13 14 /5 /6 PPB PPB PPB PPB EVPA EVPB EVPC EVPD FLASH \ I I PHASE SLOT 2 l2U 2 12L 2 /3U 5 JIU 8 J6U 8 J6L 8 JTU 3 15L 6 J2U 6 J2L 6 J3U I JIU 4 !6U 4 /6L 4 ITU 7 J5U 2 l/2U 4 /l2L 6 l/3U 8 /l3L 2•5 J/2U 4•7 J/3U 6•/ J/2L 8+3 Jl3L --//4/J I \\ \ I\ ,:PB \ \ \\ I I I 1 is' \\\□ CONSTRUCTION NOTES • ALL EQUIPMENT IS NEW ,. ALL PED PUSH BUTTONS SHA!._L MEET OR EXCEED ALL ADA ACCESSIBIUTY GUIDELINES. u\ I um LI \1 L\1'\t. \\ 0/NSTALL TYPE 170 CONTROLLER IN MODEL 332 ALUMINUM CABINET INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 MODEM, ONE BLANK MODEL 27256 £PROM PROGRAMMING CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CARDS, TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI 2010ECL CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM (UPS! SHALL BE INSTALLED IN THE CONTROLLER CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LED SIGNAL INDICATIONS /CLARY SP 1000 SERIES OR APPROVED EQUAL!. 01NSTALL TYPE III-BF SIGNAL AND LIGHTING SERVICE ENCLOSURE PER SDG&E REQUIREMENTS, PROVIDE 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V I.I.S.N.S. METERED CIRCUIT BREAKER, 15A-1P, 120V FLASHING BEACON METERED CIRCUIT BREAKER AND 30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET, 01NSTALL SINGLE CHANNEL E.V.P,£. DETECTOR UNIT (3M OPTICOM MODEL 711 OR APPROVED EQUAL!. CONTRACTOR SHALL FURNISH AND INSTALL E.V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. SEE DETAIL THIS SHEET, 0 INSTALL MAST ARM-MOUNTED SIGN PER CAL TRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS NOTED ON PLAN. ic7INSTALL TELESPAR POLE WITH W41 PER CAL TRANS STANDARD PLAN ES-4C. L::'.J I NS TALL "SIGNAL AOHEAD" PAVEMENT LEGEND AS SHOWN. "7GRIND DETAIL 29 AND 12" YELLOW STRIPES TO OPEN LEFT TURN LANE LJONTO EL FUERTE STEET. REMOVE AC BERM. 0 PLACE TYPE IV LEFT TURN ARROW AT 240LF FROM CROSSWALK. iBlrNSTALL VIDEO DETECTION SYSTEM ( ITERIS VANTAGE EDGE OR ~ROVED EQUAL/ TO PROVIDE VEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON LUM/NAIR£ MAST ARMS AND ALL WIRING AND ANCILLARY EQUIPMENT, E.V.P.E. DETECTOR---..._~~==~ ,::::;,,-. APPROACHING VEHICLES --- AB-121 ASTRO MINI-BRAG OR EQUAL MAST ARM STAINLESS STEEL BAND OPTICAL DETECTOR ASSEMBLY NOT TO SCALE CURB/BERM FLOW LINE OR EDGE OF SHOULDER -0 CROSSWALK u z -0 Le. <r: Le. f-<r: r u 0:: w f-0:: Le. 0 0 1 O' B.C.R. B . 0:: . u . w ......-i•n Kimley-Horn POLE LOCATION DETAIL .....i • LJ and Associates, Inc. NTs Engineering, Planning and Envlronmental Consultants 517 Fourth Avenue --Suite 301-San Diego. Ca. -92101 Tel: 1619) 234-9411 Fax, 16191 234-9433 300 co ' 11)1 _J 11)5 LF STA 0 PHASE DIAGRAM ~ t: <I----I> l. '7 11)2 11)3 11)4 <1----1> ~ i : i ~ '7 $6 11)7 11)8 BARRIER R/W - 0 (/1 l> _.. ¢2 (/1 l> _.. 38+50 -300' TO L\M\T UN fl --1 -. - - ---- 0 ¢2 -- 11 ljl I, 11 11 -1 - 3" C, SIC <6 PR#19l TO TRAFFIC CONTROLLER AT POINSETTIA/EL CAMINO REAL SEE DWG. 397-2K BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: STA288+89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CO/ffROL RS-1800.288•89 :::i I I \ -<( I I 3 0 - 44' TO LIMIT LIN 9 ELEVATION: 31/.401 1.1.S.L 3" C. TO SDG&E SERVICE POINT~---.,_ APPROX. 300' SOUTH OF INTERSECTION DECLARATION OF RESPONSIBL F CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TRAFFIC SIGNAL PLANS FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENG/NEE WORK ND OF MY ESPONSIBILITIES FOR PROJECT DESIGN. DENNIS J. LANOAA .. R.C.E. 50270 DATE \\ \\ I\ I I I I I I I TERMINAi.. T2-5&6 T2-7&8 T2-9&/0 T3-/&2 T5--9&10 T5-ll&l2 T?-1&2 T4-5&6 T3-5&6 T3-7&8 T3-9&10 T2-/&2 T4-9&/0 T 4-11&/2 T6-l&2 T5-5&6 T8-4&COM6 T8-5&COM6 T8-7&COM9 T8-8&COM9 T9-4&COM6 T9-7&COM9 T9-5&COM6 T9-8&COM9 T8-/0&COM/2 ' I I I I I I I I I \ I I I I \ I I \\ \\ \\ I \ ' I LI I I\ I \\ 20 IO CONDUCTOR SCHEDULE !:o WORK TO BE DONE p /i/NG SIZE H OR A POLE OR zi,t 3,, 3 " CABLE TYPE s CIRCUIT ill fil ill E C POLE -A / / / 0 / / / N 3 C POLE -B 0 0 POLE -C / / / u N C D POLE -D / / Yi T u 0 C POLE -E / v1 / R T s 12 D POLE -F V, 1_,.,, / R s POLE -G / / / POLE -H / / / POLE-/ / / / TOTAL CABLES 3 CON./12 CON. !..--4 3----'2 V1 N0.6 SIGNAL SERVICE /0 UGHTING 1 6 PAIR •19 INTERCON. CABLE POLE-A BELDEN POLE-C 8281 VIDEO POLE-£ 1/, CAB POLE-G 3 •16 VIDEO Pr:JNER TOTA!._ VIDEO 1_,.,, CONDUfT SIZE & RUN 2-3' zl,{ 2 I " '2 3 " ill ill fil IA / / / / / 1......-, / 1,,./j / / ~ / / / v1 / / / 1_..,..-:; / / / / 1 A / / 1 1 1---"i / / Y, 1--/4 V1 v2 3,'7 1 1 1 1 Yi V, 1-----i ~ ½ 1---i 1/1 3-3 11 2" &. fr, Yi / Y1 / v1 / V1 / Y1 / 1/1 / y, / 1/1 / Y, / 1/9 / 3 2 2 2 2----1 Y, Y, 2.---1 ~ &, £ / / /-/ / / / / / / / / / / / / / / THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1, THE CITY OF CARLSBAD SPECIAL PROVISIONS. 2. CALIFORN1A DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR LATEST REVISION THEREOF/. 3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS /JULY 1999 OR LATEST REVISION THEREOF!, 4. CALIFORNIA DEPT, OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE OF WORK ZONES /1996 EDITION OR LATEST REVISION THEREOF!. 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON /1997 EDITION OR LATEST REVISION THEREOF). GENERAL NOTES 1, THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. 2. THE CONTRACTOR SHALL OBTAIN AL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION, 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL" . ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED, MAXIMUM PULL BOX SPACING SHALL BE 200 FT, 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT N0.5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO THE ADJACENT NO. 6 PULL BOX FOR FUTURE USE. 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW, GREEN AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE L,E.Q, 7, PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE "A" , L.E.O. PEDESTRIAN PUSH BUTTONS SHALL BE 2" PER ADA. IEV CABLE 1 I z I 1 I 4 I 8. LUMINAIRE AND I. [.S.N.S-SHALL HAVE TYPE IV P.E.C, L_ ____________ _j_ _ _j_ _ _j_ _ __Jc_=--.L_--'---'--'---'---'--'--'----'--9. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 6 ALL CONDUIT.CONDUCTORS AND CABLES ARE NEW 10, SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL 1 44' TO LIMIT LINE ,;. 4P ;-r;f'T.1-1'"""' '+' ~,1!,1/11/1.1,11 I 1..1 /.J....LL/_L/.L I \ I \ I \ ¢ 4 \ I 0 \ I 20 I I I I GRAPHIC SCALE I'= 20' I 8 - 80 ¢6 NO U TURN R73-2 R73-3 POLE C POLE A POLE G POLEE SIGN DETAILS TO SC/>LE _,,,--R/W r==-=====::::::::::::::::::::::::::~" 0 ST A 4 7 +-00 [fl -- 255 LF 300' TO LIMIT LINE - POINSETTIA LANE ~R/W 3" C, SIC I 6PR#19) TO TRAFFIC CONTROLLER AT POINSETTIA/El FUERTE SEE DWG. 397-2K. PULLBOXES AT 200' INTERVALS. BE FABRICATED USING PRISMATIC, CUBE CORNER, REFLECTIVE SHEETING IDIAMOND- GRAOE OR EQUIVALENT!. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF VIDEO DETECTOR ZONES, TRAFFIC STRIPING, PAVEMENT MARKINGS ANO LEGENDS, PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THESE PLANS, ALL TRAFFIC STRIPING AND MARKINGS WITHIN AN 800 FOOT PER I METER OF THE CONSTRUCTION PROJECT SHALL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 12.THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL AND SIGNING PRIOR TO PAINTING AND INSTALL AT ION. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 14.THE CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 15,FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 16.ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH SIGNING AND STRIPING CONTRACTOR. 17,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LANO SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT, 18,LJMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED, 19,TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OR CARLSBAQ. THE CONTRACTOR SHALL DELIVER ANO PICK-UP EQUIPMENT. 20.THE CONDUCTOR SCHEDULE JS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR INTENDED OPERATION. 21.THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 22,ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. HAS BUil TH TR/JFFIC SIGNAL INST ALiATION NOTE: U //..L.J ta/rL/o{' R.C.E. 'fl) Z'f:Q EXP 1;/J,:1/toor DATE IF SIGNAL JS NOT INSTALLED WITHIN ONE YEAR OF THE CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE: !BEGIN CONSTRUCTION DATE REQUIRES PRIOR APPROVAL BY CITY ENGINEER/. REVIEWED BY: ut,,C,a.l , nli,los INS CTOR DATE 1------1---+------+-------!---+----+----, LZU {~[1l'Y (Q)f' (~,~Rt,Sl[~;\11} I SHEETS I ENGINEERING DEPARTMENT 6 9 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC SIGNAL PLAN FOR, POINSETTIA LANE AND ALICANTE ROAD APPROVED: r d, &. --~!&~ ,4.-< iffi~ EXP . DRAWING NO. 397-2 I VWD 02-002 ---, I 030603 • VALtfCITOS WATER DISTRICT GENERAL NOTES 1 • 2, 3, 4. ALL WATER AND SEWER LINES TO BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS OF THE VALLECITOS WATER DISTRICT FOR THE CONSTRUCTION OF WATER AND SEWER FACILITIES. WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL HAVE A MINIMUM COVER OF 5 FEET. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCT/ON. VALLECITOS WATER DISTRICT COX COMMUNICATION s.D.G. & E. PACIFIC BELL UNDERGROUND SERVICE ALERT 1-760-744-0460 1-800-227-2600 1-8D0-227-2600 1-800-227-2600 1-800-227-2600 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCATION AND DEPTH OF ALL EXISTING WATER AND SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY IS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO THE DISTRICT FOR APPROVAL. 5. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. 6. A PRECONSTRUCTION CONFERENCE MEETING SHALL 8£ HELD A MINIMUM OF THREE (3! WORKING DAYS PRIOR TO CONSTRUCTION. 7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCTION MAY BEGIN, THE CONTRACTOR MUST CONTACT THE VALLECITDS WATER DISTRICT ENGINEERING DEPARTMENT. 8. ANY CHANGES IN THE APPROVED IMPROVEMENT PLANS MUST BE REVIEWED AND APPROVED BY THE DISTRICT PRIOR TO THE INSTALLATION OF SUCH CHANGES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB SITE, AN "AS-BUILT" RECORD OF ALL WATER AND SEWER MAINS AND APPURTENANCES INSTALLED UNDER HIS CONTRACT AND PROVIDE SAID RECORD TO THE ENGINEER AT THE COMPLETION OF THE CONTRACT, THE ENGINEER SHALL PROVIDE TWO (21 BLUEL/NE SETS OF "AS-BUILTS" TO THE DISTRICT PRIOR TO THE WATER AND SEWER SYSTEM BEING PLACED INTO SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WATER AND SEWER SYSTEM. 10. ALL CONTRACTORS WORKING IN THE PUBLIC RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE APPROPRIATE AGENCY, INSPECTION OF ALL WORK /$ REQUIRED, FORTY-EIGHT (481 HOURS ADVANCE NOTICE REQUIRED FOR INSPECTION, ND WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY ON SATURDAYS, SUNDAYS OR LEGAL HOLIDAYS WITHOUT THE EXPRESS PERMISSION OF THE DISTRICT ENGINEER, IS 11. UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WATER SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN. 12, ALL WATER LINES SHALL BE ASBESTOS CONCRETE PIPE, CLASS 150, OR AS NOTED, ALL SEWER LINES SHALL BE BELL AND SPIGOT VITRIFIED CLAY PIPE, OR AS NOTED. 13. THE CONTRACTOR $HALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VALVES, 14. ALL WATER SERVICE OUTLETS SHALL BE ONE INCH !1"! DIAMETER COPPER PIPE UNLESS OTHERWISE NOTED, AND SHALL BE MARKED ON THE FACE OF CURB WITH "W". 15. UPON CONNECTION OF THE NEW WATER SYSTEM TO THE EXISTING SYSTEM, ALL VALVES ON THE EXISTING AND NEW SYSTEM SHALL BE OPERATED ONLY BY DISTRICT PERSONNEL. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT 24 HOUR$ IN ADVANCE OF ANY PLANNED SHUTDOWN TO HAVE DISTRICT OPERATE VALVES. 16. ALL ABANDONED SEWER LATERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL ABANDONED WATER SERVICES SHALL BE SHUT OFF AT THE MAIN, AND THE CONNECTION SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE REPLACED PRIOR TO ABANDONMENT, RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT ENGINEER, 1 7. 18. ALL SEWER LATERALS, OTHER THAN VCP OR DIP MATERIAL, DAMAGED OR MODIFIED DURING CONSTRUCT/ON SHALL BE REPLACED IN FULL AS DIRECTED BY THE DISTRICT ENGINEER, ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM FIVE-FOOT (5') DEPTH <TO TOP OF PIPE/ AT PROPERTY LINE AND SHALL BE CLEAR OF DRIVEWAYS, ALL LATERALS SHALL BE CLEARLY MARKED WITH AN "S" ON TliE CURB AND SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. 19. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL BE PRESSURE TESTED, AND FLUSHED CLEAN USING THE "WAYNE" BALL METHOD. 20, THE DISTRICT WILL NOT SUPPLY WATER OR SEWER SERVICE TO ANY PROJECT UNTIL ALL PROVISIONS OF THE DISTRICT STANDARDS AND IMPROVEMENT PLANS HAVE BEEN MET, AND FINAL ACCEPTANCE OF THE PROJECT HAS BEEN GRANTED BY THE DISTRICT BOARD OF DIRECTORS. 21. RELOCATION OR EXTENSION OF AN EXISTING WATER METER SHALL MEAN INSTALLATION OF THE METER AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIFICATIONS AS DIRECTED BY THE ENGINEER AND PERPENDICULAR TO THE MAINLINE CONNECTION. UNLESS OTHERWISE NOTED, SERVICE LATERALS OTHER THAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL ALSO BE REPLACED, 22, WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCT/ON SHALL BE REPLACED IN FULL BY A COPPER SERVICE PER DISTRICT SPECIFICATIONS AS DIRECTED BY THE ENGINEER, 111"'1 -H Kimley-Horn ~111m r __ :, and Associates, Inc. En01nef;r·1ng, P!onnlng (Jlld Envlronmf1ntol Consul1'ants 5!"( Four·th ~.venue --'.:)ulte 301-Sen Diego. Ca. -91211)1 ro1, 11',19) ?.J4-9411 Fax, (619) 234-9433 BUILDING CARLSBAD POINSETTIA LANE STREET IMPROVEMENTS CONTRACTORt CIVIL ENGINEER, KIMLEY-HORN AND ASSOCIATES, INC. ,1111,L-~YOR ~TEW CUIIIE A.-IDB .. ,,. 0 U ■RM 'ffllMIII OOUIICfl. WEMBER ,~ . () • Ci X 'o' ' .,,~, -1." () () r.,"> . () 'o. 52 ! I ,, RECI.AIMED WATER NOTES: 1, ALL RECLAIMED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WI TH THE "CARLSBAD RE CL AMAT ION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED. 2, THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORDERS. 3, BEFORE ANY CONNECTION OR SUT DOWN OF VALVES ON EXISTING C,M.w.o. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7/ DAYS BEFORE CONSTRUCTION BEGINS, CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT (619! 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. 1619! 438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE RECLAIMED WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT TO WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. 8, WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES & REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED, \() 0;' 'l C . . () C) ()' . () ·.,p ,0;· . ()() ()" () • CJ X 'o' \CJ x, 'I>. x<:i 'b. II. 'I>. .,x,x. .,..., ,,.51 .,., ,, .,~,, ,/< '>o il (j o' (j (j (j ©MEDIAN DESIGN POINSETTIA LANE STA 51•00.00 -STA 57+50.00 SEE SHEET I I & 12 SCALE• I" •40' ~"' ,,_~ ()() • C • () () ·.()() ,(J ,(J (p ;_ll (\' X (\' .,,,, .,,,, (j (j (j DEWITT R.C.E, 46579 BENCHMARK: VALLECITOS WATER DISTRICT DESCRIPTION:STA-VDARD STREET SURVEY MONUMENT LOCATION: STA2B8•89 EC ON CElvTERUNE OF EL CAAi/NO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CO!ffROL RS-1800, 288•89 ELEVATION: 311.407 MSL BY:~ RES TON H. LEWIS, P .E. R.C.E. 45927, EXP. 12/02 DATE Z•?-•1 ,,.,,' li'5"' I REVIEWED BY: vw C....!'>.01,J, ..... ,,/,,!., iNSPtCTOR DA TE fllPROIEMElfT' PUNS FOR, POINSETTIA LANE AT LA COSTA GREENS NOTES NID DEI/lll$ APPROVED: dr ,-4.e::;; -:t::?va ·= i£ i----t---t-----------------+--+--+---+------l Cfil ENGINE~R.C7 EXP. DATE INITIAL ENGINEER OF WORK .I REVISION DESCRIPTION OWN BY: __ _ DATE INITIAL DATE INITIAL CHKD BY: __ _ OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. DRAWING NO. CT99-03 397-2 I VWD 02-002 '102504 '. u ·' " " LEGEND • NEW TEST STA (NO ANODES) -J;.• NEW TEST STA (2 ANODES) "A NEW TEST STA (I ANODE) fl, INSULATING FLANGE (JOINT) NOTES: 1. FORCE MAIN (FM) AND METALLIC WATERLINE SECTIONS ARE DUCTILE IRON PIPE WITH MORTAR AND COAL TAR LINING, AND EXTERIOR POLYETHYLENE ENCASEMENT PER AWWA C105 METHOD A. 2. ALL DIP AND MECHANICAL JOINTS ARE BONDED, PER DETAILS 1 AND 5 ON 3. ~EL-tOPPER BLOW-OFFS AND AIR-VACS MUST BE ISOLATED FROM MAIN WITH DIELECTRIC BUSHING. SEE DETAIL 4 ON CP--3. ~12'6s)6 L:i:J 34+90 ~ CTS#2 CTS#1 32+74 41+20 CTS# BOND IN-LINE VALVES. SEE (S') ~ 53+40 12" DIP FM CTS#5 47+30 CTS#4 12" PVC WATER RD. ~~#.: [ 12"\DIP FM \v EXISTIN~ / , , "----INSU~ FLG KIT 12" DI~ ;;(SEE 5 / CP- y" ,<2" PVC WATER 12" PVC WATER _____ LA COSTA GREENS lci<l·,,r,! I FM,'.::H -~ 59+50 CTS#6 65+60 CTS#7 . ·V'~\, •( '.. ·"\'I'"' ~i:<'o/" ?o'""-ss I CTS#W3 1 67+45 I 16" PVC WATER I CTS#W2 51 +·:so 12" DIP F~- 16" DIP 16" DIP 50+82 48+2 _;~-rt 16" PVC/ ·;-A- 48+60_,,/ 49+26 CTS#Wl SEE @ (TYP 2 CP-2 PLS) --16" 51+83 16" PVC .,....___-51+45 CTS #W2 FLANGE ADAPTER WAX TAPE WRAPPE SEE GEN. C.P. NOTE 8 (TYP.) AND DETAIL~ ~'z37 PVC WATER . . EL FUF?li c;r 12" DIP FM 16" DIP 66+79 ·,~"'-----67+45 CTS #W3 WATER 1 16" PVC SEE@ CP-2 ........._ FLANGE ADAPTER ------WAX TAPE WRAPPED SEE GEN. C.P. NOTE 8 AND DETAIL 0\, (TYP) 'z37 CATHODtC PROTECTION SITE PLAN 15' 12' I ---r---~~rl\r-~- 1 \ SIDEWALK OR CONCRETE PAD ------::l I I ---_ .. __ _ I ,--L---+_J_--"""1---=---J__ CURB \ 12" DIP NOTE: TEST BOX SEE WIRING DIAGRAM 2-No. 8 HMWPE PIPE LEAD WIRES No. 12 THWN (WHITE) ANODE LEAD WIRES WARNING TAPE 12" 24" ALUMINO-THERMIC WELD. (TYP) SEE 3 DETAIL@ P-3 48 LBS. PREPACKAGED MAGNESIUM ANODE SEE DETAIL@ (SECOND 4 ANODE NOT P- SHOWN) I I I I I I I i 2" DfP 1. SEE GENERAL CP NOTES No. 3 AND No. 4. 2-WfRE CTS WITH 2 ANODES NTS EB CB NTS CONCRETE PAD ~---TEST BOX SEE GEN. CP NOTE SEE DET@ 3E .. ---~-~ ----,"""--~ ~~=-~r,r-,-cr---CP-2 GRAVEL BASE SEE GEN CP NOTE 3D.-__... BRASS TAGS (TYP 2 PLS)-- 2-1 /2" PVC REF CELL ACCESS TUBE. · _..,- TO PIPE DYMO LABEL (PIPE SIZE, MATERIAL, SERVICE TERMINAL BOARD ¢::;:::;::::;:,U:1--1---SEE DETAIL BELOW 12" ♦ TO ANODE AND STATION NO.) 12" DIP FM 34+90 -..--BIG FINK TERMINAL BOARD. BRASS LUGS (TYP) 2-No. 8 HMWPE TO P!PE'-------<j::jj;i, BRASS TAGS SEE GEN. CP 12" DIP-;-lc:1--¥ NOTE 3F.--L...-1-1 ™ SINGLE (7 LEAD) ~-+---SHUNT .01 OHM cJt::j:j:>-----WHITE #12 THWN CABLES TO ANODES NOTE: 1. BRASS TAGS NOT REQUIRED ON ANODE WIRES. TEST BOX WIRING AND MOUNTING (TWO ANODES) CB NTS CONSULTANTS, INC. I 6466 _!Jernardo Cenfer Drive Suite B-275 San Diego, CA 92128 (BSB) 592-0226 LIST OF CORROSION TEST STATIONS (CTS) GIS COORDINATES No OF No OF REF CTS# STA EASTING WIRES ANODES DETAIL NOTE LA COSTA GREENS 1 SEW 32+74 1986378 6251305 4 0 5/CP-2 INSUL. FLG. 2 SEW 34+90 1986482 6251495 2 2 1/CP-1 - 3 SEW 41 +20 1986785 6252046 2 2 1/CP-1 - 4 SEW 47+30 1986992 6252630 2 2 1/CP-1 - 5 SEW 53+40 1987149 6253207 2 2 1/CP-1 - 6 SEW 59+50 1987390 6253767 2 2 1/CP-1 - 7 SEW 65+60 1987635 6254325 2 2 1/CP-1 - W1 SEW 48+60 1986933 6252771 2 1 1/CP-2 81.25' OF 1 6" DIP w W2 SEW 51 +50 1987004 6253059 2 1 1/CP-2 56.6' OF 1 6" DIP w W3 SEW 67+45 1987634 6254528 2 1 (/CP-2 103' OF 16w DIP w IJr~[SSI RANCH ,'-:.,; l=;DN I I -c_;,~~/2C 7 C)2 '::,,18J .-3 ') ) I /Cl' 1 L ':$' ( f(c;r•ip ' q (~['N ''\ [j'!_~_,lj()(i 7 2 ., 1/CP ' . ' ', , I ./ . -,_ - -, .!__ ._) / IC ~;L\i\;' '\ '•"1 ll-. 1 ')'•C'•)-,-, ,,l . (: , _ :'-n("..·_ 1 ,'_1 I 07i:::,1.:::n7~ 2 L. 1 /CP--1 ' - I . ~::--r\N •< I t:"~_I 1 '. l_-,.:z, 1 .) b257057 ') ) 1 /( '~) I -I , ' . 12 "T'N 4u4-_,(' c-,--f·J,~; /C ·1) (3)5:;, 759 -1 Ci ,_ /('11_·) If\:' l I FLG_ 'j / , _ _, ,. GENERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATION ON SHEET CP-4. 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE, 3. AT-GRADE CORROS,ON TEST STAT,ONS: A. TEST BOXES SHALL BE LOCATED JUST BEHIND THE CURB PERPENDICULAR TO THE TEST WIRE CONNECTION POINT. TEST STATIONS MAY BE MOVED SLIGHTLY FROM THE STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES. 8. USE CHRISTY MODEL GS TEST BOX. C. PROVIDE i 8" SLACK WIRE AT WELD TO PIPE AND COILED fN TEST BOX. D. BOTTOM OF TEST BOX SHALL BE A 12" DEEP GRAVEL LEACH FIELD AS SHOWN. PROVIDE A 2-1 /2" PVC REFERENCE CALL ACCESS CHUTE FILLED WITH NATIVE SOIL, NOT GRAVEL. E. INSTALL REINFORCED CONCRETE PAD (26" SQ x 4" THICK) AROUND TEST-BOXES IN UNPAVED AREAS. No. 4 REBAR FOUR PLACES. F. IDENTIFY TEST LEADS WITH 1-1 /2" DIA. BRASS TAGS. STAMP ( 1 / 4") SIZE, PIPE MATL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE. 4. ANODE INSTALLATION NOTES: A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION ON CP-4. 8. INSTALL ANODES WITH MAX OFFSET FROM DIP BUT WITHIN DrsTRtCT EASEMENT. C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE. 5. ALL BURIED DIP JOINTS MUST BE BONDED PER DETAIL 1 ON SHEET CP-3. 6. ALL DIP SHALL BE POLYETHYLENE ENCASED PER AWWA C105 METHOD A AS SHOWN IN D[TAIL 2 ON CP-3. 7. BURIED MECHANICAL DIP JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES, MUST BE BONDED AND WAX TAPED PER DETAIL 5 ON SHEET CP-3. 8. WAX TAPE ALL BURIED METALLIC FITTINGS, INCLUDING BRONZE SADDLES INSTALLED AT EACH BLOW-OFF AND AIR/VAC CONNECTION, PER AWWA C217 AND SPECIFICATIONS ON CP-4. 9. NO WIRE OR CABLE SPLICES ARE PERMITTED. 10. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALU MINO-THERMIC WELD PROCESS SHOWN ON SHEET CP-3. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM. 11. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWfNGS AND SUBMIT "AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. 12. INSULATING FLANGES SHALL BE TESTED USING THE GAS ELECTRONICS MODEL 601 INSULATION TESTER (OR EQUAL) AND APPROVED BY THE DISTRICT BEFORE THE WORK IS ACCEPTED. 13. DIP CONTINUll'Y AND CP INSTALLATIONS MUST BE TESTED AND INSPECTED BY THE DISTRICT BEFORE THE WORK IS ACCEPTED. ENGINEER. OF WORK i@IJ f~3 E.A. DeCar!o CR !Olf DATE CP-1 VALLECITOS WATER DISTRICT AS BUILT fr~~L&-/D-5'-~ ~ /T) --7 / ~ -Cl toll EXP. 1#.-JJ-t:Mr DATE BY: C,/ ~ (/. ~ 2, /1~? .....,,,,,==~-------....------1 ---REVIEWED BY: WID DWG NO. PRESTON H. LEWIS, P .E. R.C.E. 45927, EXP. 12/02 DATE k11J & C I '"""' ,,1,,,lo' INSOCCTOR DATE l---+--+--------------1-----+---1-----+----l [ml CI~IN2?NG ~~~ADJ [m DATE INITIAL ENGINEER OF WORK REVISION DESCRfPTION i I DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IJLPBOVEJlllNT PUNS 1'011: POINSETTIA LANE AT LA COSTA GREENS c.trHDDIC PROrifCTION PLAN AND Dff.AILS EXP. ~!trf,1 DAE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RWID BY: CT99-03 397-2I VWD 02-002 ' I 030603 I . I SIDtWALK OR CONCRETE PAD I -- - --- - _J_----t----'-----~~= CURB 16" DIP W RW TEST BOX EB SEE WIRING DIAGRAM WARNING TAPE 12" 24" 2-No. 8 HMWPE -= -l -7 PIPE LEAD WIRES 12' NOTE: No. 12 THWN (WHITE) ANODE LEAD WIRES ALUMINO-THERMIC WELD. (TYP) SEE 3 DETAIL@ CP-3 48 LBS. PREPACKAGED MAGNESIUM ANODE SEE DETAIL ffi ~ ::__J 1 6" DIP W 1. SEE GENERAL CP NOTES No. 3 AND No. 4 ON SHEET CP-1. BRASS TAG SEE LEGEND 2-WIRE CTS WITH 1 ANODE NTS EB BRASS TAG LEGEND TEST LEADS --~ TO TEST BOX FOR WIRING AND MOUNTING SEE ffi A&B C&D INSULATING GASKET -~ (FULL FACED). FOR INSUL. MATLS. AND WASHER\SLEEVE ASSEMBLY SEE ffi EXIST. 1 2" DIP TEE A GATE VALVE WIRE A No B No C No D No SIZE TAG ID 2 HMWPE 12" FM No OR Wt 6 HMWPE 12" FM No OR Wt 8 HMWPE 1 2" FM So OR Et 2 HMWPE 1 2" FM So OR Et ~-PETROLATUM WAX TAPE. SEE GEN. C.P. NOTE 8 ON SHEET CP-1. TEST LEAD, ALUMINO THERMIC WELD. SEE DETAIL~ ~ BRASS TAGS (TYP) 2-1 /2" PVC REF CELL ACCESS TUBE TO PIPE \'" t I ' " 12" t TO ANODE DYMO LABEL ---+116" DIP WAT 48+60 BIG FINK TERMINAL (PIPE SIZE, MATERIAL i---BOARD, (7 LEAD) AND STATION NO.) 0 YELLOW #6-----<t=t=l=f CABLES TO PIPE 1s• DIP FM ,-,t::1---t )-::_' - BRASS TAGS~~"pr ~7J 0 f-..-+---SHUNT .01 OHM }------WHITE # 12 CABLES TO ANODE NOTE: 1. BRASS TAGS NOT REQUIRED ON ANODE WIRES. TEST BOX WIRING AND MOUNTING FOR TWO ANODES CB NTS CONCRETE PAD SEE GEN. CP NOTE ~--TEST BOX 3E ON CP-1 ~~-........ ----f' .• "'--:-P'IIR'"'""""'Zfee~..,--1· ~-c-r. ___ sEE DET ffi GRAVEL BASE SEE GEN i-i.¼--1---TERMINAL BOARD CP NOTE 3D ON CP-1 --~ BRASS TAGS (TYP)---- 2-1/2" PVC REF CELL ACCESS TUBE-_____,- DYMO LABEL (PIPE SIZE, MATERIAL, SERVICE TO PIPE 12" t TO PIPE AND ST A No.) --.__ ::-;:::::;;::~=;:::::::;;:::::;;::::;' 12" DIP FM 32+ 74 SEE DETAIL BELOW SLACK LOOPS BIG FINK TERMINAL BOARD SINGLE (5 LEAD) /:~~ (f-No. 2 I HMWPE I \ No 6 HMWPE (WEST SIDE OF INSUL. FLG.) ---1--------1 ~ B ,~• TO WEST • NOTE: • 'V1 FM C -".,/ PIPE I EAST • 1. SEE GENERAL CP NOTE Na.3 ON SHEET CP-1. CAST IRON TRAFFIC COVER MARKED "CP TEST" CONCRETE BODY RATED FOR OCCASIONAL TRAFFIC CHRISTY GS COVER WEIGHT: 1 0 LBS. BODY WEIGHT: 61 LBS. 14-1/4" 11-1/8" 12" ~ = 'v, 11-3/8" '--/fr------ANODE LEAD No. 1 2 AWG WITH THWN INSULATION (WHITE) r~--='t---~ HEAT SHRINKABLE SLEEVE -..____ CRIMP CONNECTION WITH SILVER SOLDER OR BRAZE --CLOTH BAG ~-GALVANIZED STEEL CORE ~-MAGNESIUM INGOT ( 48 LBS) _.,--SPECIAL BACKFILL NOTES: 11 11 11 11 1. SEE GEN. CP NOTE 4 AND TECHNICAL SPECIFICATIONS FOR ANODE INSTALLATION AND SOAKING REQUIREMENTS. 2. DO NOT SUSPEND ANODE BY LEAD WIRE. 3. MAGNESIUM INGOT SIZE: 6" x 5" x 32" LONG. WT. 48 LBS. PRE-PACKAGED WEIGHT 1 05 LBS. MAGNESIUM ANODE HIGH POTENTIAL Alloy Composition Element Weight % Al .01 Max Mn 0.05 to 1.3 Zn 0.002 Max Cu 0.02 Max Ni 0.001 Max Fe 0.025 Max Si 0.002 Max Other 0.05 each Max 1 and 0.3 Total Max Mg Balance SPECIAL BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE CONCRETE TEST BOX NTS CB MAGNESIUM ANODE 4 NTS INSULATING SLEEVE (FULL WIDTH OF MATED FLANGES). STEEL NUT (2 EA. TYP.) STEEL WASHER (BOTH ENDS OF STUD) INSULATING WASHER (BOTH ENDS OF STUD) STEEL THREADED STUD (SIMILAR FOR BOLTS) INSULATING MATERIALS: GASKET -TYPE "E" NOEPRENE FACED PHENOLIC SLEEVE -G10 LAM. GLASS WASHER -G10 LAM. GLASS INSULATING WASHER AND SLEEVE ASSEMBLY 7 NTS ENGINEER OF WORK E.A. Decarlo CR 1011 P-2 CONSULTANTS, INC. VALLECITOS WATER DISTRICT AS BUILT ~ ,,/4 ~4-c. ~ 1 6466 Bernardo Center Drive Suite B-275 San Diego, CA 92128 {85B) 592-0226 PRESTON H. LEWIS, P.E. R.C.E. 45927, EXP. 12/02 DATE ~ Cit (011 EXP. 12-1/-c,cr DATE REVIEWED BY: VWD DWG NO. ~•-C• ls , 11/nlu INS CTOR DATE ~ CITY OF CARLSBA ~ !-----+--~---------------+--+---+---+----; L£1_j ENGINEERING DEPARTMENT LL1_j '.::::::==='..-============::::::=====-== !-----+--~---------------+--+---+---+----; IJIPROYEJIBNT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS CATHODIC PROTJIC'I'ION DlfTAILS l--------+--1----------------+---+---+-----t----l APPROVED: 11[ _ I A 6,..,.·=~..,,,-;_j/_,,_,.'----'· ~~~c,.,:....::.-::..::.".:....::.....__c_b_...,.wt'-"--_ ::z{,~/c'3 BURIED INSULATING FLANGE 4-WIRE CTS AT INSULATING FLANGE (B6 ~==~===:t=====================t==~~==t===::::=~ ciTY ENG~rrRR.~ EXP. 'DA'tl J_ ·•''.;" 1----+---+--------------+--=--=~t-;;-;::c-:-;-+---c-c=-----t--:=.,-t DWN BY:~G~PM~ PROJECT NO. DRAWING NO . . '~•-STA 42+28 NTS NTS DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ~~~g ~~--CT99-03 397-21 ,,,,,L __________________________________________________________________________ ~E~N~~NE~ER~O~F~wo;R~K===~~~~;;~~~==~o~TH~E~R~AP~PR~o~vA~L~CITY~AP~PR;o~vA;L~~~~~~~======~==~~I VWD 02-002 I i 030603 ALUMINO-THERMIC WELD. (TYP) SEE DETAIL ~-2 EA. NO. 4 HMWPE BOND WIRE GASKET BELL--- LOCKING SEGMENT ----------~-.,,, K '\ '\. \. __ -s;:_ S S S \ S '\. POLYETHYLENE ENCASEMENT----~ 2 EA. NO. 4 HMWPE BOND WIRES (SEE NOTE NO. 1) I A ( t >\ 16" DIP _ I \ , I \ I SECT A-A : J --, ::: '-! DUCTILE IRON PIPE __J ----:.._'f'-_--l~__J 1 GASKET------ NOTES: PLAN 1. BOND WIRES SHALL BE OF MINIMUM LENGTH (8" MAX LENGTH) AND LAID FLUSH AGAINST PIPE AND UNDER P.E. ENCASEMENT. 2. TEST ALL WELDS BEFORE BACKFILLING. SEE DETAIL 3 THIS SHEET. 3. GRIND OR FILE ALL SHARP l:.LJGl:.S OFF WELDS. 4. COAT WELDS PER DETAIL 3 THIS SHEET. DUCTILE IRON PIPE BONDING WAX TAPE-----.__ (SEE NOTE 4) 1-No 6 HMWPE (TYP) NTS 2-No 2 HMWPE (TYP)-7 3" (TYP) :7 r 12" DIP CB Al_UMINO-THERMIC-~ WELD. SEE~ (TYP) 6 IN-LINE VALVE STATIONS HOLD FOR STA BUTTERFLY VALVE NOTES: 1. TWO (2) No. 2 BONDING WIRES REQUIRED ACROSS VALVES. ONE (1) No.6 WIRE REQUIRED FROM PIPE TO VAi VE OR COUPLING BODY. 2. BONDING WIRE SHALL BE AS SHORT AS POSSIBLE. 3. ALUMINO-THERMIC WELDS SHALL BE 3" APART MINIMUM. WELDS CAN BE PLACED ON FLANGE EDGE. 4. APPLY WAX TAPE TO ALL BURIED, NON-POLYETHYLENE WRAPPED SURFACES I.E. FLANGES VALVES, COUPLINGS, ETC. SEE SPECIFICATIONS SHEET CP-4. 5. BOLTS SHALL BE INDIVIDUALLY WRAPPED WITH WAX TAPE. IN-LINE VALVE BOND NTS ( NOTES: FIRST POLYETHYLENE ENCASEMENT TUBE. FIX TO PIPE SECTION AT BOTH ENDS SECOND POLYETHYLENE ENCASEMENT TUBE (3 FT LONG). OVERLAP OVER FIRST POLYETHYLENE ENCASEMENT TUBE AFTER JOINT IS MADE BOND WIRES SEE EB STEP 1 FILE SURFACE TO BRIGHT METAL AND CLEAN WELD CAP STEP 4 \ . . REMOVE SLAG FROM CONNECTION SEE NOTE 4 NOTES: STEP 2 STRIP INSULATION FROM WIRE BITUMINOUS COATING STEP 5 APPLY 2 COATS PRIMER AND COVER CONNFCTION WITH PRE-FORMED WELD CAP STEP 3 ,--HANDLE GRAPHITE COVER STARTING POWDER METAL POWDER rl~J)1=-~--METAL DISC GRAPHITE MOLD CABLE HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATOR, IGNllr. STARTING POWDER STEP 6 COAT WITH A BITUMINOUS COMPOUND SEE NOTE 3 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM. 3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN OVER-COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING BY 2 INCHES MIN. 2" Cu _,---2" BRONZE CORP STOP ,,---;-2-1 /2"X2" NYLON INSULATING BUSHING ,,..---er-2-1 /2" STL OUTLET (WELD TO PIPE) ,,,--t----MORTAR COATING ----:r--PIPE -::;:,,<----.. __ MORTAR LINING ----BRASS SADDLE DIP 1. INSTALL POLYETHYLENE PER AWWA C105-METHOD A. 4. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD. WAX TAPE WRAP SEE SPECIFICATIONS ON CP-4 2. PLACE POLYETHYLENE OVER BOND WIRES. 3. SEE POLYETHYLENE ENCASEMENT NOTES THIS SHEET. NOTES: 1. SADDLE SIZE IS 1 /2" GREATER THAN CORP STOP TO ACCOMODATE DIELECTRIC BUSHING. 2. WRAP SADDLE WITH WAX TAPE. DIELECTRIC ISOLATION AT 2" OUTLETS DIP POLYETHYLENE ENCASEMENT NTS CB ___ ___:_A..:.:L:..:U....:..:M..:..:.l.:....:.N-=-O---'-T-'-H=E_R=~T==-~ C_W_E_L_D_D_E_T_A_I L-----t(B-3-----t _____ O_N_D_I P___,_(_A_I R_-_V_A_N~_s _O_R_B_L_O_W_-_O_F_F~)------i(B-4---; POLYETHYLENE ENCASEMENT NOTES 1. ALL DUCTILE IRON PIPE SHALL 8[ FULLY ENCASED IN 8 MIL (0.008 INCHES) POLYETHYLENE SHEET MATERIAL IN ACCORDANCE WITH AWWA C 105 METHOD A AS SHOWN. THE POLYETHYLENE ENCASEMENT SHALL BE INSTALLED IN A NEAR PERFECT CONDITION WITHOUT PINHOLES OR TEARS AND SHALL BE FULLY PROTECTED FROM DAMAGE DURING BACKFILLING. 2. CONTINUOUS INSPECTION OF THE POLYETHYLENE ENCASEMENT AND DIP PIPELINE BACKFILLING OPERATIONS BY A VWD INSPECTOR IS REQUIRED. ALL PIPE SECTIONS MUST BE FULLY INSPECTED BEFORE THE PIPE IS BACKFILLED. 3. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AT LEAST 3 DAYS IN ADVANCE OF THE INSTALLATION OF PIPE WITH POLYETHYLENE ENCASEMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR OF WORK PROGRESS AND TO COORDINATE THE WORK WITH THE INSPECTOR'S AVAILABILITY. 4. ALL DAMAGE TO THE POLYETHYLENE SHEET MATERIAL, AS IDENTIFIED BY THE VWD INSPECTOR OR OTHERWISE, SHALL BE FlJLLY REPAIRED IN A MANNER AGREEABLE TO THE INSPECTOR. THE PIPE LAY OPERATION SHALL BE STOPPED AND THE BACKFILL RE-EXCAVATED AS NEEDED IN ORDER TO REPAIR POLYETHYLENE DAMAGE. 5. PIPE ZONE BACKFILL (PADDING AND SHADING) SHALL HAVE THE FOLLOWING PARTICLE SIZE DISTRIBUTION: PARTICLE SIZE 1/4-INCH NO. 4 NO. 30 NO. 100 NO. 200 PERCENT PASSING BY WEIGHT 100 75-100 12-50 5-20 0-15 6. SAMPLES OF IMPORTED CARRIER-PIPE SUBGRADE BACKFII I MATERIALS SHALL BE SUBMITTED TO THE DISTRICT FOR TESTING 61:.~0RE. PLACEMENT. THESE SAMPLES WILL BE TESTED FOR SOIL RESISTIVITY. SATURATED SOIL RESISTIVITIES OF 3,000 OHM-CM OR LESS WILL BE CAUSE FOR REJECTION. SEE VWD STANDARD DRAWING W-17. CONSULTANTS, INC. 3" I < I " PVC I I I FLANGE ADAPTER NOTES: ,,----WAX TAPE WRAP DIP POLYETHYLENE ENCASEMENT 1. SEE THIS SHEET FOR POLYETHYLENE ENCASEMENT NOTES. POLYETHYLENE MUST BE BUNCHED AND VERY LOOSE OVER FLANGES, VALVES AND COUPLINGS. 2. APPLY WAX TAPE OVER ENTIRE COUPLING SURFACE, INDIVIDUALLY WRAP ALL RODS, BOLTS, & IRREGULAR SURFACES. SEE SPECIFICATIONS ON SHEET CP-4. 3. CARE SHALL BE TAKEN WHEN BACKFILLING TRENCH TO PREVENT DAMAGE TO WAX TAPE SYSTEM. FLANGE ADAPTER WRAP NTS CB ENGINEER OF WORK VALLECITOS WATER DISTRICT P-3 AS BUILT ft/di£ h.oecarlo CR 1011 c~~ / 9--/1J /;? / l'l!-:e£. CJ!IQ If EXP. /:1-'lll-d° DATE BY (__,,/A.... (._Y. ~ z. /1 JN& l-====-=-c---.---------:--:-1 DATE \R-QfESS/o,i, ;,_,'v '4, <3' -,.'i.. A. Dtc <'.,;_ ~ "<.; -11' '" --✓ <'.Z 1<:B L.J Exp.12/31/03 0 ~ -~ ---~ REVIEWED BY: VWD DWG NO. PRESTON H. LEWIS, P.E. R.C.E. 45927, EXP. 12/02 DATE IMPROYEMJ!NT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS aTHODIC PROTJICTION DJ/TAILS 16466 Bernardo Center Drive * C' ~ * aLr.-vi"J ~ {'i:,,C "' ..,,011~"' APPROVED: /!Jr .... ~·, Suite B-275 -I';, 0f?Rosi0 ~.,. CITY ENGIN€ R. ~ EXP. I I :'i'':: San Diego, CA 92128 "l'i~o,-c-,1..l~o°" OWN BY:,~G!!P~M5 PROJECT NO. DRAWING NO . . l't, <858 ) 592 - 0226 DATE INITIAL DATE 1N1T1AL DATE 1N1T1AL cRvHwKoo 8BYy'•:_=· CT99-03 397-2I . ' REVISION DESCRIPTION CITY APPROVAL I :i:L _____________________________________________________________________________ _;:::E=NG=IN=EE=R=OF=W=OR=K===============O=TH=ER=AP=PR=O=VAL======================:=:.J VWD 02-002 030603 "u ,, "' PART 1 -GENERAL 1. 1 SCOPE OF WORK A. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND INCIDENTALS TO INSTALL CATHODIC PROTECTION (CP) AND CORROSION MONITORING FACILITIES ON THE VALLECITOS WATER DISTRICT (VWD) 12" SEWER FORCE MAIN IN POINSETTIA LANE AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS. 1 .2 SUBMITTALS THE FOLLOWING INFORMATION SHALL BE SUBMITTED FOR APPROVAL OF THE ENGINEER IN ACCORDANCE WITH THE GENERAi REQUIREMENTS OF THESE SPECIFICATIONS. A. CATALOG CUTS (5 COPIES): 1. 48 POUND PRE -PACKAGED STANDARD POTENTIAL MAGNESIUM ANODES 2. AT -GRADE TEST BOXES 3. SHUNTS 4. BRASS SPLIT -BOLTS 5. BRASS WIRE TAGS 6. WIRE AND CARLE 7. WAX TAPE WRAP 8. WELD CAPS 9 WELD COATING 1 0. INSULATING FLANGE KITS 11. WARNING TAPE' 8. AS-BUILT DRAWINGS: THE CONTRACTOR SHALL MAINTAIN AS-BUILT DRAWINGS SHOWING THE LOCATIONS OF ALL CORROSION FACILITIES. CHANGES FROM DESIGN SHALL BE INDICATED IN RED ON A BLUE LINE COPY OF THE DESIGN DRAWINGS AND SUBMITTl:D TO THE ENGINEER. C. QUALIFICATIONS: THE CONTRACTOR SHALL RETAIN A CORROSION ENGINEER TO SUPERVISE CP INSTALLATIONS. THE CORROSION ENGINEER SHALL BE EXPERIENCED WITH PIPELINE CATHODIC PROTECTION AND EITHER BE A REGISTERED CORROSION ENGINEER IN CALIFORNIA OR A NACE INTERNATIONAL CERTIFIED CATHODIC PROTECTION SPECIALIST. D. TEST RESULTS: 1. INSULATING FLANGE TESTS 2. CONTINUITY TESTS 3. ANODE TESTING AND CATHODIC PROTECTION PERFORMANCE 1.3 TEST AND INSPECTION A. INSPECTION: INSPECTION SHALL BE DONE BY THE VWD INSPECTOR. TESTING BY VWD'S CORROSION ENGINEER. 8. NOTIFICATIONS: THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST FIVE DAYS IN ADVANCE OF INSTALLATION OF INSULATORS, ANODES, TEST LEADS, TEST BOXES, CONTINUITY BONDS OR THE APPLICATION OF WAX TAPE. PART 2: MATERIALS MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF THE HIGHEST QUALITY, THE STANDARD PRODUCT OF MANUFACTURERS REGULARLY ENGAGED IN THE MANUFACTURING OF SUCH PRODUCTS, AND SHALL BE THE MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIES WITH THE SPECIFICATIONS. ALL MATERIALS AND EQUIPMENT SHALL BEAR EVIDENCE OF NATIONAL STANDARD AGENCY APPROVAL WHEN SUCH STANDARDS EXIST. 2.1 PRE-PACKAGED MAGNESIUM ANODES A. CAPACITY: HIGH POTENTIAL MAGNESIUM ANODES WITH A THEORETICAL ENERGY CONTENT OF 1000 AMP-HOURS PER POUND AND MINIMUM USEFUL OUTPUT OF 500 AMP-HOURS PER POUND. 8. CHEMICAL COMPOSITION (STANDARD POTENTIAL MAGNESIUM): ALUMINUM 0.01 PERCENT (MAX) MANGANESE 0.05 TO 1.3 PERCENT ZINC 0.002 PERCENT (MAX) COPPER 0.02 PERCENT (MAX) NICKEL 0.001 PERCENT (MAX) IRON 0.025 PERCENT (MAX) SILICON 0.002 PERCENT (MAX) OTHER 0.05 PERCENT EACH (MAX) AND 0.3 PERCENT TOTAL MAX) MAGNESIUM BALANCE C. OPEN CIRCUIT POTENTIAL: THE OPEN CIRCUIT POTENTIAL OF ALL ANODES, BURIED IN THE SOIL, SHALL BE BETWEEN 1.60 AND 1.75 VOLTS DC VERSUS A CU\CUS04 REFERENCE. D. INGOT SIZE AND WEIGHT 48-POUND MAGNESIUM INGOTS WITH A TRAPEZOIDAL CROSS SECTION 32 INCHES LONG. E. ANODE CONSTRUCTION: CAST MAGNESIUM WITH A GALVANIZED STEEL CORE ROD. RECESS ONE END FOR CONNECTION. MAKE CONNECTION MECHANICALLY SECURE THEN SILVER BRAZE. INSULATE THE CONNECTION TO A 600 VOLT RATING WITH EPOXY AND COVERING ALL EXPOSED BARE STEEL CORE OR WIRE WITH HEAT SHRINKABLE TUBING. EXTEND INSULATING TUBING OVER LEAD WIRE INSULATION BY NOT LESS THAN ONE-HALF INCH. F. ANODE PRE-PACKAGED BACKFILL MATERIAL: COMPLETELY ENCASE AND CENTER ANODES WITHIN A PERMEABLE CLOTH BAG WITH THE FOLLOWING SPECIAL LOW RESISTIVITY BACKFILL MIX: GYPSUM 75% POWDERED BENTONITE 20% ANHYDROUS SODIUM SULFATE 5% BACKFILi. GRAINS SHALL BE SUCH THAT 100% IS CAPABLE OF PASSING THROUGH A SCREEN OF 100 MESH. BACKFILL SHALL BE FIRMLY PACKED AROUND THE CENTERED ANODE INGOT BY AT LEAST TWO INCHES. BACKFILL RESISTIVITY SHALL BE 50 OHM-CM MAX. TOTAL WEIGHT 105 POUNDS. 2.2 AT -·GRADE TEST STATIONS 0. BRASS IDENTIFICATION TAGS: 18 GA., 1 ½-INCH DIA. BRASS TAGS WITH 3/16-INCH EDGE HOLE. E. CONCRETE PAD: ASTM C94 READY-MIX CONCRETE. 2.3 WIRE AND CABLE A. WIRE AND CABLE: SINGLE CONDUCTOR, STRANDED AWG GAUGE COPPER, WIRE SHALL CONFORM TO U.L. STANDARD 83 AND BE SUITABLE FOR DIRECT BURIAL IN CORROSIVE SOIL. WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMWPE) INSULATION SHALL CONFORMS TO ASTM D1248 TYPE 1, CLASS C, GRADE 5. THWN INSULATION SHALL CONFORM TO ASTM 02220. 1. TEST WIRES. WIRE SIZES AS SHOWN WITH BLACK HMWPE INSULATION. 2. ANODE LEAD WIRES. NO. 12 AWG WIRE WITH WHITE THWN INSULATION. 3. BOND WIRES. NO. 2, 4 OR 6 BLACK HMWPE INSULATION. 2.4 COATING FOR BURIED, NON-MORTAR COATED FITTINGS A. WAX TAPE COATING: ALL BURIED NON-POLYETHYLENE WRAPPED FITTINGS AND APPURTENANCES SUCH AS VALVES, FLANGES, INSULATING FLANGES, COUPLINGS, ETC. SHALL BE COATED WITH A WAX TAPE PRIMER AND WRAP PER AWWA C217 AND THIS SPi:.CIFICATION. 8. PRIMER: PRIME EXPOSED NON-MORTAR COATED SURFACES WITH A BLEND OF PETROLATUM, PLASTICIZER, INERT FILLER, AND CORROSION INHIBITOR WITH A PASTE-LIKE CONSISTENCY. C. TAPE WRAP: -WRAP PRIMED SURFACES WITH SYNTHETIC FELT TAPE SATURATED WITH A BLEND OF PETROLATUM, PLASTICIZERS, AND CORROSION INHIBITORS. A COMPATIBLE PETROLATUM FILLER SHOULD BE USED TO SMOOTH OVER IRREGULAR SURFACES. D. OUTER COVERING: WRAP PRIMED AND WAX-TAPED SURFACES SHALL BE WRAPPED WITH A PLASTIC TAPE COV[RING CONSISTING OF THREE (3) LAYERS OF 1.5 MIL, POLYVINYLIDENE CHLORIDE (PVC) OR METALLOCENE RESIN, HIGH CLING MEMBRANES WOUND TOGETHER. 2.5 ALU MINO-THERM IC WELD KITS A. WELD PROCESS: CABLE-TO-METAL CONNECTIONS SHALL BE MADE BY THE ALUMINO-THERMIC WELDING PROCESS USING WELD CHARGES, ALLOY AND MOLD SIZE AS SPECIFIED BY THE MANUFACTURER OF THE WELD KIT. 8. WELD CAPS: SEAL ALL ALUMINO-THERMIC WELDS WITH A PRE-FABRICATED PLASTIC CAP FILLED WITH FORMABLE MASTIC ON A BASE OF ELASTOMERIC TAPE. USE ROYSTON HANDY CAP 2 OR EQUIVALENT. PRIME. COAT SURFACE WITH ROYSTON ROYBOND PRIMER. C. WELD COATING: COAT ALL ALUMINO-THERMIC WELDS AND WELD CAPS WITH A COLD-APPLIED FAST-DRYING MASTIC CONSISTING OF BITUMINOUS RESIN SUCH AS CARBOLINE BIT 50, TNEMEC 40-H-413 OR 3M SCOTCH CLAD 244. THE MIN COATING THICKNESS SHALL BE 0.025 INCH. PART 3: EXECUTION ALL WORK SHALL BE PERFORMED BY QUALIFIED, EXPERIENCED PERSONNEL. WORK NOT SPECIFICALLY DESCRIBED HEREIN SHALL CONFORM TO NACE RPOl 69-96. 3.1 PREPACKAGED MAGNESIUM ANODES A. INSPECTION: INSPECT ALL LEAD WIRES FOR INTEGRITY AND DAMAGE. ANODE LEAD WIRE-TO-ANODE CONNECTION FAILURES SHALL REQUIRE REPLACEMENT OF THE COMPLETE ANODE. B. PRE-PACKAGED ANODE INSPECTION: INSPECT TO ENSURE THAT THE BACKFILL MATERIAL COMPLETELY SURROUNDS THE ANODE AND THE CLOTH BAG IS IN TACT C. LOCATION: PLACE IN AUGURED HOLES BEHIND CURB AND SIDEWALK IN LANDSCAPED PLANTING STRIP. ANODE STATIONING CAN BE ADJUSTED. ENGINEER TO APPROVED ALL ADJUSTMENTS OVER 10 FEET. D. HANDLING: NEVER LIFT ANODE BY THE LEAD WIRE. ALL ANODES SHALL BE LOWERED INTO THE HOLE USING A SLING OR A ROPE. E. ANODE DEPTH: ANODES HOLES SHALL BE 12 FEET DEEP. F. SOAKING REQUIREMENTS: SOAK PREPACKAGED ANODES IN WATER FOR 30 MINUTES BEFORE PLACING IN HOLE. POUR 15 GALLONS OF WATER IN HOLE TO COMPLETELY COVER ANODE. SOAK FOR 30 MINUTES. BACKFILL WITH NATIVE, ROCK-FREE (1/2-INCH MAXIMUM ROCK SIZE) SOIL TO COVER TOP OF ANODE. ADD 5 TO 10 GALLONS OF WATER. ALLOW TO SOAK FOR 15 MINUTES. G. ANODE HOLE BACKFILL: AFTER SOAKING BACKFILL ANODES WITH NATIVE TRENCH SPOIL (NOT SAND) WITH ALL STONES OVER 1-INCH DIAMETER REMOVED. BACKFILL IN 18-INCH LIFTS AND COMPACT. NO VOIDS SHALL EXIST AROUND THE ANODE BAGS. 3.2 AT-GRADE TEST STATIONS A. LOCATION: AT-GRADE CORROSION MONITORING TEST BOXES SHALL BE PLACED JUST BEHIND THE CURB AS SHOWN. B. LEACH FIELD: PLACE BOX IN GRAVEL LEACH FIELD 12" DEEP AS SHOWN. C, REFERENCE CELL ACCESS: PVC TUBE FRO REFERENCE CELL ACCESS SHALL PENETRATE GRAVEL AND TERMINATE IN SOIL. FILL WITH SOIL. D. TEST LEAD ATTACHMENT: ATTACH TEST LEADS TO THE PIPE USING THE ALUMINO-THERMIC WELD PROCESS AS DESCRIBED BELOW. PLACE. 18-INCH DIAMETER SLACK WIRE AT EACH WELD. E. TEST LEAD INSTALLATION: TRENCH WIRE AT A MINIMUM DEPTH OF 24 INCHES, ALL TEST LEADS SHALL TERMINATE IN A TEST BOX WITH 18-INCHES OF SLACK WIRE IN THE BOX. F. BRASS TAGS: SECURELY ATTACH TO THE TEST LEADS WITH UN-INSULATED NO. 14 COPPER WIRE. DIE-STAMP WITH ¼-INCH HIGH CHARACTERS. LEGEND AS SHOWN. G. ANODE CONNECTION: CONNECT TO FINK SHUNT AS SHOWN. LEAVE PIPE LEAD DISCONNECTED FOR CONNECTING BY CORROSION ENGINEER AT ACTIVATION. H, CONCRETE PAD: PLACE A 26 INCHES SQUARE BY 4 INCHES DEEP, REINFORCED (NO. 4 3.3 WIRE AND CABLE A. TEST LEAD TRENCHING AND BACKFILLING: THE BOTTOM OF THE TRENCH SHALL BE 3 INCHES OF SAND OR STONE-FREE EARTH. COVER TEST LEADS WITH 6-INCH LAYER OF STONE-FREE EARTH AND TAMP. USE TRENCH SPOIL FOR REMAINDER OF BACKFILL UNLESS DIRECTED OTHERWISE. FINAL SOIL COMPACTION SHALL BE AS SPECIFIED ELSEWHERE. DO NOT STRETCH, KINK OR CUT THE CONDUCTOR. DO NOT PLACE ROOTS, WOOD SCRAPS, ORGANIC MATTER IN THE BACKFILL. B. DAMAGED WIRE: DAMAGED WIRE SHALL BE REJECTED AND REPLACED COMPLETELY AT THE CONTRACTOR'S EXPENSE. ALL REJECTED WIRE SHALL BE REMOVED FROM THE JOB SITE AT THE CLOSE OF EACH WORKDAY. C. SPLICING: NO WIRE SPLICES ARE ALLOWED. 3.4 WAX TAPE COATING ALL BURIED PIPE, PIPE FITTINGS AND APPURTENANCES SUCH AS TAPPING SADDLES, BLOW-OFF AND AIR-VAC CONNECTIONS, VALVES, FLANGES, INSULATING FLANGES, COUPLINGS AND ADAPTERS (EXCEPT CASINGS) THAT ARE ON THE DIP SEWER MAIN AND NOT POLYETHYLENE WRAPPED SHALL BE WRAPPED WITH PETROLATUM WAX TAPE PER AWWA C217 AND THESE SPECIFICATIONS. A. SURFACE PREPARATION: SURFACE SHALL BE CLEAN AND FREE OF ALL MOISTURE, DIRT, MILL SCALE, COAL TAR, OIL, GREASE OR ANY FOREIGN SUBSTANCE. CLEAN OIL OR GREASE WITH SUITABLE SOLVENT. THE SURFACE SHALL BE DRY PRIOR TO THE APPLICATION OF THE COATING. B. PRIMER: APPLY PRIMER BY BRUSH, HAND, GLOVE OR ROLLER. A THIN COATING OF PRIMER SHALL BE APPLIED TO ALL SURFACES AND WORKED INTO ALL CREVICES. THE PRIMER SHALL BE APPLIED GENEROUSLY AROUND THREADED BOLTS AND NUTS, COUPLING TIE RODS, FLANGES, FOLLOWERS, AND OTHER IRREGULAR SURFACES AND SHALL COMPLETELY COVER ALL EXPOSED SURFACES AND FILL ALL VOIDS. OVERLAP PIPE COATING BY A MINIMUM OF 3 INCHES. C. WAX TAPE: APPLY PETROLATUM WAX-TAPE IMMEDIATELY AFTER PRIMER. SHORT LENGTHS OF TAPE SHALL BE CUT AND CAREFULLY MOLDED AROUND EACH INDIVIDUAL BOLT, NUT, TIE-ROD AND STUD-ENDS. INDIVIDUALLY WRAP ALL ODD SURFACES. COMPLETELY COVER WITH TAPE. TIE RODS SHALL BE INDIVIDUALLY SPIRAL WRAPPED. COVER ALL BOLTS AND IRREGULAR SURFACES WITH SHORT SECTIONS OF TAPE THEN CIRCUMFERENTIALLY WRAP TAPE OVER THE FLANGE, VALVE OR FITTING WITH SUFFICIENT TENSION AND PRESSURE TO PROVIDE CONTINUOUS ADHESION WITHOUT STRETCHING THE TAPE. THE TAPE SHALL BE FORMED BY HAND INTO ALL VOIDS AND SPACES. THE'RF SHALL BE NO GAPS OR AIR SPACES UNDER THE TAPE. THE BARRFL OF COUPLINGS SHALL BE WRAPPED UNDER THE TIE RODS. THE TAPE SHALL BE APPLIED WITH AT LEAST A 55% OVERLAP. THE WAX TAPE SYSTEM SHALL HAVE A MINIMUM THICKNESS OF 50 MILS OVER SMOOTH SURFACES AND 100 MILS OVER SHARP PROJECTIONS SUCH AS BOLTS AND NUTS. D. OUTER COVERING: APPLY CLEAR PLASTIC OUTER COVERING BY HAND SUCH THAT THE MATERIAL CONFORMS AND ADHERES TO THE WAX TAPE SURFACE. COUPLING TIE RODS SHALL BE INDIVIDUALLY WRAPPED. APPLY TWO LAYERS OF PLASTIC OUTER WRAP. 3.5 CONTINUITY BONDING A. MECHANICAL JOINTS: ALL BURIED DIP JOINTS AND ALL MECHANICAL JOINTS (I.E., FLANGES, VALVES, COUPLINGS EXPANSION JOINTS) THAT ARE NOT SPECIFICALLY IDENTIFIED AS INSULATING JOINTS SHAL.L BE BONDED WITH BOND WIRES AS INDICATED IN THE DRAWINGS. 8. BOND WIRE: MAKE SHORT AS POSSIBLE. CAN WELD TO FLANGE EDGE OR PIPE. 3.6 WIRE TO PIPE CONNECTIONS A. WELDS: ALL COPPER WIRE-TO-PIPE CONNECTIONS SHALL BE ALUMINO-THERMIC WELDS. 8. PREPARATION OF WIRE AND CABLE: USE A WIRE CUTTER. DO NOT DEFORM CABLE. CLEAN OILY OR GREASY CABLE WITH A RAPID-DRYING SOLVENT. REMOVE INSULATION FROM THE CABLE. C. PREPARATION OF METAL: CLEAN DIRT, GRIME, AND GREASE FROM THE METAL IN A 5-INCH DIA. AREA. CLEAN THE STRUCTURE TO A BRIGHT, SHINY SURFACF FREE OF ALL SERIOUS PITS AND FLAWS. THE WELD AREA MUST BE ABSOLUTELY DRY. D. WIRE POSITION: THE WIRE IS TO BE HEU) AT A 30-DEGREE ANGLE TO THE SURFACE WHEN WELDING. ONLY ONE WIRE SHALL BE ATTACHED WITH EACH WELD. E. TESTING OF ALL COMPLETED WELDS: AS SOON AS THE WELD HAS COOLED, THE WELD SHALL BE TESTED BY THE CONTRACTOR AS DESCRIBED BELOW. F, COATING OF ALL COMPLETED WELDS: APPLY PRIMER AND ELASTOMERIC WELD CAP TO THE WELD. APPLY A BITUMINOUS COATING OVER THE WELD CAP AND TO ALL EXPOSED AREAS. PART 4 -TE'STING AND INSPECTION 4.1 TEST LEADS AND BOND WIRES A. RESPONSIBILITY: THE CONTRACTOR SHALL TEST ALL LEADS AND BOND WIRE WELDS. 8. TEST METHOD: TEST WELD FOR STRENGTH BY STRIKING A SHARP BLOW WITH A TWO-POUND HAMMER WHILE PULLING FIRMLY ON THE WIRE, WELDS FAILING THIS TEST SHALL BE RE-WELDED AND RE -TESTED. WIRE WELDS SHALL BE SPOT TESTED BY THE ENGINEER OR INSPECTOR. C. ACCEPTANCE: WELDS NOT LOOSENED OR BROKEN BY THE HAMMER TEST CAN BE COATED AND BACKFILLED. THE RESISTANCE BETWEEN EACH PAIR OF TEST LEADS SHALL NOT EXCEED 150% OF THE PUBLISHED WIRE RESISTANCE. ULTIMATE BOND WIRE ACCEPTANCE SHALL BE DETERMINED BY CONTINUITY TESTS. 4.2 TEST LEAD TRENCHING AND BACKFILL A. RESPONSIBILITY: THE DEPTH, TRENCH BOTTOM PADDING, AND BACKFILL MATERIAL SHALL BE INSPECTED BY THE INSPECTOR AT HIS DISCRETION PRIOR TO BACKFILLING. B. METHOD: VISUAL INSPECTION. C. ACCEPTANCE: CONFORMANCE WITH THESE SPECIFICATIONS. 4.3 CONTINUITY TESTING A. RESPONSIBILITY: THE VWD CORROSION ENGINEER SHALL TEST THE FULL LENGTH OF THE PIPE FOR CONTINUITY. 8. TEST METHOD: USE THE DIRECT RESISTANCE METHOD. THE DIRECT RESISTANCE METHOD CONSISTS OF MEASURING THE LINEAR RESISTANCE OF INDIVIDUAL PIPE SECTIONS BETWEEN TWO ADJOINING TEST STATIONS (2-WIRE MINIMUM) AND COMPARING WITH THEORETICAL RESISTANCE. C. ACCEPTANCE: ACCEPTABLE CONTINUITY IS WHEN THE ACTUAL RESISTANCE MEASURED, AS DESCRIBED ABOVE, IS EQUAL TO OR LESS THAN 130% OF THE THEORETICAL PIPE SECTION RESISTANCE. IF THE ACTUAL RESISTANCE IS GREATER THAN 130% THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE THE OPEN OR HIGH RESISTANCE JOINTS, MAKE ALL NECESSARY REPAIRS, AND RETEST UNTIL CRITERION IS MET. 4.4 ANODES AND CATHODIC PROTECTION PERFORMANCE A. RESPONSIBILITY: THE CONTRACTOR MUST PROVIDE THE PROPER RATED POTENTIAL ANODE, SUFFICIENT ANODE LEAD WIRE LENGTH AND THE PROPER ANODE HOLE DEPTH. THE VWD CORROSION ENGINEER SHALL TEST EACH INSTALLED ANODE FOR WIRE CONNECTION INTEGRITY AND FOR OPEN-CIRCUIT POTENTIAL. B. CATHODIC PROTECTION PERFORMANCE TEST METHOD: THE PERFORMANCE OF THE CATHODIC PROTECTION SYSTEM WILL BE TESTED BY THE VWD CORROSION ENGINEER. THE TESTING SHALL INCLUDE: MEASUREMENT OF ALL Of'c.N-CIRCUIT ANODE POTENTIALS; PIPE-TO-SOIL POTENTIALS AT EACH TEST STATION AND OTHER LOCATIONS AS NECESSARY BEFORE THE ANODES ARE CONNECTED; INITIAL ANODE CURRENTS AFTER CONNECTING ANODE LEADS TO THE PIPE LEADS; AND THE PIPE-TO-SOIL POTENTIAL AT EACH PREVIOUSLY TESTED SITE WITH ALL ANODES CONNECTED. PRE-AND POST CATHODIC PROTECTION POTENTIALS AT MIDPOINTS BETWEEN ANODE BEDS ARE REQUIRED TO VERIFY THAT THE PIPELINE IS FULLY PROTECTED. ADEQUATE PROTECTION SHALL BE AS DEFINED IN NACE RP0169. C. FIELD REPORT: ALL SYSTEM DEFICIENCIES SHALL BE DESCRIBED IN ONE OR MORE FIELD TEST REPORTS BY THE CORROSION ENGINEER. D. ACCEPTANCE: THE SYSTEM WILL BE ACCEPTED IF ALL ANODES, TEST STATIONS, AND SUPPORTING FACILITIES ARE INSTALLED AND WORKING PROPERLY. 4.5 WAX TAPE COATING A. RESPONSIBILITY: WAX TAPE APPLICATIONS SHALL BE INSPECTED BY THE INSPECTOR. 8. TEST METHOD: EACH TAPE WRAPPED COMPONENT SHALL BE VISUALLY INSPECTED. BACKFILLING SHALL NOT BE DONE UNTIL THIS INSPFCTION IS COMPI FTF AND THE TAPE WRAP APPLICATION IS APPROVED BY THE INSPECTOR. C. ACCEPTANCE: CONFORMANCE WITH THIS SPECIFICATION. 4.6 COMPLIANCE WITH SPECIFICATIONS A. DEFICIENCIES: ANY DEFICIENCIES OR OMISSIONS IN MATERIALS OR WORKMANSHIP FOUND BY THESE TESTS SHALL BE RECTIFIED BY THE CONTRACTOR AT HIS EXPENSE. ENGINEER OF WORK ~u l~/'/-0;3 E.A. Decarlo CR 1011 DATE VALLECITOS WATER DISTRICT "AS BUILT c~M~ ~ CR ID,, EXP. 12-•f•O".,-DATE REVIEWED BY: VWD DWG NO. £A);'&\. C,,,,l+o n Ir,!.. INS ECTOR DATE A. TEST BOX: TEST BOXES SHALL BE A ROUND, PRECAST CONCRETE WITH A CAST IRON LID STRONG ENOUGH TO SUPPORT OCCASIONAL VEHICULAR TRAFFIC. THE LID SHALL BE CAST WITH THE LEGEND "CP TEST ". MOUNT Fl USH WITH GRADE. USE CRISTY G5 OR EQUAL. REBAR) CONCRETE PAD AROUND EACH AT-GRADE TEST STATION IN UNPAVED AREAS. fsffe.Pl CITY O CARLSBAD ~ l----+--1----------------+---l----+----+----t '.::~::::::::::::6:::::..'===EN:::G::IN::E:=ER:::IN::G:::::::DE=:P::::ARTM:::::::::E:::NT::::::=::....':::l.LLJ::::::::::::1=: 8. TERMINAL BOARDS: USE PLASTIC (LEXAN) BIG FINK SINGLE (7 LEAD) TERMINAL BOARD AS ?:l'--.;o:--F_ES_s:.:c,ol\' TEST BOX. ALL TERMINAL BOARD HARDWARE SHALL BE NICKEL OR CADMIUM PLATED BRASS. De CONSULTANTS, f NC, Pf ::,c,<,; -,t % IJLPROYEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS CATHODIC PROTECTION SPECIFICATIONS SUPPLIED BY COTT MANUFACTURING COMPANY OF GARDENA, CALIFORNIA INSIDE AT -GRADE ~ ?) ,s-"'0 "'i,.A, Dec 01<~ TEST LEADS LARGER THAN NO. 6 SHALL TERMINATE UNCONNECTED IN THE TEST BOX. [;J ,,., ,.,._,,;a,/□3 o ~ CC No,10" Al APPROVED: lfY C. SHUNTS: 0.01 OHM RATED AT 6 AMPS, ACCURATE TO 1 %. USE FINK BOARD SHUNTS. 16466 Bernardo Center Drive * * /46 e~ (/, ~~"-• ,c__...,hLJC_>t't-c_::__ __ ~/'1J DflTE LEAVE PIPE LEAD DISCONNECTED FROM SHUNT UNTIL SYSTEM ACTIVATION BY DISTRICT Suite B-275 -r';, 00~Ros'0"' ,-;,"f' CITY ENGIN~ RffE~= EXP. San Diego, CA 92128 '1r. --.__,,; ~ ' ,., CORROSION ENGINEER. (858) 592-0226 (' Or CAL''o OWN BY~:-~ PROJECT NO. , i, DATE INITIAL DATE INITIAL DATE INITIAL CHKD B't~-"""='. CT 9 9-O 3 DRAWING NO. 397-2I : : L------------------------------------------------------------------------------------------~E~NG~1N~EE~R~o~F~w~o~RK~===~R~EV~1~s~,o~N~~D~E~sc~R~1PT~1o~N~==~or~H~rn~A~PP~R~ov~A:L!:::c~1TY~A~PP~R~ov~A=L~=Rvw~o~s=Y:~-~~~1=··, ~======~====~ VWD 02-002 I I I 03IT603 I I . I VILLAGES OF LA COSTA -THE GREENS II I Landscape Median Improvement Plans Morrow Development 1903 Wright Place, Suite 180 Carlsbad, CA 92008 (760) 929-2701 ~" ~ S H E E T I N D 'E X SHEET# TITLE 27 LANDSCAPE TITLE SHEET 28 RECYCLED WATER COVER SHEET 29 RECYCLED WATER USE PLAN 30 IRRIGATION PLAN -BASE A 31 IRRIGATION PLAN -BASE B 32 IRRIGATION PLAN -BASE C 33 IRRIGATION PLAN -BASED 34 IRRIGATION PLAN -BASE E 35 IRRIGATION PLAN -BASE F 36 IRRIGATION PLAN -BASE G 37 IRRIGATION PLAN -BASE H 38 IRRIGATION PLAN -BASE I 39 IRRIGATION PLAN -BASE J 40 IRRIGATION PLAN ~ BASE K 41 IRRIGATION PLAN -BASEL 42 IRRIGATION NOTES AND LEGENDS 43 IRRIGATION PET AILS l,AND CONCERN ),J,.Nt>$Cl,l>\I A"CH1'ril<.l'f .... RII 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 SHEET# TITLE IRRIGATION DETAILS IRRIGATION SPECIFICATIONS TREE AND G.C. PLAN -BASE A SHRUB PLAN -BASE A TREE AND G.C. PLAN -BASE B SHRUB PLAN -BASE B TREE AND G.C. PLAN -BASE c SHRUB PLAN -BASE c TREE AND G.C. PLAN -BASE D SHRUB PLAN -BASE D TREE AND G.C. PLAN -BASE E SHRUB PLAN -BASE E TREE AND G.C. PLAN -BASE F SHRUB PLAN -BASE F TREE AND G.C. PLAN -BASE G SHRUB PLAN -BASE G TREE AND G.C. PLAN • BASE H APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I..-------~-------' 61 62 63 64 65 66 67 68 69 70 71 SHRUB PLAN -BAS! H TREE AND G.C. PLAN -BASE I SHRUB PLAN -BASE I TREE AND G.C. PLAN • BASE J SHRUB fiLAN -BASE J TREE AND G.C. PLAN -BASE K SHRUB PLAN -BASE K TREE AND G.C. PLAN -BASE L SHRUB PLAN · BASE L PLANTING DETAILS SPECIFICATIONS \\ l \\l \ I \ I \ . , I V "AS BUILT" ~N.)Jn REVIEWED BY: ~l:J.C •• ,1. ... ' INS~ECTOR DATE 11 /1.1/os DATE VICINITY MAP -'-K'---E=---"y __ M_A_P NOTTOSCAL.E CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN CITY OF HARD SCAPE - EL CAMINO REAL l. CONTRACTOR TO REVIEW CONSTRUCTION PLANS AND GRADING PLANS THROUGHLY PRlOR TO BEGINNING WOR ''' ,,, 2. CONTRACTOR TO CONT ACT CITY INSPECTOR AT (7f;J) 815-6708 & LANDSCAPE ARCHITECT PRIOR TO START OF CO: FOR PRE JOB MEETING. ALLOW 48 HOURS LEAD TIME. CONTACT ANDY BOWDEN (949) 250-4822 . ._, \D 3. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO REVIEW HARDSCAPE FORMING PRIOR TO POUR. AlLOW 48 HOURS LEAD TIME. CONT ACT ANDY BOWDEN (949) 250-4822. ,.. ,_ 4. CONTRACTOR SHALL NOT MAKE FIELD CHANGES UNLESS AlITHORIZHD BY THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. UNAIJrHORIZED CHANGES SHALL BE CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIC THE OWNER OR LANDSCAPE ARCHITECT. 5. CONTRACTOR SHALL VERIFY LOCATION OF AL"°ERGROUND IJTIL~~ AND SERVICES PRIOR TO ANY DIGGING. CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR DAMAGE(S) CAUSED BY FAILURE TO DO SO. IW Ill • ~~:~:;u~U:;$;•1,-ro,=m, ! . CONTRACTOR SHALL SUBMIT PHOTOGRAPHS OF ALL TREE MATERIAL PRIOR TO INSTALLATION FOR REVIEW. BID GROWEST WHOLESALE NURSERY TREE PRICES (800) 564-7825. CONT ACT: DEAN WENDT . NOTTO SCALE . ..,..,,,-..,;U~I 111 2. CONTRACTOR IS TO SPOT ALL PLANT MATERIAL AND HA VE LANDSCAPE ARCHITECT APPROVE SPOTTING PRIOR TO THE EXCAVATION OF A1''Y PLANT PIT. ALLOW 48 HOURS LEAD TIME. ANY TREE, SHRUB, OR VINE THAT IS PLANTED V.TIHOUT PRIOR APPROVAL OF IDE LANDSCAPE ARCHITECT MAY BE MOVED AT THECONTRACfOR'S EXPENSE . ..--:.~!!,!I!!-.-:-;· ~~~~= 3. REMOVE STAKES AND TRELLIS FROM ALL ESPALIERS AND VINES, AND ATTACH TO WALLS, PILASTERS, ETC ... AS LOCATED ON PLANS. ,.,,...-..,,.._~ ---4. AlL TREES UX'.ATEO WITHIN FIVE (5) FEET Ol' ANY HARDSCAPE, CURBS, BUILDINGS, WALLS, FENOlS, OR UTIUTIES SHALL BE PLANTED WITH ROOT BARRIER DEVICES AS NOTED ON PLANS. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION . .__._... ------5. CONTRACTOR ·ro CONT ACT LANDSCAPE ARCHITECT FOR A FINAL ON-SITE REVIEW WHEN INST ALLA T!ON !S COMPLE'IE. AND FOR A FINAL MAIN111NANCE REVIEW AT TIIE END OF THE MAINTENANCE PERIOO. ALLOW 48 HOURS LEAD TIME. CONTACT ANDY BOWDEN (949) 250-4822. ,,,, .,,,./' 6. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICAPLE CODES At\'D REGULATION AS PER THE CITY OF CARLSBAD LANDSCAPE MANUAL AND THESE PLANS. lN CASE OF CX>NFLICT, Tiffi OTY LANDSCAPE MANUAL SHALL PREVAIL .,,..,.,, 7. THE DEVI.OPMENT WILL NOT BE RELEASED BY THE CITY INSPECTOR FOR USE AND OCCUPANCY UNTIL THE PLANTING ON SLOPES HAS GROWN SUFF1CIENTLY TO ESTABUSH EROSION CONTROL. . . .. . .... ""'"" ____ , I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSIST ANT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE LICENSED DESIGNER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL k CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT .-•·---~--. LANDSCAPE ARCH!T!;;CT PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO . LANDSCAPING. \,~NDSC'& ~110WDE1v, l '1 LAND CONCERN Noflh .. 4~ f)l J//l;.4 ~ ~ .., , .,. ,. ~ ------ ""' 4; SIGNATURE S ,_., \ I,. 1,IE:. NO. 1801 8/'s1/03 ANDREW C.N. BOWDEN License No. & Expiration Date \ RENf.W1ATE Landscape Architect 11,i6~ "' ~)A; "+""' 1750 DEERE AVENUE - (~ /J; OF CAL~ SANTA ANA, CA 92705 949-250-4822 ,At. ~ .. -tj,fjo, Address Phone ANDREW C.N. BOWDEN R.L.A. 1801 OATE ' I SH~ET, CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: POINSETTIA LANE IV'IIVU LJVV\,;I. I NO. ~ 1 VILLAGES 0~ LA COSTA-THE GREENS fflLESHEET A~R<3VE~ ~ _ , , CITY ENGIN ER · ... C.E._ ,t,e1: EXP. ,l/2 .,;.,, J DATE DWNBY: JI;; PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: _.!!c, ,-. REVISION DESCR!ll>TION RVWDBY: JI!. CT99-03 397 -2r J314GIIIEER Ci' WORK cm!ffiAPf'ROVAL CITY APPR'll/AL ' ch m Lil a:: Cl i 8 0 :'.5 ~ LU z :::5 <( ~ (/) ~ (I) oz !l.. < .. ...J 1-!l.. Z1-Wz :::; w !l.. 2 gw w> >o w a:: Cl !l.. 3:::::; ot- VWD 02-002 1E~ L-------------------------------------------------------------------·--------·------:-----------------1~~ 030603 GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN /l!CCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICTS RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OEF, OVERSPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON SITE PIPE SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT RULES AND REGULATIONS. 8.' THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10:00 PM AND 6:00 AM THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME WITH QUALIFIED SUPERVISION PERSONNEL ON SITE). 9. PRCVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE LACK OF PROTECTION, WHETHER BY DESIGN CONSTRUCTION PRACTICE OR SYSTEM OPERATION. IS STRICTLY ' PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES PER CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPERATION BETWEEN POTABLE WAER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINES MUST BE INSTALLED ABOVE THE RECYCLED LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPERATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 19.•DEVELOPER I CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEAL TH PRIOR TO ANY USE OF RECLAIMED WATER. 2tl QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: A. RECYCLED WATER. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTLY ATTACHED TO THE VALVE. QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100-RL-NP OR APPROVED EQUAL (SPIKES SHALL NOT BE INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES). 21. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 22.• DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS '00 NOT DRINK" ON THESE PLANS. 23." AN ON-SITE USER/ SUPERVISOR SHALL BE DESIGNATEO IN WRITING, THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW / CROSS CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SUSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDEO TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH ANO CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: MAINTENANCE SUPERVISOR DENNIS SPAHR AT (562) 921-3210 OR AFTER HOURS CONTACT OENNIS SPAHR AT (562) 921-3210 24. SHOW ALL PUBLIC AND PRIVATE POTABLE WATER MAINS ON IMPROVEMENT PLANS. 'ITEMS 8, 19 & 23 SHALL BE REQUIERED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. • ITEM 22 THE SIGNAGE SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TAGS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF RECYCLED WATER. 25. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PERAWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE 26. THERE SHALL BE A PHYSICAL SEPARATION BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY CONCRETE STRIPS, CHAIN LINK FENCES, OR OTHER MEANS AS APPROVED BY THE WATER DISTRICT AND D.E.H. 27. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS ANO/OR DESIGNATED OUTDOOR EATING ARES ON THIS SITE. SIGNAGE NOTES I. THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTEO INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON 8-1/2" x 11" SIZED SIGN. COLOR PURPLE BACKGROUNO WITH BLACK LETTERING. GUIDELINES FOR RECYCLED WATER USE 1. IRRIGATE BETWEEN THE HOURS OF 10:00 PM ANO 6:00 AM ONLY. WATERING OUTSIDE THE TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL TIMERS MUST BE ADJUSTEO SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEOURE MAY BE FACILITATEO BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION. 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS AND STREETS AND SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULO BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLEO WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HANO WASHING, CLEANING OF TOOLS, ETC GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL O FALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON .. SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTEO TO, AND APPROVED BY THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANOARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4". PURPLE IN COLOR, WITH THE WORDS "WARNING· RECYCLEO WATER· 00 NOT DRINK" IMPRINTED ON ONE SIOE, AND "NO TOME EL AGUA" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAG AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHA.LL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 2. ATTACH TO SOLENOIO WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 12" X 36" SIZE INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES B. TRENCH DEPTHS C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) 0. PIPE IOENTIFICATION E. POINTS-OF-CONNECTION (POC'S) F. LOCATION AND IOENTIFICATION OF SPRINKLER HEAOS G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLEO WATER IS USED FOR CONSffiUCTION) AN APPROVED LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICTM AND BE FORWARDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH PRIOR TO FINAL INSPECTION APPROVAL 2. DISTRICT FINAL INSPECTION SHALL INCLUDE: A. COVERAGE TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER B. WARNING SIGNS AND LABELS C. QUICK COUPLING VALVES D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING E. REQUIRED PROTECTION OF ALL RESIOENTIAL AREAS F. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNECTION 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PARTS "A", "B" ANO "G" OF THE DISTRICT FINAL INSPECTION BLACK LOGO ~-1" BLACK LETTERS PURPLE BACKGROUND 36" (N.T.S.) WARNING RECYCLED WATER DO NOT DRINK RECYCLED WATER \ WASH HANDS AFTER CONTACTING LA SE SUS MANOS DESPUES DE USAR 0.032 ALUMINUM, 0.06D ABS PLASTIC OR STICK-ON VINYL SIGNS \__ 1" BLACK LETTERS ~-2" BLACK LETTERS REQUIRED SIGNAGE FOR RECYCLED WATER USE AREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC INSTALL WITH 318" STAINLESS STEEL BOLTS RECYCLED WATER OONOTDRINK .. AT A MINIMUM OF TWO LOCATIONS-LENGTH AS REQUIRED. USE 1" DIAMETER WASHER TO PROTECT SIGN. DEFORM ENDS OF BOLTS TO PREVENT EASY REMOVAL. REQUIRED SIGNAGE FOR RECYCLED WATER AREAS: ALL USE AREAS ACCESSIBLE TO THE PUBLIC SHALL BE POSTED WITH SIGNS (MINIMUM 2 PER METER) THAT ARE VISIBLE TO THE PUBLIC IN A SIZE NO LESS THAN 4 INCHES HIGH BY 8 INCHES WIDE. ® J ' _°),r:, 18" J c • 1-112" GALVANIZED STEEL POST WITH THREADED CAP ON TOP OF POST. FINISH GRADE • CONCRETE FOOTING RECYCLED WATER WARNING SIGN 18" (TYP.) (N.T.S.) In order to Conserve Water ... RECYCLED DO NOT DRINK WATER IN USE NO TOME EL AQUA WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAR 18" X 18" SIZE 0.032 ALUMINUM, O.D6D ABS PLASTIC OR STICK-ON VINYL SIGNS SAN DIEGO COUNTY Department of Environmental Health Land Use Division RECYCLED WATER SIGN Environmental Land Use Speclalist Ill Oate CARLSBAD MUNICIPAL WATER DISTRICT APPROVED BY·~~' DATE: .2_ •4• "3 VWODWG. NO. LANDSCAPE ARCHITECT l::m CITY OF CARLSBAD ISHEETSI ENGINEERING DEPARTMENT 71 ANDY C. N. BOWDEN R.L.A. 1601 DATE WATER CONCERN, LTD LANDSCAPE IRRIGATION CONSUL TING 1750 East Deere Avenue, Santa Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUil T" ~ REVIEWED BY: -ac , ~CTOR7£Cj I.,. __ ,~/~ DAE ,,!z.,los DATE INITIAL DATE INITIAL DATE REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL RECYCLED WATER COVER SHEET FOR: POINSETTIA LANE AT LA COSTA GREENS LANE APPROVED tJY • , I, 16,A_ ~03/"'} .4< --~ '--"'~--, CITY ENGi EER . -.E. EXP. DTE DWN BY, .... J.T~ PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: _1111'. ___ RVWDBY: _, '-._ C.T. 99-03 397-21 CITY APPROVAL VWD 02-002 ' 11) z w ~ (!) i :"i !.: ~ ! ~ Cl) oz IL :"i ,-. CL z ,-. ~ ffi CL S QC -'w w> >o w er 0 CL :'; ~ .:.: er w er w o er ::d;; 030603 - ____J ' • • • • • • • COUNTY OF SAN DIEGO Depart:nient of Environmental Health Land Use Divlsion -RICHARD CARLSON .a~ .. ,. t.,aa.i Environmental Lend Use Specialist Ill Date CARL.SBAD MUNINCIPAL WATER DISTRICT \ APPROVED BY: ___________ _ DATE: --------------- LANDSCAPE ARCHITECT ANDREW C.N. BOWDEN R.L.A. 1801 DATE WATER CONCERN, LTD LANDSCAPE fRRIGA TION CONSUL TING 1750 East Deere Avenue. Santa Ana, CA 92705 (949) 553-3190 (949) 752-0769 FAX 0 50 100 SCALE : 1 "~ 100' . . ·· .. ,.·~·.· : IRRIGATION LEGEND (D RECYCLED WATER METER (■j IRRIGATION CONTROLLER (El TELEPHONE SERVICE • IRRIGATION ELECTRICAL PEDESTAL [fil RECYCLED WATER SIGN FIRE HYDRANT RECYCLED WATER MAINLINE RECYCLED WATER SERVICE LINE ---POTABLE WATER SERVICE LINE 200 300 400 I AREA LEGEND AREA TO BE IRRIGATED BY RECYCLED WATER / ,,., ... ,,.,, • • • • • • • i ----------+--+---l--------1----1 ~ jCITY OF CARLSBAD] ISHEETSI ~ ENGINEERING DEPARTMENT 71 r----------------,----------------_J----i---t--------------+--1----l---l---J i. RECYCLED WATER USE SHEET FOR: "AS BUILT" POINSETTIA LANE 1APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE LOCATION OF PLANTING AREAS. a. e.'!,r,;[i/)Jt,.@~===--------10/J.,jt,S _ ~===-:i===t========================±===j===j===-=i==~_j i -------------=D:.:.A:.:.T=-E-r1 A;fiP:;:,iP:;:,iR~o""VE~D=&:=Y============::::;1 • I A i~ ~-/ .. / REVIEWED BY: i ,c..v -Z « · vv., h~ ..:?~3 ~ C. ,,/?..tt/os ;c1TYENGIN •R R. . -~ '----E=x'c'P."'-'-''---bATC ..;,;,I, " DATE INITIAL DWN BY: ;cJT, ECTOR DATE REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKDBY: .,...... PROJECT NO. DRAWING NO_ ENGINEEROFWORK OTHERAPPROVAL GITYAPPROVAL RVWDBY: ~ t--C.T.99-03 397-21 AT LA COSTA GREENS LANE VWD02-002 ' I 030603 - LAND CONCERN LANDSCAPR AacHITECTUa ■ 1750 B, OBIIR.ll A.VRNUR SANTA ANA, CAtJPOllNU 1!,1!.70f (949) 2so-4sn - , ------------ -- ----------------------' i ' 239 240 ~~1 ~ 242 ' --I --' EL CAMINO REAL ---------------------~ PLAN: EL CAMINO REAL ,E~,~~0E, =======¥f====~r~===.:l'20 GRAPHIC SCALE 1"=40' "AS BUILT'' ~ 0,4t//Jt __ _ REVIEWED BY: ~c~, .. ,., ... 10/2.1 /os. DAiE u i== CJ'l u., -EL CAMINO REAL ~ 1 b --------- -----244 245 FOR HARDSCAP_E ONL V. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. BASE a -POINSETTIA LANE KEY MAP ANDREW C.N. BOWDEN A.LA. 1801 fsiiEEil CITY OF CARLSBAD 1----+---+-------------+--;----i-----;----------i ~ ENGINEERING DEPARTMENT 1----+---+-------------+--;----i-----;----------i IMPROVEMENT PLANS FOR: JTII ITV nJSTRICT APPBQ.\l.AL.a POINSETTIA LANE ~ AT LA COSTA GREENS INTERSECTION OF EL CAMINO REAL AND POINSETTIA LANE oAr,..e_ ---+---+-------------+---+---+---+-----, J?RJ~~~-ie!& &"'-~/4i/eJ I •ATER n1i::Ifil1,,_ _ffiY !;.NG1ii&R A.c.E. EXP. oi("f'E _ xxxxxxxxxx ' CAB' <>i:>An u, 11.11r,1 ~~ 1---D.-T-E +--INI-TIA-L+-------------+----i---+---t----1 OWN BY: -::::i;;:.;;;:;::I J PROJECT NO. ------:-:-:--=-:-::--:-:-::-,:----"'""'--:::-:-= ,., DATE INITIAL DATE INITIAL CHKD BY: ROBERTJ. WOJCIK RCE-33968 ==NE=OF"~ REVISION DESCRIPTION OTHER•~•., crrv•"~'AL RVWDBY: 1 ·1•1 "'-CT99-03 I DRAWINGNO 397 -2I DISTRICT ENGINEER u~ = •~ =~•~ ~r~v. VWD 02-002 L-------------------------------------------------------------- I ' ~ ~ (!) < I-~ :5 ~ w ~ < I= (I) ~~ QC!.. n. 1--.. z t--w z ::IE Ww :::!:> IS~ ...J Cl. w ::E >-Ww 0~ ~<.) a:~ ~~ ' ' i 030603 I LAND CONCERN LANDSCAPB AacHITBCTu•• 1750 B, DIIBRB AVBN"UB SANTA ANA, CALU01'NJ4 9i1os • ' I ' I ' I ' I ~POINSETTIA LANE ~ EL CAMINO REAL ,., e \ u ' i k .,,.,--• ' ,-' ' I -I ' '"" ; r, a- C \ f g h J I di - KEY MAP \ \ \ I \ ' \ \ \ I I ' ) , \ --- ----'---------. EL CAMINO REAL PLAN: EL CAMINO REAL 40 20 0 40 80 120 t:E =±:!::~~l===±~===:!t======:jl GRAPHIC SCALE 1"=40' -+----248 FOR REFERENCE ONLY. NO HARDSCAPE, PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. 11AS SUILT" a~~:--------,o,'L,/45 OATe. BASEb ANDREW C.N. BOWDEN A.LA 1801 DATE f"iHEE'i'l QTY Of CARLSBAD f---+--+------------+--+--+--+---i ~ ENGINEERING DEPARTMENT t---+--+-------------+--;---;---;--~ IMPROVEMENT PLANS FOR: ITV r"IIC\TRlr.T A POINSETTIA LANE AT LA COSTA GREENS INTERSECTION OF EL CAMINO REAL AND POINSETTIA LANE xxxxxxxxxx DA IC. I I CARLSBAD MUNICIPA . ·xB.DLSTBlC ..... ----,t----+--------------,t-----,t----1--t---lRr~ 7xf o1~Af"~ ............ l---+--+-------------;---;-----;---;--=,-:-1 OWN BY: I PROJECT NO. I DRAWING NO DATE INITIAL DATE INITIAL DATE INITIAL CHKDBY: ROBERT J. WOJCIK ACE· 33968 ~E ENCllNEEROF~~ REVISION DESCRIPTION OTHER•~•" arv•~••• RVWDBY: " CT99 -03 397 ·2I DISTRICT ENGINEER ~ •~ =~•-~r~•~ VWD 02-002 . I 030603 LAND CONCERN LANDSCAPB AacHJTBCTUaE l?SO II, DBRUI AVIINUIZ SANTA ANA, CALIPOR.NU, 9270$' (p49) z;o-482.:z. I I , I I I I I I I IJ I f • _J <( w a: 0 z -~ <( (.) _J w I 'r' I I I I FOR HARDSCAPE ONLY. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. PLAN: POINSETTIA LANE 1t::~ffI::::==±B ====3i~0 ==~l/:°==3112() GRAPHIC SCALE 1"=40' 'AS 8UIL,... aatvlJ1t,,-__ ,, /z,los DATE. POINSETTIA LANE EL CAMINO REAL KEY MAP LANDSCAPE ARCHITECT BASEc fsHEETl QTY OF CARLSBAD 1----+---+--------------+--1----11---+-------, ~ ENQINEERING DEPARTMENT l----+---+--------------+--1----11---+-------, IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LACOSTA GREENS ---,.;-;;.;;-;evvv___::, ..... =--_____ '""n.-,i "-::::====S=TA=. ==09=+=50=.00===T0=1=5=+=00=.oo======~ Xxxxxxxxxx DATE , ,-,t----t--+----------------+---1---1 l1LA~RO>!!~~D~:g4,~i,v.~-~q::~¥~--~~~;_. --,f$bD~1 .. E 31 .AJ.:":Wi4j~tiJ.lili ui=---1---1--------------l----L---L--1~-I ~j~~ ~ c E . EXP. ITTE . ROBERT J. WOJCIK ACE -33968 DISTRICT ENGINEER f---:-::--t-,----t-------------+--f----:-,---lf-,--+-----1 DWN BY: ---:---:--I PROJECT NO I DRAWING NO DATE DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKDBY: . crgg _ 03 • 397 _2I ENG\1£EROFl'KR< OTHERAPPROVAL arv APPROVAL RVWD BY: . VWD 02-002 '---------------------------------------------------------------------------------------------------- I ' r/) ii] w cc (!l ~ :5 !;j: w ~ ~ ~(/) ~~ ~~ .. z 1--w Z:::i; Ww ::E> a.o gee wn. >:::IE Ww Cln_ ,::< ~~ ~~ 030603 -. . LAND CONCERN LANOSCAPR A~cH1~ec~u•• 1150 E. 1)1188.8 AVINU8 $•N'U AN.A, CALJPOJ:.N!A 9!70S (949) ., •• 48>1 WATER METER STATISTIC METER#25 METER SIZE HYDRAULIC GRADE LINE: 375 FT. ELEVATION OF METER 140 FT. OVERALL MAX. FLOW 39 GP'11 MINIMUM PRESSURE REQUIREMENT: 78 PSI ----- POINT OF CONNECTION #25 CITY OF CARLSBAD IRREVOCABLY OFFERED RECYCLED WATER SOURCE MORROW DEVELOPMENT SHALL FURNISH ANO CARLSBAD MUNICIPAL WATER DISTRICT TO INSTALL 2'' WATER METER WHERE SHOWN ANO LABELED ON THIS PLAN. SERVICE LINE SHALL BE CONSIDERED EXISTING PEA THE STREET IMPROVEMENT PLANS. INSTALL A LINE SIZE BALL VALVE, AP BACKFLOW, MASTER VALVE, FLOW SENSOR PER PLANS ANO DETAILS. SLEl:VE ALL PIPES AND WIRE UNDER HARDSOAPE ANO PA V1NG PER LEGEND ANO DETAILS ALL MAINLINE SHOWN IN HAROSCAPE AREAS IS OIAGRAMMITC ONLY INSTALL PIPING IN PLANTING AREAS ONLY. ALL VALVE BOXES TO Bl LOCATED IN SHRUBS AREAS. ALL WIRES FROM FLOW SENSOR TO THE CONTAOLLEA TO BE #14 BLACK AJ>I) RED WIRES ANO SHALL BE SLEEVED IN A 1-114" DIA. PVC CONDUIT. WATER METER ADDRESS ______ POI_NS_ETT_IA_L ..... AN ____ E-=--- ----- CONTROLLER 'A I CITY OF CARLSBAD IRREVOCABLY OFFERED CONTROLLER TO BE A CALSENSE ET1 CENTRAL CAPABLE SATELLITE. CONTROLLER SHALL BE INSTALLED IN A STRONGBOX TOP MOUNT ENCLOSURE. ASSEMBLY MANUFACTURED BY HYOROSCAPE PRODUCTS. MODEL NUMBER: ET2000 • S2 -R -RA • SSE • R / FM-1.2111!1 SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE UTILIZED BY CONTROLLER. 117VAC POWER TO BE SUPPLIED BY MORROW DEVELOPMENT. LANSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION. LOCATION OF THE CONTROLLER SHALL BE AS SHOWN ON PLANS AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ALL IRRIGATION HEADS NEAR CONTROLLER SHALL BE MOVED AND THROTTLED TO ELIMINATE OVERSPRAY ONTO THE CONTROLLER ENCLOSURE I ="" "'"'""""" POINTSEmA LANE PLAN: POINSETTIA LANE "ffB f f Y0 GRAPHIC SCALE 1'"40' I i I PAS WILT" ~.4tA 1,,,,., los DATE. EL CAMINO REAL a BASEd 7-12--04 LC -12-t6H T Oltl<Htl'I I SIOlolJl!:t' OH a.-12.-oa POINSETTIA LANE KEY MAP ... I/ CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION SYSTEM FOR A REVIEW BY THE IRRIGATION DESIGNER ANO VALLECITOS WATER DISTRICT MIN. 4B HOURS LEAD TIME . THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE.JOB I KICK OFF CONSTRUCTION MEETING MAINLINE INSTALLATION ANO PRESSURE TEST LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST. A SLEEVING NOTE ALL PIPING AND WIRE SHAU-BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MIN. 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MIN. 12" BEYOND PAVING. ALL RECYCLED IRRIGATION MAINLINE SHALL BE SLEEVED WITHIN 5' OF A DOMESTIC SERVICE LINE. ALL LEAD WIRES TO BE 1 <IGA. AND ALL COMMON WIRES TO BE 12GA. THAOUGHT PROJECT. AEFER TO SHEET 42 TO 45 FOR DETAILS, NOTES, LEGENDS AND SPECIFICATIONS. LANDSCAPE ARCHIJ.ECI ANDREW C.N. BOWDEN A.LA. 1801 DATE I s'!~ET I • CITY OF CARLSBAD -, ENGINEERING DEPARTMENT IRRIGATION PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS TA. 15+00.00 T021 +50.00 NO. ~ APPROVED:;;,--• I ~--1---1--------------1------f-----l---1---.d etf ~ ~pe,.,.e ~OA~TE+' . 1---+---1--------------+-•--+---I--+---JIYENG!NE~ CE ti EXP . DATE INITIAL E~ a' \I\C'l,K REVISION DESCRIPTION • I DATE INITIAL DATE INITIAL g~e:~: J\!-I PROJECT NO. I\ DRAWING NO I cmtERAPPROVAL CITY APPR:)VAL l!R!!VWO~B~Y·;.;· ;::.Jl-f',~=l ,_ ___ CT_99_·_03____ 397 • 2I PRELIMINARY NOT FOR CON$TIIUC110N VWD02-002 ' ! ~ ~ :5 !:c ~ < ~~ ~ !i ~ ~ (>; ~ 0 ~~ ..., w g~ ....... 1,0 .... -...,l ~~ I Ww N Cl~ i-,,,i ii LAND CONCERN LANDSCAPR AacHJTECTURR 1/S'O IL DBIHUi AVINUR SANTA ANA, CAU:POllNIA 92705 (949) 2$0•482-:l PLAN: POINSETTIA LANE ,t:==1'==0:f:I ===::tl?==:==:i'°===::11120 GRAPHIC SCALE 1 ":4CY 11AS BUil 7'' a,,, CA1A ,, lr..,los DATE. POINSETTIA LANE EL CAMINO REAL l l a j KEY MAP LANDSCAPE ARCHITECT BASEe ANDREW C.N, BOWDEN R.L.A. 1801 J8HEE1l QTY OF CARLSBAD 1----+---+--------------+---+---l--+---1 ~ ENGINEERING DEPARTMENT 1----+---+--------------+---+---l--+---I IMPROVEMENT PLANS FOR: '-i1r111rv n1~TRICT Af'£ROVALS POINSETTIA LANE """""-. AT LA COSTA GREENS """""-. STA. 21 + 50.00 TO 27 + 50.00 AM •• ~ w, ~ . I APfROVED: dr'_ .1j I ~ f ~ ,,~ &d ;2h2-J,,3 ~ • "' "e>An MLJO.ll~I "'1 ~ MIC\TRlr-,t--+---+--------------+---+---+--1-----1 S:C!:!:IT:!;:Y §EN~G~l~~EER~:::;fijb~··=E·=====E=XP=.=:::;';="o/::::D~A='rE~. DWN BY: -==--:----1 PROJECT NO. I DRAWING NO ROBERT J. WOJCIK ACE. 33968 DATE DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: ~~~I CT99-03 397 -2I DISTRICT ENGINEER ENGINEERCf''MlRK OTl-£FIAPPROVAL CITYIIPPRJVAL RVWD BY: _L2Cf__"',. VWD 02-002 L------------------------------------------------------------------------------------------- ! I I I ' I ' ffi w a: (!J ~ :5 !<i: w ~ < ~ ~ ~! I-Cl.. Zt-Wz ::i: w Cl.. ::i: 9w w> >~ WCI.. □::ii! 3:- ~tu ccW OCC ~~ I 030603 . LAND CONCE!P.N L4NPSC••· A~CHITBCTV•■ 1150 El, l>BBU AVBNtTE SANTA ANA, CALIFOllNIA !llli70$' (949) •so•4••· -m --~=--:::c:----------,t:.=-=-d SEETVPICALBLOW UP -0) -OF MEDIAN ISLAND • IRRIGATION - I I ------------.acw_ PLAN: POINSETTIA LANE ' , 3 f f GRAPHIC SCALE 1•=40' 120 I BLOW UP OF MEDIAN ISLAND I RIGATION, TYP --·--~~!!---MAINLINE--2 ------JI·---- I IAIIIGA TION PA1!89URI! CALCIILATIOff TAIL! --No. 1 -2' E,.aonot~ :l~!l ..,...Gmdllnt 3KO' --105.7~ B011Moflnbt11MW!n !im Ogi 1 l-toirow Oft --· !?!l! 929 2701 x. 10'2 DIii otlnfom •le n JAW! , ... tore: 1 ii Longest Runlilf!'!I ElltVdJl)n.tlllflN Flow ---AlM -,. -7GPM El_,ol --2'!0.0' ElrnlUan of FI.C.Y •£ ,.._..18alR.C.V. 151!!1 llil. -IJDl 1!111 -1· w--0.60 ,. lldclow PreV.,..,Jltnliw 1200 ... SbllnN KOO ' MM• Gate Valvu .... ' . -·-J,!& 1 1· --0.00 "'"" MW -&00 -1· Automallo 0ontrol V.. 3.00 &Y!3 uttial·Unt Lon ,~ uterll Une loff Utaral Lint l.off LlhorllUntl.oft --(1"") a11 -~ ... MB Toal_.__ (I RIii Pt'NHN ftiMl..,..to~IINd 301!!! TOIII-~ l•e11 ........ ---10011!! ....... R191llt1d,.,...... li!! el! ------12 I!!! ---- BASEf 1 o/u/os PA"TE 7-12- EL CAMINO REAL ------ POINSITTIA LANE KEY MAP LATERAL SIZING LATERAL SIZING IS PER INDICATED ON THE PLAN BY NUMBER. IF SIZE IS NOT INDICATED USE 314". NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE OBSERVATION SVSTEM FOR A REVIEW BY THE IRRIGATION DESIGNER AND VALLECITOS WATE.R DISTRICT MIN. 48 HOURS LEAD TIME. THE FOLLOV\IING ITEMS TO BE SCHEDlA.ED FOR REVIEW: PRE.JOB/ KICK OFF CONSTRUCTION MEETING MAINLINE INSTALLATION AND PRESSUFII: TEST LOCATING CONTROLLER ASSEMBl Y COMPLETION OF INSTALLATION FOR COVERAGE TEST SLEEVING NOTE ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MIN. 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIAMETER Wlf'IE SLEEVE. SLEEVING TO EXTEND MIN.12" BEYOND PAVING. ALL RECYCLED IRRIGATION MAINLINE SHALL BE SLEEVED WITHIN 5' OF A DOMESTIC SERVICE LINE. WIRE NOTE ALL LEAD WIRES TO BE 14GA. AND ALL COMMON WIRES TO BE 12GA. THROUGHT PROJECT. REFER TO SHEET -40 TO 43 FOR DETAIL$, NOTES, LEGENDS AND SPECIFICATIONS. LANDSCAPE A8CHIIECI ~~ "" ANDREW C.N. BOWDEN R.L.A. 1801 DATE NO. I SH35EET I CITY OF CARLSBAD I SH71EET8 I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS STA. 27 + 50.00 TO 34 + 00 00 IAPPROVEO:di"' • 'f ,, 1---i----1------....---------t----+---i--+--I ,/4 _,, pn:2'. ~ F -~ ~.;r/4.Y 1---1----1--------------t----+---i--+--I ~C~IT~Y ~EN~G~IN~i!tR~=7'ti'.~R-~.E~. ::::::::::::~EX~P~, ::::::~;::::~OA~T~E~ trli,los MTl:. 1---1----1--------------+-:::=:-+=;-;-;-f--;:;-;-::;:;::+,;=;;-1 OWN BY: ---PROJECT MO. I DRAWING NO. DAT INITIAL DATE INITIAL DATE INITIAL CHKOBV: ---1 CT99 _03 397-2I EIGINEEROFWOR< REVISION DESCRIPTION C/11-ERAPPROVAL aTYAPPROVAL RVWDBY: , I PRELIMINARY NOT FOR CONSfflUC110N VWD 02-002 102504 ' I ~ :s to: ~ < ~ ~ ~~ ~ ~ ffi~ ·tll ~ ,, = w ~~ ~ ...:a 1,0 .... ....:a ~; I 1 N 0~ ~ ,f!. ~-,. !i LAND CONCBRN LANDSCAPm AaCHITRCTu•• 17so B, DBBll.11 AVB'H'UR SANTA ANA, CALIPORNU, 91?0S' (949) •so•48n PLAN: POINSETTIA LANE 4 t:f =2Pt~3===7~0==~'°~==='2I0 GRAPHIC SCALE 1"=40' 1 AS ~VIL,-.. a~ :::::, 11:>/2.1/os DATE l'CVlf.WED &)": ,,/a,!..s ~19C ... ,1.,_,, ecTOR DATe BLOW UP OF MEDIAN ISLAND IRRIGATION, TYP ---•MAINLINE~ EL CAMINO REAL --- ... - BASEg ~ , llr.T AP JV A,I Q .. ~--CABLS.B A n .. II ... " Ip 'D n I~ T .BJ..C.: " ROBERT J. WOJCIK ACE -33968 ~TE DATE INITIAL REVISION DESCRIPTION DISTRICT ENGINEER ENGINEER OF 'M:JRI< Af POINSETTIA LANE KEY MAP -- --,,,._.,,__..-,,, DATE INITIAL DATE LATERAL SIZING LATERAL SIZING IS PER INDICATED ON THE PLAN BY NUMBER. IF SIZE IS NOT INDICATED USE 3/4". NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE OBSERVATIONS VSTEM FOR A REVIEW BY THE IRRIGATION DESIGNER AND VALLECITOS WATER DISTRICT MIN. 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE.JOB/ KICK OFF CONSTRUCTION MEETING MAINLINE INSTALLATION AND PRESSURE TEST LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST . SLEEVING NOTE ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MIN. 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MIN. 12" BEYOND PAVING. ALL RECYCLED IRRIGATION MAINLINE SHALL BE SLEEVED WITHIN 5' OF A DOMESTIC SERVICE LINE. WIRE NOTE ALL LEAD WIRES TO BE 14GA. AND ALL COMMON WIRES TO BE 12GA. THROUGHT PROJECT. REFER TO SHEET 42 TO 45 FOR DETAILS, NOTES, LEGENDS AND SPECIFICATIONS. LANDSCAPE ARCHITECT , -l l ~a VWDDWG. j ANDREW C.N. BOWDEN R.L.A. 1801 DATE NO [:;:] CITY OF CARLSBAD m ENOINEERING DEPARTMENT 6 1 IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS STA. 34 + 00.00 TO 40 + 00.00 APPROVEDLJY. ~ • ,a.ll: ! d. ~ ,.,,,,,. ;y,u,,,, cm ENG l~R. ~ EXP. DATE OWNBY: PROJECT NO. INITIAL CHKDBY: ' CT99-03 397 -2I OT1-ER APPR'.>VAL aTY-AOVAL RVWDBY: I I DRAWING NO. VWD 02-002 ' ffi [[ C, ~ :s !:«: w ~ <( ~ ~ ~~ I-Cl. z 1-- W z ::ii: w a. ::!! 9w w> >o wCC □ a. s::::il ii'! tu a: ll! 01--L--------------------------------------------------------------------------------------------------------------------------------~ ::i:w ' ' ' I I I i 030603 LAND CONCERN LANDSCAPB AacHJTBCTUAR 1?$0 II, D&Blil.B AVBNUE SANTA AblA1 CALIJI08.NIA 9Z70S" (9,;9) >;0-4.Sn PLAN: POINSETTIA LANE 4•~p ==:3°±:::39 ====3*~==~?°====11120 GRAPHIC SCALE 1 "=40' r •AS SUIL T" a,, ON.1/b - EL CAMINO REAL FOR HARDSCAPE ONL V. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. BASEh POINSETTIA LANE KEY MAP LANDSCAPE ARCHITECT IIJ.YIIIA:I UIIW ~ ,-.J ~~~ ,;)' ~ ,/) l; Op CA\,W vffel M'.i!--J/t..J• • ------------4-.+'Y,'f'-'-"'"' VWDDWG. ANDREW C.N. BOWDEN RL.A. 1801 DATE NO. [sHEEll CITY OF CARLSBAD 1----+---+--------------+---t--t--t----t ~ ENGINEERING DEPARTMENT 1----+---+--------------+---t--t--t----t IMPROVEMENT PLANS FOR: fSHErnl L2:!...J POINSETTIA LANE AT LA COSTA GREENS VWD 02-002 ' U) z w w a: Cl < ... § :'5 ~ w s < I= w U) ZU) ~s ~ 1-0.. Z1- ~ffi _J a.:; 9w w> ~ >~ We.. D:;; ~--J ~tii a:W oa: :l! ~ LAND CONCERN LAND8C4P ■ AacHJT ■cTuaw n,o a, DIH.B • VBNUB tANY.\ ANA, CAl,.JPOllNU, 9~10.j (949) •so•4h> 5 r _,--------llCW --------.1:c•-"' _,. __ --------- --------..... ct,;_ ---+----------- PLAN: POINSETTIA LANE 4?2P3 f Yo y;io GRAPHIC SCALE 1 '=40' LOW UP OF MEDIAN ISLAND RIGATION, TYP ~ · MAINLINE--,; OINSETTIA LANE - ~I I' 114 20 . 2.' -r'l<- 1' J;;\ 2 apmu 5 '9 1ASBUILT" ~~ 1 .. /u/or. DATE $66 TYPICAL BLOW UP OF MEDIAN ISLAND IRRIGATION EL CAMINO REAL + POINSETTIA LANE KEY MAP LATERAL SIZING LATERAL SIZING IS PER INDICATED ON THE PLAN BY NUMBER, IF SIZE IS NOT INDICATED USE 3/4". NOTE TO CONTRACTOR CONTRAC'TOR SHALL SCI-EDULE A SITE OBSERVATION SYSTEM FOR A REVIEW BY THE IRRIGATION DESIGNER ANO VALLECITOS WATER DISTRICT MIN. 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE-JOB I KICK OFF CONSTRUCTION MEETING MAINLINE INSTALLATION ANO PRESSURE TEST LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST. SLEl!VING NOTE ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MIN. 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MIN. 12" BEYOND PAVING. ALL RECYCLED IRRIGATION MAINLINE SHALL BE SLEEVED WITHIN 5' OF A DOMESTIC SERVICE LINE. WIRE NOTE ALL LEAD WIRES TO BE 14GA. ANO ALL COMMON WIRES TO BE 12GA. THROUGHT PROJECT. ' REFER TO SHEET 40 TO 43 FOR DETAILS, NOTES, LEGENDS AND SPECIFICATIONS. LANDSCAPE ARCHITECT BASEi l-,_-•_i-_.,,,-l-__ 1cc_+-,,.,_.;;;-• .. ••11.,,~···<i"··~·-•ffi=====·•-=·=-c--=:=..--t--+---t-';_'•'_'+-,--J ~ I E__,NCIETEYROFINGCADERLPASBRTADMENT BALL VALVE ADDED IN MEDIAN ISLAND ,_, FOR ISOLA110N. 7-12.-o-l,.C, ~ l!ePJ.AC.te.S loHl!l!--r Ol'IGlw.L-L-Y • " -IMPROVEMENT PLANS FOR: S.IGol-l~ OH .2.-12.-oa· · · ,, POINSETTIA LANE AT LA COSTA GREENS STA 46+00.00 T052+00.00 ~ APPROVE~:~,.. • •./ I 1---+--+--------------+---+-,----l~-+----l!.,.A(~,i!!d'.:....0~-~k:!;d~fiij!f~..-!:!l-!!:,""~--==---8/;,:/,,ATt'.E 1---+--+--------------+---+---1--+----i ~c==1r::::v~eN~G=' =R==· ::;R~.-e=:=E=. ===E=XP=·=:::;;===c===;· DWN BY: ---I PROJECT NO. II ORA39W71NG_ ~NOi DA TE INITIAL 8'1'.lii'EERCFWCA< REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKDBY: ---CT9S-03 ""' on-EAAPPROIIAI. CJTY APPROIIAI. R\IWD BY: I PRELIMINARY NOT FDR CONS'11'1UC11011 VWD02-002 I .... I · 102504 ' ~ Y! (!;I < I-~ :5 !c: w ~ ~ w ~ i ~~ !,H~ ii 00 ~ g, w 9~ --:i \0 '""'-...,l ~ff I N oi ~ ;i ill) LAND CONCl!J.\N L~NDBCAPB AacH1Tec~o•• 17'S'O B, DBBllB AVBNU. •ANTA AN.A., C41.r:lrORNJ4 92-:,os (94,9) 2-so-4a2-2 WATER METER STATISTIC METERl28 METER SIZE HYDRAULIC GRADE LINE: 375 FT. ELEVATION OF METER 120 FT. OVERALL MAX. FLOW 39 GPt.r MINIMUM PRESSURE REQUIREMENT: PIT PSI + -~---! ----.....::::=-111> • ~ POINT OF CONNECTION 128 CITY OF CARLSBAD IRREVOCABLY OFFERED RECYCLED WATER SOURCE MORROW DEVELOPMENT SHALL FURNISH AND CARLSBAD MUNICIPAL WATER DISTRICT TO INSTALL 2" WATER METER WHERE SHOWN AND LABELED ON THIS PLAN. SERVICE LINE SHALL BE CONSIDERED EXISTING PER THE STREET IMPROVEMENT PLANS. INSTALL A LINE SIZE BALL VALVE, RP BACKFLOW, MASTER VALVE, FLOW SENSOR PER PLANS AND DETAILS. SLEEVE ALL PIPES AND WIRE UNDER HARDSCAPE AND PAVING PER LEGEND AND DETAILS ALL MAINLINE SHOWN IN HAROSCAPE AREAS IS DIAGRAMMITC ONLY, INSTALL PIPING IN PLANTING AREAS ONLY. ALL VAL VE BOXES TO BE LOCATED IN SHRUBS AREAS. ALL WIRES FROM FLOW SENSOR TO THE CONTROLLER TO BE #14 BLACK AND RED WIRES AND SHALL BE SLEEVED IN A 1·1/4" DIA, PVC CONDUIT. WATER METER ADDRESS ______ POI_NS_ET_T_IA_LA_N_E __ _ MAINLINE TO INST AU.ED IN RIGHT OF WAY, . POINSETTIA L CONTROLLER B CITY OF CARLSBAD IRREVOCABLY OFFERED CONTRCt.LER TO BE A CALSENSE ET1 CENTRAL CAPABLE SATELLITE. CONTROLLER SHALL BE INSTALLED IN A STRONGBOX TOP MOUNT ENCLOSURE. ASSEMBLY MANUFACTURED BY HYDROSCAPE PRODUCTS. MODEL NUMBER: ETltOOD • 12 • R • FIR • 881! -R I Fll-1.2118 SEE POINT OF CONNECTION FOR ANY ADDITIONAL EQUIPMENT TO BE UTILIZE:D BY CONTROLLER. 117VAC POWER TO BE SUPPLIEO BY MORROW DEVELOPMENT. LANSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION. LOCATION OF THE CONTROLLER SHALL BE AS SHOWN ON PLANS ANO SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ALL IRAIGA TION HEADS NEAR CONTROLLER SHALL BE MOVED At>I) THROTTLED TO ELIMINATE OVERSPRA Y ONTO THE CONTROLLER ENCLOSURE ELECTRICAL METER ADDRESS POINTSETTIA LANE EL CAMINO REAL -- I 19 ____ POINSETTIA LANE KEY MAP . LATERAL SIZING - LATERAL SIZING IS PER INDICATED ON THE PLAN BY NUMBER. IF SI:ZE IS NOT INDICATED USE 3/4". NOTE TO CONTRACTOR ~Q . CONTRACTOR SHALL SCHEDULE A SITE OBSEFIVATION SYSTEM FOR A REVIEW BY THE IRRIGATION D!:SIGNEA AND VALLECITOS WATER DISTRICT MIN. 48 HOURS LEAD TIME. -----THE FOLLOWING ITEMS TO BE SCH:DULED FOR REVIEW: -.....ROW----.k.---..R ------POTABLE WATER ----"""l-___ ---"""-------'"'"---------_,.cw_ ---- 1 --1=---_----""" PRE.JOB/ KICK OFF OONSTRUCTION MEETING --- 1AS BUILT" a.~ PLAN: POINSETTIA LANE 4j> w °i 4P r ,20 GRAPHIC SCALE 1°=40' 7•12.• 7-12- BAI..L V M. VE ADDED IN MEDIAN ISLANo 3 ~ SHl!!e"r OIEl6IIJAL,.I--Y Sl6t-WP ON .2·12.·03 MAINLINE INSTALLATION AND PRESSURE TEST LOCATING CONTROLLER ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST. SLEEVING NOTE ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MIN. 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2• DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MIN. 12" BEYOND PAVING. ALL RECYCLED IRRIGATION MAINLINE SHALL BE SLEEVED WITHIN 5' OF A DOMESTIC SERVICE LINE. WIRE NOTE AU. LEAD WIRES TO BE 14GA. ANO ALL COMMON WIRES TO BE 12GA. THROUGHT PROJECT. REFER TO SHEET 42 TO 45 FOR DETAILS, NOTES, LEGENDS AND SPECIFICATIONS. LANDSCAPE ARCHITECT ~ OAIE §§OFCA 7ho/Q+ ,.,.,..,.,= ANDREW C.N. BOWDEN A.LA. 1801 DATE riiHEET7 QTY OF CARLSBAD ~ ENGINEERING DEPARTMENT ll'ttPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS STA. 52 + 00.00 TO 58 + 00.00 NO. fiiiiffisl L2!..J l---,,..,.,,,,::-l-=d--------------+.:==-+=;.771--;:;;;:;:.;+,;w-i',".,i OWN BY: -~-1 DATE INITIAL DATE INITIAL DATE INITIAL CHKDBY: __ _ PROJECT NO. I DRAWING NO. ENGNEEROFWOR< REVISION DESCRIPTION 011-ERAFPROVAL arYAFPROVAL L!:fNW!Y!!'.!Dl!B!.!.Y:...::==.! PRELIMINARY NOT FOR CON8TRUC110N CT99 ·03 . 397-21: VWD02-002 ' I ~ (!I ~ ~ :5 !.: w ~ g "' t, ~! ~ ~ ffi~ '-C ~ :ii ifj 0 ~::E ..., ~ ~~ " '° ~ -...l 0 1 I N ~Iii ~ 15:i! :I~ _____ , --+-----------=c..:-=--=-= LAND CONC:SRN LANDSCAPE AROBJTB~Tvaa J?SO R, DIIBR.11 ilVBWU-11 SANTA ANA; CII.LIPORNJA j>2.?-0f (p49) •so-41» PLAN: POINSETTIA LANE 1E~,~~0E1 '===c'===c:::ft'===c'===c:r'l°~'===c~J20 GRAPHIC SCALE 1 "=40' IRRIGATION PRE88UAE CALCULATION TABLE ator Meter No. Elevation of Meter Hydraulc Gradient Static Pressure s011rc1 of lnformotlOn Phone Number Date of Information POINSETTIA LANE EL CAMINO REAL Basis for C1lcul1tion Longest Run/Hlgheat Elevatlpn/Hlghest Flow Remote Control Valve Demand Elevation of Highest hold Elevation of R.C. V Pressure at R.C. V. an. SIU. 2" .......-, i 234' 2" 1-1 /2" 2ltA Size 1-1/2" 130.0' 120.0' 94 pst ITEM. Water Meter Beckflow Preventer Basket Stre1ner Gate Valves Master Valve Flow Sensor Mainline Mainline Autoflllltlc Control Valve Lateral Line Loss Lateral L lne LOS$ Lateral Llne Loss Latera 1 Llne Loss Fittings Loss C H)!f;) ElevaUon Change Total System LCSsH Pni-re Required to operate head Total PrMSUNI Required Lowest Static Pressur,, Available Pnl-l)flt Regulated Pressur,, Residual Pressure at preset pressure 11AS81.JILT1' ~IV.~ lo/"Ll/os. t>ATf!. P$I 10$$ 0,70 12.00 3,00 02 2.10 1,go 2. 3 2.10 4.00 2.9B 43 37 ps) 30 psi a BASEk KEY MAP LATERAL SIZING LATERAL SIZING IS PER INDICATED ON THE PLAN BY NUMBER. IF SIZE IS NOT INDICATED USE 3/4°. NOTE TO CONTRACTOR CONTRACTOR SHALL SCHEDULE A SITE Oi!SERVA TION SYSTEM FOR A REVIEW BY THE IRRIGATION DESIGNER AND VALLECITOS WATER DISTRICT MIN. 48 HOURS LEAD TIME. THE FOLLOWING ITEMS TO BE SCHEDULED FOR REVIEW: PRE.JOB I KICK OFF CONSTRUCTION MEETING MAINLINE INSTALLATION AND PRESSURE TEST LOCATING CONTROi.LEA ASSEMBLY COMPLETION OF INSTALLATION FOR COVERAGE TEST. SLEEVING NOTE ALL PIPIIIIG AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MIN. 2X DIAMETER OF PIPE SLEEVED. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MIN. 2" DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MIN. 12" BEYOND PAVING. ALL RECYCLED IRRIGATION MAINLINE SHALL BE SLEEVED WITHIN 5' OF A OOMESTIC SERVICE LINE. WIRE NOTE ALL LEAO WIRES TO BE 14QA. AND ALL COMMON WIRES TO BE 12GA. THROUGHT PROJECT. REFER TO SHEET 42 TO 45 FOR DETAILS, NOTES, LEGENDS AND SPECIFICATIONS. ANOREWC.N BOWDEN R.L.A. 1801 DATE om. NO. I APPROVED:df' f---t---1--------------+---+---1--+--~ /4, <~--? ~r'Gj c,_;t;. f---+--1--------------+---+---I--+--~ 91TY ENGINEEFit'°R.c.EA' EXP DATE INITIAL El«llNEER OF WJFt< REVISION DESCRIPTION DATE INITIAL DATE INtrlAL orttE:R N'F'Fr:>VAL CITY Al'f'ROVAL PRELIMINARY NOT FOR CON811'111C110N PROJECT NO. CT99-03 I DRAWING NO. . 397-2I VWD 02-002 I 102504 ' ~ ~ (!l < ~ :5 < ~ < ~ I ~ ~~ ... ~ 1-ll. 11 oC"":i s,~ -...J \,0 0 1 t-" -...,l I 3 N !i ~ Iii I LAND CONCERN L.1.NDSCAPB AacerTBCTV•■ 1750 B, D■BRB J.. VBNUII SA.NT4 ANA, CALIIIO.NJ/t. 92.:10s (949) 1so-4Bn I I I I I I I I I I J I 0 -----" ------'---------1-.1--- ---·_j t _·-_ __---------~~--------~~----·-' ------' -·--· ----~~~---' ' ~ ·---"-~-·---·---➔ ¥> -~, :•::4~,c:.:_:.··. I I I I a POINSETTIA LANE EL CAMINO REAL KEY MAP -Mlf\ "'" 1rr, ----II.CW-____ _.11.Cff--__ -----:_. ~"'· .. -.nw :w:'i!-1 !!!%~ __ __,i,2;;, -----~.,-----· .. · __ ,_,,_,_,_,,,,...., ·--·--;;;:,;;;;;;;::;;:,_,,_,..,,__,.._,-:;.,;,,.,.-•··-· -:=.:::-.=.:::-- • <ii e...,_>1:«i!W 1Fcc-,,.,..;~ ,iif,,--"'""'-~1!...1 ... ~ ;!CW------__RCW--_-:---:---RCW-.,.::-::-1----•~• ., -·m :& a;:iw W'T'w~~~ ···-······---•""··-•--"·==--··········""-••--·--·-_~--__ ----·-··--•-•"-·-··•-------.. -.. ,, ____ ,, ________ ,., _ _,_,,m_.,.,, ________ • """=~~•----":: ;;;;% _.. _____ _.c•-=.::=--·="'~....,.,.-~..-=-;&: ... ------.. ···---------------··-"••-.-.-. __ -:..:::;~~-:'.:~~~:a::-:~o ~ .. • =---~--~----····--· ------- ~ LLI I :i Cl) PLAN: POINSETTIA LANE ,~=ff±==:jBE==~jP===~y~o====lr' GRAPHIC SCALE 1"=40' I I 11/1.,/0$ PATE I I I I FOR HARDSCAPE ONLY. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. BASEi T LANDSCAPE ARCHITECT ___:,. __ .:____ ____ -= _ ___,t+JµCl,~(SULa VWD DWG. ANDREW C.N. BOWDEN R.L.A. 1801 DATE NO. i8HEEl7 QTY OF CARLSBAD f---+---+-------------+----le----le--+-----1 ~ ENGINEERING DEPARTMENT t-----i-----t--------------+---11----11---+----, [sHErnl L!.1._J IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS STA. 64 + 00.00 TO 68 + 71.96 PROJECT NO. CT99-03 ::ij,1,;ikJI DAfE . DRAWING NO. 397 -2r VWD 02-002 ' ffi LU cc Cl ~ :'.S !;i: LU ~ < ~ LU 00 ~Cl) ~~ 1--0.. Zt-LUz :!LU 0.. ::::! gLU LU> >~ LUo.. Cl~ 3:-01--cc LU cc~ 01--'--------------------------------------------------------------------------------------------------------------------'~C/) I I 102504 I 030603 : COUNTY OF SAN DIEGO· DEPARTMENT OF ENVIRONMENTAL HEALTH RECYCLED WATER STANDARD PLAN NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 2. DRINKING WATER FOUNTAINS AND DESIGNATED OUTDOOR EATING AREAS SHALL BE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST, OR RUNOFF. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF. OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. e. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL MAINLINE PIPES SHALL HAVE WARNING TAPER PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. T06:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRIGATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FORM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION. IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRIBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS. VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING, "NON-POTABLE OR RECYCLED WATER," COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER). POTABLE WATER, CONSTANT PRESSURE RECYCLED WATER AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR FEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NO PIPE CENTER LINES. 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST T'WELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. IF A CONSTANT PRESSURE RECYCLED WATER LINE SHALL BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 19. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE CARLSBAD MUNICl!PAL WATER DISTRICT AND /OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK'' SIGNS SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE. AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY WITH THE BASIC CONCEPTS OF BLACKFLOW/CORSS-CONNECTION PROTECTION, THE RECYCLED PURVEYOUR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. r IN CASE OF EMERGENCY CONTACT_ MIKE LOMBARDI_ AT _(760) 505-5644, ____ _ OR AFTER HOURS, CONTACT_ MIKE LOMBARDI. ___ AT _(760) 505-5644, ____ _ 22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND OR DESIGNATED OUTDOOR EATING AREAS ON THIS SITE. 24. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR THE IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS. ETC. GIVEN THE HIGH TURNOVER RATE OF !EMPLOYEES IN THE LANDSCAPE INDUSTRY IT IS IMPORTANT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. 25. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. land concern GENERAL NOTES 1. ALL MAIN LINE AND LATERAL LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN AND LATERAL LINE SLEEVES SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED. BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID REJECTION. 3. INSTALL ALL PIPING BETWEEN THE POINT OF CONNECTION AND THE R.P. BACKFLOW PREVENTOR AS PER LOCAL CODES. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND BASKET STRAINER OR THE RP. BACKFLOW SHALL BE APPROVED BY THE DEVELOPER AND THE LANDSCAPE IRRIGATION DESIGNER PRIOR TO INSTALLATION. 5. 117 VAC ELECTRICAL POWER SOURCE AND PHONE SERVICE AT CONTROLLER LOCATION SHALL BE PROVIDED BY MORROW DEVELOPMENT. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE AND PHONE DROP TO THE CONTROLLER. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. 8. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME FAMILIAR_ WITH ALL GRADE DIFFERENCES. LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY THEIR WORK. WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES THROUGH WALL, UNDER ROADWAYS AND PAVING, ETC. 10. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE AS SHOWN ON THE RESPECTIVE POINT OF CONNECTION NOTES. CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCES BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 11. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS rJBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED. THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 12. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 13. THE IRRIGATION CONTRACTOR SHALL INSTALL KB! SERIES ADV'S (ANTI DRAIN VALVES) ON ALL HEADS IN AREAS WHERE FINISH GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION HEAD OCCURS OR AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 14. THE CONTRACTOR SHALL PROVIDE REDUCED PCS· PRESSURE COMPENSATION SCREENS ( PER ATTACHED LEGEND) AS NECESSARY TO ELIMINATE OVERSPRAY ONTO STREETS, WALKS OR OTHER AREAS AS DIRECTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. REFER TO THE IRRIGATION SPECIFICATIONS AND THE RULES AND REGULATIONS FOR NON-POTABLE WATER SERVICE BY THE SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH OR CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) 11AS SUILT'1 a,Clb!,~ 10/2.1/os PATE. SPRAY HEAD IRRIGATION LEGEND FLOW SYMBOL SPRINKLER TYPE MANUFACTURER MODEL NO PATTERN RATE RADIUS PRES. PRECIP .., SHRUB POP UP RAINBIRD 1812 SAM PRS 10 H HALF 0.80 10' 30 1.78 t SHRUB POP UP RAINBIRD 1812 SAM PRS 10 T THIRD 0.50 10' 30 1.78 + SHRUB POP UP RAINBIRD 1812 SAM PRS 10 Q QRTR 0.40 10' 30 1.78 • TREE BUBBLER RWS•BCG BUBLR 0.25 30 (RAINBIRD 1401 IN DEEP WATERING TUBE) ALL SPRAY HEAD POP-UP BODIES SHALL HAVE RECYCLED PURPLE SNAP CAPS IRRIGATION EQUIPMENT LEGEND 1 0 , \ , '",>'3,',~, 1 t"'(), ,l'l,~'\i~,1 ---- -- -- ------ ---RCW--- 2" WATER METER· TO BE INSTALLED BY C.M.W.D. BALL VALVE· WILKINS 850-TO BE LINE SIZE FEBCO 825 Y 2" R.P. BACKFLOW DEVICE WITH STRAINER OPTION WEATHERMATIC 8200 CFI 1-1/2" MASTER VALVE NELSON 7645-1 • LOCKAl!LE NON POTABLE WATER QUICK COUPLER VALVE WEATHERMATIC 8200 CR AUTOMATIC CONTROL VALVE. SIZE PER PLAN IN-LINE UVR PVC CHECK VALVE· KBI LINE SIZE CALSENSE FLOW SENSOFI • SEE CONTROLLER NOTE CALSENSE ET2000·XX-R-RR-SSE-R WITH FLOW SENSOR AND PHONE MODEM· SEE CONTROLLER NOTE 110 VAC POWER METER PEDESTAL· INSTALLED BY DEVELOPER 2" PHONE CONDUIT DROP FOR CONTROLLER MODEM· EXTEND 2" SCH. 80 PVC TO CONTROLLER PEDESTAL. DEVELOPER TO INITIATE PHONE SERVICE PRIOR TO TURNOVER PURPLE CLASS 315 PVC PRESSURE MAINLINE FOR PIPE 2" AND LARGER • BURY 24" PURPLE SCH 40 PVC PRESSURE MAINLINE FOR PIPE 1-1/2" AND SMALLER· BURY 18" PURPLE CLASS 200 PVC LATERAL LINE· BURY 12" PURPLE CLASS 200 PVC TREE BUBBLER LATERAL LINE· BURY 12" SCH 80 PVC MAINLINE SLEEVE UNDER VEHICULAR PAVING· 30" COVEFI SCH 40 PVC MAINLINE AND WIRE SLEEVE UNDER PEDESTRIAN PAVING· 18" COVER SCH 40 PVC LATERAL SLEEVE -12" COVER ALL SLEEVES TO BE BE MIN 2X PIPE DIAMETER OF PIPE SLEEVED POTABLE STREET MAIN LOCATION PER CIVIL ENGINEERING PLANS. FOR REFERENCE ONLY. RECYCLED STREET MAIN LOCATION PER CIVIL ENGINEERING PLANS. FOR REFERENCE ONLY. FIRE HYDRANT LOCATION PER CIVIL ENGINEERING PLANS. FOR REFERENCE ONLY. DENOTES VALVE STATION NUMl!ER DENOTES FLOW DENOTES VALVE SIZE ALL EQUIPMENT SHALL HAVE RECYCLED PURPLE IDENTIFICATION PER CMWD REQUIREMENTS LANDSCAPE ARCHITECT ---ANDREW C.N. BOWDEN R.L.A. 1801 DATE ~ CITY OF CARLSBAD 1----+---t--------------+---+---lr---+---i ~ ENGINEERING DEPARTMEN:r 1----+--+---------------+----+--+----+---I IMPROVEMENIT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS IRRIGATION LEGENDS AND NOTES Landscape Architecture 1750 e. deere avenue PLAN: POINSETTIA LANE I APPROVED: d y =.ctc=j==t=================t==t==t==t=j ~;;('4rg·c '6, e~ santa ana, california 92705 (949) 250-4822 NO SCALE ROBERT J. WOJCIK RCE • 33968 DISTRICT ENGINEER DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OWN BY: DATE INITIAL CHKO BY: OTHER APPROVAL CITY APPROVAL RVWDBY: PROJECT NO. CT99 · 03 DRAWING NO. 397 -21 L--------------------------------------------------------------------------------1 PRELIMINARY NOT FOR CONSTRUCTION VWD 02-002 I ~ i § ::5 ~ ~ -,:: EC/) ooZ z ::5 oo. 0. f-.. z ~UJ UJ :::. :,LU 0. 6 9a: LU 0. > :::. UJ ui Cl 0. ~(3 er: <n er: 0 oz :; :'.:i 030603 I - MV. lcec.BOUnlem f IN11.Jli!F PUl<l'I..E!, BOL.T LOCKP>8LE! PLASllC VALVE BOX HEAT BRAND "MV I and concern Landscape Architecture 1 7 50 e. deere avenue santa ana, callfornia 92705 (949) 250-4822 \..1/Z IN SHRU6S r---1-\------:24" LONG E!XFANSION COIL \lf"----U-----... SCOTCH•l.OC \MRE! '----.. 3" LONG SCH. 80 PVC NIPFI.E! '-----.... SCH. 80 PVC UNION '----------COMPACTED SUE>-eRADE! CONNECTORS (0!'1 E!QUAI...) MASTER VALVE Volve.J:l!ec.Unlon ..-----• PURPL.E!, BO!. T l..OCKJNG VALVE BOX MARK RCV r IN TUR" ==-T. CHRISTYYE!LL.OW STATION NUMeel< T""'3 ---T. CHRIST" PURPLE! WATER TAG IF USED \MTH RE!CL.AIME!D WATE!R SOURCE! r-----24" LONS E!XPASION COIL r-----~--1+----.... SCOTCH LOC \MRE CONNECTORS (OR E!QUAI...) LATE!RAL. LINE! ......_ __ H--~.-• AUTOMATIC CONTROL. -~----◄COMPACTE!D SUB-GlRADE PRESSURE AUTOMATIC VALVE VAL.VE -S,EE PL.AN FOR TYPE! SCH. 60 PVC T.O.E!. NIPPLE! .3' SCH. 8C::> NIPPLE SCH. 80 UNION MAJNUNE 51eevlng.OC -----------,,~~~~~~~~~~~~=~-=• VEHICUL..AR 01'1 PEDESTRl,,>N PA"v1N<S -SEE PLAN SCH. 40 LATERAL LINE! UNETYPE PRESSURE MAINLINE ANO WIRES LATERAL LINE IN A SCH. 40 PVC SL.E!EVE SIZE TO BE :2X DLAMETE!R OF LATERAL ------------90% MIN. E!.OCKF'L.L RELAllVE COMPACTON ____________ ,a• MIN. COVE!R AND :l" E!ASE OF SAND 6ACKF1LL ____________ MAJNLINE • SEE LEGE!ND FOR i,1----TYPE. MAJNLINE! TO BE SLE!E!VED IN A SCH. 40 PVC PIPE! 2X ----------------DLAMETE!R OF MAJNLINE! CONTROL \MRE BUNDL.E IN A SCH. 40 SLEEVE! • SE!E! PL.AIN FOR SLE!EVE SIZE LOCATION UNDER PEDESTRIAN PAVING UNDER VEHICULAR PAVING UNDER PEDESTRIAN PAVING UNDER VEHICULAR PAVING DEPTH 19" 30" 12" 12" AL.L \MRES, LATE!RAL.S AND MAJNLINE SHALL BE SLE!lcVED UNDER VEHICUL.AR AND PE!DESTRLAN FAYING CONTl<ACTOt:1 SHAL.L. COORC!NATE AL.L SLE!e\llNG WITH HARDSCAPE CONTl<,,>CTOR PRIOt:1 TO FORMING TO ENSURE SL.EEVES ARE SET ,A,1,...1.-6U=e\/E6 TO exret..o 12' BEYOND HAS<DSC,APE SU~FACe PIPES UNDER PAVING PLAN: POINSETTIA LANE NO SCALE el'IASS RISE!R BRASS EL.BOW•--.... SCH. e,o ~.oe. NIPPLE! PL. 36"MAX --NOTES: 1. TH~RE! SH'>,W. ee NO FIT11NSS OR CONNECTIONS TO OfHER F.AC:ILfflE.G BET\VEEN THE METER ,l,\ND ™E BACKR-0\.V ASSE:MBLY . .2. EV'ICKFL-0\1/ PFtEVE:NTOR MAY NOf Be INGT.ALI..ED IN PUBLIC Fi:ISKT-O~~WAY FINISH GRADE! 1 CU. FT. CVNC. THRUST BLOCKS. WRAP PIPES \MTH 10 MIL TADE!. COMPACT SUE>-eRADE TO 90% PRIOR TO POUR .3. CONSl'RUCT 2 HIGH Fi!:ET AJNINGl W,AW.. ON -' $De$ OF THE e,,scKA.OW Pl<e¼SNTOR WI-EN INGT.AL.l..ED ON A4:1 OR eRE.ATER St...OPS. OPEN eNO 6H,<i,J..L SE AT DO\VNHILL-SDE OF SL.OPE.. Pl-!OVIDE ~• HORIZ'ONf,A.L Ct...E.ARANCe BETWEENW/>J...L AND SACKFL..0\.1/ i::RE='v'e.NTO,:t. 4. 00 NOf INST,AI..L IN ,ARE.A SUBJECT TO QC.Rec FLOODINO,. el'IASS UNION R. p. BA C K FL ow PURPLE! PVC MAJNLINE! .,.-----PURPLE!, BOLT LOCKJN<!I PLASllC 10' CIRCUL..AR 1" IN nJRF 1-11;1" IN SHRUB AREA VALVE! BOX • CAl<SON 9lO HEAT BRANDED "QCV USE <SREEN BOX \MTH POT ABLE! WATE!R SOURCE QUICK COUPJ..EI:! VALVE, SEE L.EeE!ND FOl'1 TYPE T. CHRISTY'S FURPL.E WATER T,AG IF USED \MTH RECL.AIME!D WATE!R SOURCE! ===--.. el'IASS NIPPUE, LENGTH AS REQUIRED ~---•1 CU. FT. 3/4" CRUSHED <SRAVEL.-6" DEEP L,-----.... BRASS ELBOW I,,-----... BRASS STREET EL.L., TYP. I~----• BRICK STABILIZER. :2 RE!Q'D ~:,;i,14i=::;;:;,-... el'IASS NIPPL.E 6" MIN. LENGTH _ ___. PVC SCH. 40 TE!E Ol'1 E!L.L. PVC MAJNLINE, DE!PTH AS RE"QUIRE!D '--------COMPPCTE!O SUEI-GRADE QUICK COUPLER Trench.OC CONTRACTOt:1 SHAL.L HAVE! IRF<IGATION MAJNLINE" AND LATERAL.S INSPECTED ElY THE! WATE!R DISTRICT INSPECTOt:1 PRIOR TO eACKFILL. AL.L.AO.JACENT PIPIN<S SHAL.L. HAVE A4" MIN. HOl'11ZONT Al.. SEPARATION TRENCHING NO'rE OJICK COUPLER VALVES SrlALL BE, A TYPE APPROVED FCI< RECYCLE \VATER '.JSE. NOTES: FlNISH GR,AO!! LATERAL. LINE! ZLAYE!ROF CLE.AN BACKF1LL (2) WARNING TADE! LINE!S 1 -ON TOP Of" SLEEVI'! 1 • 1:l" ABOVE SLEE!VE Pl"!ESSLIRE! MAINLINE CONTROL \MRE! eLJNDLE! Z LAYE!< OF CLEAN 6ACKF1L.L. 1. AL.L PLASllC PIPING TO BE SNAKE!D IN T'<E!NCI-E!S :l. eLJNDLE! AND T Al'E \MRIN<3 AT 10' INTERVAL.& 3. TIE A L.OOSE :20'' LOOP IN \MRING AT CHAN<SE IN Dn:!E"CTION <SRE!ATE!R THAN 30". UNllE ALL L.OOPS AFTE!R AL.L CONNECTIONS HAVE BEEN MADE! 4. SEE IRRK,ATION SPE!CIFICAllONS FOR eACKFILL AND COMPPCTION RE:QUIRE!ME!N"'"S 13oH.Rec.Unlon F'low.Plan I .,. II I , - - _.,.,..-----PLJRPL.e, BOL.T LOCKING PLASTIC CIRCUL.AI< VAI...VE BOX· MARKE!D "<SV WITH E><TE!NSIONS AS NE!CE!SSARY e.AU... VAi... VE. see L.e<SE!ND FOR TYPE! T. CHRISTY PUl'1PILE! RE!CLAIME!D WATE!RT-AG ;-----3' LONG SCH. 80 NIPPLE! ----• SCH. 80 UNION _.,.... ___ ... SCH. 80 THREAD ONE! E!ND (T.O.E!.) NIPPL.E • TWO F<EQD 1 CU. FT. 3/4' CRUSHE!D <SRAVEL GATE VALVE --SENSC>r<: TEE -FLOW SENSOR \MRE!S I ~ #14 RE!D AND BL..ACK WIRE!& I e 1--1/4" PVC CONDUIT TO CONTROLL.E!R (EPOXY AL.L ENDPOI~ TO WATE!RPROOF) SUE! H4-INLll'-I! -TOAUT~TIC ~ VAL-VEG -·· .. -I .. PIPE Ol,lo,. PIPE 91A.. -I I I ij I OW Do.,,,,Nsa IZe I )l II C OWNG ize IJ G I HEAT BRAND "FS" HE!ATBRAND"MCV NOTe: MANLJNe MUST ee DO\.VN6rzeD TO size O'F FLOW SENSOFI: Tee Bei\NeeN l"-'tPGTel2: VALVE .AND FL..O.N' SE.NGOR .A/'.DAFTER P'I..O\.\I !:K!NSO~. 01ST .ANO!S .AJ<e SHOWN ASOve. " - ' : (:2) #14 GA CONTROL. \MRES (TO CONTROLL.E!R) ' : MAGTER CONTROL II ' VALVE VAi.. VE! BOXES WITH HE!AT BF<ANDE!D -L.E!TTERS 11 MAJNLINE Fl'!OM R.P. e.<'CKl'LOW MASTER VALVE/FLOW SENSOR I LANDSCAPE ARCHITECT ANDREW C.N. BOWDEN R.L.A. 1601 DATE fsHEerl CITY OF CARLSBAD i-------t----t--------------+---+---1---+----1 ~ ENGINEERING DEPARTMENT t----t-----it------------------+---+---+---+---1 xxxxxxxxxx ROBERT J. WOJCIK ACE -33968 DISTRICT ENGINEER DATE INITIAL EN:31r-EER OF'MJFt< REVISION DESCRIPTION IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS IRRIGATION DETAILS VWODWG. NO. VWD02-002 (/) ~ cc Cl ~ § :s < ~ < ;~ ~e: .. z i-w z:::;; Ww :::i:> a.a gee ~~ Ww Cla. ~< ~g cc Cl 0 :i:: L _______________________________________________________________________________________________________________________ _,:::;;~ I land concern Landscape Architecture 1 7 50 e. deere avenue santa ana, callfomla 92705 (949) 250-4822 \Mre.Connect Hi-----S6.L.V,.t,NIZE!D GISN Gee oe'f.,o.JL ------- 1/,4:' X 2' STPIINL.ees M.ACHNe eot.. T6 (2 REGO) ~FORM ENDS OF BOL T5 TO PREVENT EAGY REMO\/.AL ROUND. RECYCLED WATER SIGN ,SECTION VIEW ,,,.----➔ "!'RB! LOCATION -see PLAN17N<3 PLANS AND DETAILS r------ROC>TElAI..L.. ~-----6" D"'-PVC P~FOAATeD PIPE!, QTY :i P~ mee /"-----e RAN61RD ~E:S. COMP. BUBBL~ 1401 (BUILT IN ~-BCe) ==--.:l/8" CRUSHeD GRAV!!L. QTY :2 PER meE FlLL TO ,. BEL.OW BU6BL~ DEEP ll<l<IGATION FOi< TREES STl<E!ET SUl<l'\AC!!~ SID!!\W,bLK \ CURB \ ~~~ l"OT ABl..E! SE!R\11CE! LINE 3·5 FEET ~-METERBOX WITH METER :24" + 1:Z' " D. FOR WIRE SIZES NO , .. 12 AND 10 EOFl \WIRE= e1ze 1-ARGF;Fl THAN NO 10 c:-!ll.JP ElASe !lOCKE!TOV!!R 1 4 END OF \MRES. r ~~~~oe: APPROX 5/e· L. S"T'RIP \MRES APPROXIMATELY !5/8' FROM eNDS T\MST ENDS TOGETH~. T\MST CONNE!CTOR UNTIL WIRE ENDS REACH eoTTOM C-APPLY seAL~ TO OUTSIDE OF SE!:ALIN<3 PW<3. FILL CA\11TY\M1"H seAi.Si! ~ i l. PUT CRIMP SLeE:\11E: OV!!R \Ml<e ENDS. _ _. AFT~ MIXJNe CONTENTe OF seALING PPGK IN PGCCRDANC!l WITH INS"T'RUCTIONS, CUT 11.:l" OFF END OF PACK ;•ND INSERT CONNECTOR TO OPPOSITE END. CRIMP SLE!:VE' AND CUT OFF E,XCE:SS \Ml<e. PIUL.L EIASe SOCKET OV!!R WIRE END NE, FA'< "'8 POSSIBLE PUGH SEAL.INS PWe INTO SOCKET BASE r PUSH \MReS TO END .OF aAE>E: SOCKE:T TO ASSURE: COMPLETE SEALING OF CONNECflON \ WRAP OPEN E:ND OF SEAL.INS PPGK WITH TAPE AND LEAVE IN RASeD POSmON UNTIL R!!SIN JeLLS. (AIPPROXIMATeLY 8 MIN. AT 7:2' F.) '-RANBRD PEN-TITE' Wll<E CONNECTOR OR .AP~OV!!D EQU,bL WIRE CONNECTIONS S1<3N IS TO Be CON!!'>"T'RUCTED FROM 10 SA AIL.LMINUM. WITH PURP\..E BACKGROUND \MTH \M-IITE LETTERS. SleN IS AVAIL.AEILE NE, A STANDARD ~ODUCT FROM T. CHRISTY ENT~~ISES (714) 771-714:2 IDSISN#.:l r 18" FOR WATER CONSERVATION THIS PROPERTY IS IRRIGATED WITH RECYCLED WATER DO NOT DRINK COMO PARTE DE LOS ESFUERZOS DE CONSERVAQON DE LA CIUDAD; ESTA AGUA HA S1OO TRATADA CON EL PROPOSITO DE SER UTILIZADA UNICAMENTE PARA RIEGO r RECYCLED WATER SIGN (SEE! IMPROVEME!NT DRAWi~ i -=e· POTABL.e MINIMUM 17 MNIMUM RE!QUIRED ----1 \,€1<'11C,bL SEPERATION _ _l_ RECYCLE!D WATE'R 11<1<1<3~~ M.AINLINE! \M1"H 6LEE:\11E: NOTe: ,bLL R!:CYCU!D WA~ IRRl<!IATION F'IPE! .AIND SLEEVES 6H,bLL. Be PURPLE AND LABELE!D AS SPECIFlED IN: STAND;>RD SP!!CIRCATIONS FOR PRrv'ATie IRRIGATION SYSTeMS' 'CARLSB"'D RE!CL.AIMATION RULES AND R!:GULATIONS FOR CONSTRUCTION OF RECYCLeD WATE'R M.AINS OCTOBER 1SISl.:l POTABLE MAINLINE CROSSING ~VICE LINE! ---.+I 10' MNIMUM TO POTAB\..E M.AINLINE! IN STREET ~ RE!CYCLE!D WATE'R IRRIGIATION ) M.AINLINE WITH SLe!:VE' NOTE: VERTIC..... Cl.EA'<AoNCE! OF 12' MINIMUM IS MAINDATORY \M-IEN CR0ee!N<3 PATH OF' POTABLE WATE'RUNE. INST,bLLATION OF RE!CYCL.ED WATER IRRIGATION M.AINLINE :24' FROM FPGE OF SID!!W.AILK WILL ~DE THE N!!CESSAl<Y 10' HORIZONT,bL Cl.EA'<AoNCE FROM POTABLE M.AINLINE IN emeET. POTABLE SERVICE LINE CROSSING PLAN: POINSETTIA LANE NO SCALE "AS BUILT' ~Ju ROBERT J. WOJCIK ACE -33968 DISTRICT ENGINEER ATE Cont.Top Pop.ip.l<ec.Mx ,,------eAUTOMATICCON"T'ROLL~ ~-----e ST.AIN\..ESS STE!ll.. ENCLOSURE -6EE CONTROL~ NOTE' FOR SPECl!9CATIONS ,,------ON/OFF-SFl SWITCH PER CODe ~--.. EPOXY Se.....ANT AROUND EDSE:9 r--e,• MIN. THICK POUReD CONC. aAE>E! NE, RE!QUIRED BY MAINUFPGTUR~S SPE!CIFlCAT\ONS .,--•SL.OPE! TO DR.AIN PE!DEST,bL FOUNDATION .,,--◄ F'INISH <3R.ADE! rJ..1~1-L_::::~--.5/8' X 9<13' COl"l'E!R CLAD SROUNDl'tOD-ATTACHTO CONTROLLER C.Al:l\NeT 11....-----e 3' PVC LONS S\>,/EeP ELL ., =----DIRECT BUl<LAL CON"T'ROL. WIRE TO CONTROL V,bLVE!S '-----------117VOL.T, eD CYCL.e P0\11/E!R WIR!!S IN CONDU~ '----------e THRE:E (3) 1-1/Z SCH. 40 PVC CONDU~ FOR SENSOR WIRES .AIND =MMUNICATION CABL.11: CONTROLLER TOP LIFT MOUNT ,,,--------.. POP UP SPAAY HE!AID REF~ TO LeeEND FOR SPECIFK:ATIONS 5:-----NOTE:: .A1L.L HE!ADS TO Be SET t!l MIN. FROM ,bLL HARDSC.APE SURFACES OF< W,bLLS, '--------e FlNISH GRADE! 'f""":2r•:;;f.-------TIURF 4'...:.---------SHl<UB ~-----MAAL!!X S"T'REET !!LL. TYP. r-----SCH. 80 PVC NIPPLE ~--PVC LATE'R,bL LINE -61ZE NE, NOTeD ON PLAN ,----e SCH. 80 PVC NIPPLE r--MARL.EX S"T'REET El..L POP UP BODY SCH. 40 PVC s.s.T Tl!!E! ORELE30'W LANDSCAPE ARCHITECT ~s-v;~ ~ ~m .p;:.._ -'..:_"":~._;-::.""" '-"® --=...:..:.:_.=;.:,.:_;_..:;__ _ __.::::::.._ __ f./.~/Jt.r,~'/1-/t,~J WIO DWG. ANDREW C.N. BOWDEN RL.A. 1801 DATE NO. I SHE44ET 11 QTY OF CARLSBAD 1---+---l'----------------l----+--l-----l----l . ENGINEERING DEPARTMENT t--+--+-------------f--1--1--+---I DATE INITIAL ENG\N:ER CFWOFI< REVISION DESCRIPTION IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS IRRIGATION DETAILS ' i (!J < § ~ !;j: w ~ < ~Cl) ~~ ~~ .. z i-w Z:::!; Ww :::E > o..o ga: ~~ Ww Co.. ~< ~~ VWD 02-002 a:0 1.-----------------------------------------------------------------_J~~ ! ! / . .. ~1 ' i [030603 . 1 SCOPE Fumlsh all materials, equipment, services! supervision, transportation and labor necessary perform all Irrigation work complete lnclud ng the followln Drawings and Specifications, $,ervloe Manuals, Record Drawings, Loose Equipment Guarantee, Materials and Installation 1.D.RAWINGS AND SPECIFICATIONS: A. The Intent of the Drawings and Specifications Is to Indicate and specify a complete an efficient Irrigation system ready for use In accordance with the manufacturE recommendations and meeting with the approval of the Landscape Architect without furth1 cost of labor and material to the Owner. B. Plot dimensions are approximate. Before proceeding with any work the Contractor shal carefully check and verify all dimensions and shall report any variations to the OWr C. Due to the -le of the Drawings, It Is not possible to Indicate all offsets, fittings, etc. whlc may be required. The Contractor shall carefully investigate the structural and finish conditions affecting all the work, and plan the work accordingly, fumishing such fittinqs, et, may be required to meet such conditions. Drawings are generally diagrammatic and rndlcatl of the work to be Installed. The work shall be installed in the most direct and workmanli manner, so that conflicts betWeen irrigation systems, plantlng and architectural features will avoided. ~UALS Contractor shall furhls~ two (2) service manuals to the OWner. Manuals may be loose leaf ar shall contain complete kirawlngs of all equipment Installed showing components and catah numbers together with the manufacturer's name and address. Additional sheets shall cov operation instructions simple enough to be understood without specialized knowledgE 3, RECORD DR~~INGS Contractor shall prr)Cu..l. from the OWner a aepta mylar of the Irrigation layout and mark t exact "as built" arranglment Including locations of all equipment installed. Locations shall shown bv the triangular system of measurements from easily identified permanent feature, such as Irrigation heads, buildings and walks. The "as built' drawings shall be draft employing a competent draftsman. After final Inspection and before final payment, the myla shall be delivered to the Owner. 4, LOOSE EQUIPMENT Loose Irrigation equipment, operating keys and spare parts will be lumlshed by the Contractor in quantities as shown on plans or In specification 5. GUARANTEE A. The entire lrrigadon system shall be uncondltlonally guaranteed by the Contractor as material and workmanship, including setlling of backfilled areas below grade for a period one (1) yearfollowlng the date of final acceptance of the worf B. 11, within one year from the date of completion, settlement occurs, and adjustments I pipes, valves and irrigation heads or paving is necessary to bring the system paving to the proper level of the permanent grades, the Contractor, as part of the work under his Contraa shall make all adjustments without extra cost to the owner, including the restoration ol damaged planting, paving or other Improvements of any kind. C. Should any operational dlfflcultles In connection with the Irrigation system develop with the specified guarantee period which In the opinion of the Owner may be due to lnferio material and/or workmanship, said difficulties shall be Immediately corrected by the Contraa to the satisfaction of the owner at no additional cost to the Owner, Including any and all otl damage caused by such defects. 8, WATER MANAGEMENT A. The Irrigation system shall be Installed with the focus of water conservation -achlevh maximum plant health and aesthetic while minimizing water consumptlc B. There shall be no overspray onto walks, buildings, walls, streets, or as directed by thE owner's authorized representative. C. The contractor shall notify the Irrigation designer 48 hours rrior to finish of the lrrlga system for a coverage walk-through. Contractor shall take al responsibility for impropE system coverage should the irrigation designer not be notified prior to plant lnstallatlc D. Prior to official tumover of the maintenance contract, the contractor shall contract a ce1 water auditor to perform a water distribution test In all turf areas. Coples of test data shall bl delivered to the Owner and the Landscape Architect. 7, MATERIALS A. Pipe and Flttlnga (1) Brass Brass pipe shall be IPS standard weight 85% Red Brass. Fittings shall be with standarc 125-pound cast bronze threaded fittings. (2) PVC Conduit Pipe that Is used for control wires shall be PVC conduit Schedule A, Type 2110. All wires under paving shall be Installed In PVC conduit (3) PVC High Impact Pipe -Cell Class 12454B (PVC Schedule 40 & 80) a. Pipe shall conform to ASTM Standard D1785 Cell Class 12454B and ASTM D2241 b. Pipe shall be marked at lntervaltl not to exceed 5' with the following Information Manufacturer's name, nominal pipe size, PVC type and cell class (I.e., 12454B), schedule NSF approval. C. PVC Schedule 40 shall not be threaded. d. Fittings shall be PVC Schedule 40, ASTM D-1784, 24615, Cell Class 12454B, NSF approved. LAND CONCEP.N LANDSCAPB AacHJTBCTUBB J?5'0 B, DBBlll AVBNUR SANTA ANA, CALIPOllN'IA 9270S' (949) •so-48>2 (4) PVC Pressure Rated Pipe-Cell Class 12454B (PVC Class, 200, & 315 and PVC Schedule 40) a. Pipe shall conform to ASTM Standard D1785 Cell Class 12454B and ASTM D-2241 b. Pipe shall be marked at Intervals not to exceed 5' with the followlng Information Manufacturer's name, nominal pipe size, PVC type and cell class (i.e., 12454B), schedule NSF approval. C. PVC Schedule 40 shall not be threaded. d. Fittings shall be PVC Schedule 40, ASTM D-1784, 2466, Cell Class 12454B, NSF approved. (5) All PVC pipe shall be purple Alertline, or approved equal, and shall conform to Cerisbad Municipal Water District Rules and Regulations for Non-Domestic Weter Servic a. Solvent shall be 2721 series I PS-Weld on low volatile blue glue with P68,70 primer or approved equal. Glue and primer as menfuactured by IPS Weld-on, Gardena, California 01 approved equal. b. Caution shall be utilized In handling Type I pipe due to the possibility of cracking or c splitting when dropped or handled carelessly. c. When connection Is plastic to metal, male adapters shell be used. The male adapter sh, be hand lightened, plus one turn with a strap wrench. Joint compound shall be Permate Type 11. (6) Gasket Seal PVC Pipe -Not appllcable (7) On-Grade PVC Pipe -Not applicable B. Sprinkler Heads Sprinkler heads shall be as shown on plan or approved equal with reclaimed water snap cap or rubbler tops C. Valves (1) Remote Control Valves -Electric remote control valves shall be as shown on plan 01 approved equal with purple reclaimed water tags. (2) Ball Valves -Approved ball valves shell be WIikins 850 with purple reclaimed water tags. (3) Quick Coupllng Valves Quick coupling valves shall be as Indicated on Plan and shall be Installed In a 6"-8" dlame valve box. Alternate material may be submitted for approval. All quick coupling valve keys end hose swivels shell be of same manufacturer es the quick couplers. Quick couplers shall lockable, have a purple cap, and ACME thread for reclaimed water use D. Automatic Controllers Automatic controllers shall be as shown on Plans and Detail E. Stainless Steel Enclosures Stainless Steel Enclosures and hardware used In Installation of the enclosure shall manufactured with 100% Stainless steel. Enclosure shall be as shown on Plans and Dela F. Control Wire for RCV'a All wiring to be used for connecting the automatic controller to the electrical solenoid actuated remote control valve shall be Type UF-600V,solld copper, PVC insulation, single conductor, UL approved underground feeder cable. Each pilot or "hot" wire shall be color coded with lhE common wire being white only. Minimum 14 gauge. G. Valve Boxes All remote control valves, gate valves, quick couplers, pressure regulators, and pressure relh valves shall be installed in purple valve boxes as shown in details, complete with lockin1 covers. All shall be CARSON or 99proved equal, and shall be marked "RCV'' with station numbers for control valves, "GV'' .-;r-QCV'', "PRV', "PR" respectively heat branded in 1" high letters on valve cover by Contractor. H. Backflow Prevention Units The backflow prevention units shall be as shown on Plans and Detalls and be tagged with purple reclaimed water tag. 11AS BUILT" a. G'J#;t,-> PLAN: POINSETTIA LANE NO SCALE 8. INSTALLATION A. Trenching (1) Excavation shall be open vertical construction sufflclently wide to provide free workln space around the work installed and to provide ample space for backfilling and compactlr (2) Trenches for pl~ shall be cut to required grade llnes and trench bottom shall b compacted to provide an accurate grade and uniform bearing for the lull length of the Iii (3) When two (2) pipes are to be placed In the same trench, a 6" space shall be maintained between pipes. (4) Low voltage control wires shall be burled under the malnllne as shown on the plan B. Backfllllng (1) Backfill material shall be approved soil. Unsuitable material Including clods and rocks o· 1" In size shall be removed from the premises and disposed of legally at no com to the Owner. (2) All backlllllng shall be done carefully and shall be properly compacted. All trenches at tc of slope conditions shall be inspected by the project soils engineer for proper compaction (3) Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as follows: 12" over PVC non-pressure lateral llnes 18" over PVC non-pressure lateral lines for rotor system 18" over PVC main under pressure for pipe 2" and under 24" over PVC main under pressure for 2 1 /2" and over C. PVC Pipe (1) PVC pipe shall be Installed In a manner which will provide for expansion and contractlc as recommended by the pipe manufacturer. (2) All plastic to metal Joints shall be made with plastic male adapter. (3) The Joints shall be allowed to set at least 24 hours, or as recommended by the solvenl manufacturer before pressure is applied to the system on PVC pipe. (4) Aller all new Irrigation piping and risers are In place and connected, all necessary work I been completed and prior to the Installation of Irrigation heads, control valves shall t opened and a full head of water used to flush out the system. After the system is thorough!) flushed, risers shall be capped off and the system pressure tested. (5) Irrigation lines shall be tested In place before backfllllnp !or a period of not less than one ( hour, and shall show no leakage or loss of pressure. Dunng the test period, minimum te pressure at the highest point of the section being tested, shall be 150 pounds per square mch. (6) At the conclusion of the pressure test, the head shall be Installed and tested for operatic In accordance with design requirements under normal operating pressure. Contractor st verify heed pressures with pilot tube and adjust control valves to correspond with design pressure. D. Installation of TwlnSeal Gasket PVC Pipe -Not applicable E. Sprinklers (1) All nozzles on stationary pop-up sprinklers shall be tightened alter Installation. 1 sprinklers having an adjustment stem shall be adjusted on the lateral line for the proper rad as to avoid overspray onto, but not limited to, walkways, walls. fences, roadways, or as directed by the owner's authorized representative. (2) Sprinkler heads and risers shall be Installed according to detal (3) All sprinkler heads with a 112" or 3/4" Inlets shall utilize Mariex street ells In the swing Jc asse'Tibhes. All sprinklers with 1" or larger shall utilize Sch. 40 street ells. All threaded S, 40 connections shall be wrapped with teflon tape. F. Valves (1) Remote c. ... ntrol valves shall be acflusted so that the most remote Irrigation heads operat1 at the pressure recommended by the head manufacturer shown on the plan. Remote contrc valves shall be adjusted so the maximum uniformity and distribution of water Is applied by the irrigation heads to the planting areas for each individual valve syste1 (2) Valves shall be the lull size of the line In which they are Installed unless otherwlt Indicated. (3) Quick coupling valves shall be set approxlmately 12" from walks, culbs, headerboarda, 01 paved areas where applicable. All Quick couplln9 valves shall be placed In shrub plante beds, where possible. All valves shall be placed m 6" -8" round valve boxes as manufactured by carson, or approved equal. G. Valve Boxes (1) Valve boxes shall be set one Inch (1 ") above the designated finish grade In lawn areu and two Inches (2") above finish grade In ground cover areas (2) Valve boxes Installed near walks, curbs, headerboards, and paving shall abut thoBE Items. The top surface shall be flush with Items llsted above H. AutomaHc Controller Location and lnstallatlo (1) The automatic controller shall be Installed at the approi<lmate location shown on the pl (2) All local and other applicable codes shall take precedence In connecting the 117 VN electrical service to the controller. Owner shall provide power to controller. Contractor st complete hook-up to controller. (3) There shall be adequate coverage of earth (1B" minimum) over the 24 volt control wire. Install wire in trench and tape to mainlines on bottom of pipe at 10-loot interval, (4) Controller shall be properiy grounded with a 518" x 96" copper clad ground rod and brass ground rod clamp. I. Control Wire (1) All electrical equipment and wiring shall comply with local and state codes and be Install by those skilled and licensed in the trade. (2) Connecting and splicing of low voltage wire at the valves or In the field shall be mad, using a 3M water Hght connector or equal J. Beckflow Prevention Units The backflow prevention units shall be Installed as shown on Plans and Detal K. Inspection by Cerlsbad Munlclpal Water District. Contractor shall notify the Ollvenhaln Municipal Water District 48 Hours plror to malnll inspection for pressure test. Pressure test shall consist of testing mainline to 150 lbs for four hours. Te shall be completed with the water district inspector present Contractor shall coordinate all other work to be Inspected with the water district lnspeel 8, PREVENTATIVE MAINTENANCE FOR CONTROLLERS Depending on the severity of the environment, the below procedures shall be followed two (2) to six (6) limes a year, with particular attention to discourage spiders, ants, snails, s1u, bugs, rodents, or insects of any kind from access to controlle A. Use a Scotch 1619 electrical contact cleaner or equal; spray all knobs; operate or rota them to clear any corrosion or debris which has accumulated. Any non-oil base electrl contact cleaner is sufficient. Do not use a WD-40 type cleane B. Spray and/or clean behind lace plate or panel, removing all Insects, dust, dirt, el C. Use a pest strip or Insecticide to keep out spiders, ants, bugs, etc. D. Use a rodent chemical In the pedestal to keep out mice, etc E. Seal off any exterior openings where Insects, snails, slugs, bugs, or moisture can enter tt controller cabinet. Where valve wires enter the cabinet, the use of a silicone-type gel Is a excellent method of preventing pests from entering and helps keep moisture out F. Use slug and snail bait around the outside of the pedestal G. Make sure weather stripping Inside cabinet door Is tight to prevent leakage Into th1 controller from irrigation overspray or rain. Replace as needed H. Prevent dust, dirt, and water overspray from petting Into controllers durlnq and all1 construction by keeping the door closed at all times except when programming a uni I. Inspect the valve wires which are attached to the terminal strip Inside controller to be su they are snug and properly marked. J. Controllers should be operated and visually Inspected at least once a week K. Controllers and valves should be operated once per week even In winter for Just a few seconds to keep corrosion from building up on the contacts or wafer switches and to kee valve parts moving freely. LANDSCAPE ARCHITECT £.,_s) ~S'!Ps, ~~~ if 0.,,_~ "' "'=~~I-- "' SIONA1lll!E t _, .. ~~$) a ~~.'~IIJ----o;-_CA ~ ~--=--------~--v-LL,~.µ,.L.,..., VWD DWG, ANDREW C.N. BOWDEN AL.A. 1801 DATE NO. [""stiml CITY OF CARLSBAD fsiimil 1----+---t--------------+----+---t---+-----l ~ ENGINEERING DEPARTMENT ~ 1-----+----+---------------+----+----l'--+---I :=l=M=P=Ro=v'-'=E=M=E=NT=P=LA=Ns=Fo=R========-===: JTII ITV"'" I • AC>C>R()\/AI" POINSETTIA LANE AT LA COSTA GREENS IRRIGATION SPECIFICATIONS xxxxxxxxxx ~ UftOC jAPPROVED:dY .i .. ~"'-I I I -• -· c,c, .o.n u1 '"''~I c ,~ .1.,T~l=Ri_,.,_n,1.,.1c::CLU.TR"LC•8j====t===t========================t===1===1===::l===::l ~""'i,,;(Aal!~"'~1'?'. l.J/!c4!i:'.c,l':'.1;/-1f,..~~-!..!.....•--':'...fi~"";<'-----~~:,{0 ~ DWN BY: I PROJECT NO I N DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ' DRAWING O. ROBERT J. WOJCIK ROE -33968 DISTRICT ENGINEER ~TE ENGll'EERa=WJR< REVISION DESCRIPTION Ol'HERM'PR:>VAL CITYAPPROVAL RVWDBY: ~~, CT99-03 . 397-2I VWD 02-002 L----------------------------------------------------------------------------------------' ti) z w ~ Cl < § :5 ~ w ~ < I= ti) ~~ 00. n.1-.. z i-w z :I! ~~ ~~ __JD. w :I! >-Ww □0. s: c( ~~ CI: 0 ~~ 030603 : \ ' PAVING LEGEND NOTE# AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES OJ MEDIAN 4' THICK INTEGRAL -INSTALL PER MANUFACTURER'S AND STAMPED COLOR RIVERSTONE a~ N/A c;tW)JC. ISLAND CONCRETE PAVING . SOILS ENGINEER'S RECOMMENDATIONS NOTES A CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. B ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED C ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. D ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. E ALL SAWCUT SCORELINE$ TO BE 1/4" WIDE AND 1/2'" DEEP; TO BE STRAIGHT AND PRECISE. F PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' -' -- --"' ' ' ' ~---' ' 3 ' LAND CONCBP.N PLAN: EL CAMINO REAL LANDSCAPlil AacNrTICTUt.l 40E~2EO=~OE==:::340E===3'l0~====1120 l7S'0 II, Dllllllll AVIINUI IANTA ANA, CALJPOlUU.A 92.70S' (949) 2.,;o,4h:1 GRAPHIC SCALE 1 "=40' I - I I I I I I I I I I I I I I EL CAMINO REAh' ---->......, I ' ' I ,' ' I ~' II ''-I ~, 1 I I I ROBERT J. WOJCIK RCE • 33968 DISTRICT ENGINEER I .,. I I - I I I I I ,. ,. , I I I ,, , I I I I I I ,, , ,, EL CAMINO REAL / / / , , , , , , ,. , .,. .,. ,. , , .,. .,. ,, 244 245 FOR HARDSCAPE ONLY. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. POINSETTIA LANE KEY MAP "A& l'UIL,'f• a,GIII~:..---- LANDSCAPE ARCHITECT Cl.t~..:;,,\l'i\.- & BASE a ae,f~'------....... __cc..__:_.:__:_ _____ ..::..._ __ __,,//u.lrJ.t/i:JliZ.i!-i VWJ DWG. ANDREW C.N. BOWDEN R.L.A 1801 DATE NO. TREE AND G.C. PLAN ~ CITY OF CARLSBAD f----+---+--------------+---l-----1---1----1 ~ ENGINEERING DEPARTMENT ~--+----l---------------1----1----11----1--~ IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS PROJECT NO. DATE INITIAL ATE REVISION DESCRIPTION CT99· 03 I DRAWING NO. 397 -2I EN31NEERCIFl'\ORK VWD 02-002 L----------------------------------------------------------------------------------------------------' 11 • (/) ~ cc: (!l ~ :5 t."i: w ~ < ~(/) ~~ ~e: i:-: 15 z:::,; w~ ~~ ..Ja. w~ >-Ww 0~ ~~ ~~ :030603 PAVING LEGEND NOTE# AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES QJ MEDIAN 4" THICK INTEGRAL --INSTALL PER MANUFACTURER'S AND ST AM PED COLOR RIVERSTONE N/A Qt,P,,.lt-ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS NOTES A CONCRETE TO BE FOAMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. !l ALL CONCRETE OOLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED C ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. D ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY AOIJED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. E ALL SAWCUT SOORELINES TO BE 1 /4" WIDE AND 112' DEEP; TO BE STRAIGHT AND PRECISE. F PRIOR TO INSTALLATION, A 1C1 X 1C1 SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. ' ' ' ' .._ .._ .._ ' ' .._ .._ .._ ' .._ .._ ' ' ' -.. .._ ' ' ' '-.._ ' ' ' ' .._ ' ' ' '· -' -- --,. ' ' ' ' ' ' " ' 39 LAND CONCBII.N PLAN: EL CAMINO REAL LA.NDSCAP ■ AtcNYT ■CTUa ■ 1?$0 ■, 1>■aa ■ Jt.Y ■NUII IANTA ANA, CAt.noP.NU. 9270S' (949) 2-S0•,t,122 40 20 0 40 GRAPHIC SCALE 1"=40' 120 I I I I ------- I I I I I I I I \ EL CAMINO REAh 1 ' I ,' -... I ~' II ---~, I 1 I I I I I I I I I -✓- I I / / / ROBERT J. WOJCIK ACE -33966 DISTRICT ENGINEER I / I I I I I I I I I I / , / / ,, / DAT I I / / / I / / / EL CAMINO REAL / / I a / / , / / / , , / / / 244 245 FOR HARDSCAPE ONLY. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. POINSETTIA LANE KEY MAP '!4!o l!oUll---r• a OA~IJ#,.__ __ LANDSCAPE ARCHITECT BASE a SHRUB. PLAN ~----------/.l-t/,l-41'f/.71-1~'J VWO DWG. ANDREW C.N. BOWDEN A.LA. 1801 DATE NO. ["1itiffil CITY OF CARLSBAD f---+---t---------------+---+--11-'-----l---l ~ ENGINEERING DEPARTMENT l---+--+---------------+---+--+---+---1 IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIA ENGtEERCFWORK REVISION DESCRIPTION Oll-lEAAPPRJVAL aTY N'PFOVAL POINSETTIA LANE AT LA COSTA GREENS INTERSECTION OF EL CAMINO REAL AND POINSETTIA LANE OWNBY: CHKDBY: RVWDBY: PROJECT NO. CT99-03 DRAWING NO. 397-21 VWD 02-002 L-------------------------------------------------------------------------------------------------------1 § IC i ' (/) 15 w a: C, < ~ 5 ~ w ~ < f: (/) ~:i Z..J ~~ i:-: ffi z :::E WW :::!:> g~ wo.. >::E w-oW ~~ QU a:fB ~~ f _,. -,, 03,U603, r----------------------------------------------------------------------------------------------....... .., ~ LAND CONCERN LAND8~API AacHJT ■CToa ■ J?S'O ■• D ■IIRli AVIINUlil SANTA ANA, CALJPOllNJA Sl270$ {949) 1.so-4822 I ' \ \ • • I I I I / I I I I I I / I I I I I I I EL CAMINO REAL I I I ~ill ,,, ---,,, / / ,,, ----- ,,, -,,, ,,, --,,, ,,, ,,, ,,, --,,, -- --- I ) ' -POINSETTIA LANE -EL CAMINO REAL __ 8 _1 .. _:-i-~..---=-i", '~~ . I . Jk I ;J_j__ c, i, -~2-L=::..~fLl~g-==~rn'T-'---!:===-hl=l~J~l='d----..!l~~d--1----' dL - ~ KEY MAP ------------ . ---,. ___ .2f4. __ . --+---. --~5. ___ •I -2f _ ___,_ ____ 211 _______ . 248 . ____ L21.~9 __ . ___ . __ _ PLAN: EL CAMINO REAL GRAPHIC SCALE 1"=40' '¼'S ta.ul--r• ... -_,,,. FOR REFERENCE ONLY. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. LANDSCAPE ARCHIIECJ BASEb TREE AND G.C. PLAN ~ CITY OF CARLSBAD t----+--+-------------1---1---1---1----J ~ ENGINl:ERING DEPARTMENT t----+--+-------------1---1---1---1----J ,:::::-:-::::-:===-===-=---t==t==t============t==t=::::t==t=j IMPROVEMENT PLANS FOR: I....__,_ .. ITV nl!lT ., A ,;;" 0 POINSETTIA LANE AT LA COSTA GREENS INTERSECTION OF EL CAMINO REAL AND POINSETTIA LANE XXXXXXXXXX I~ DAit: l---+--+-----------------1-------1---L------1--- I APPROVED: tJ t' I 1c~~'ABUOIOil1C~AD..JiinU~111~•~lllli'~~••oe.A1~•A~T~::.a.co-w·-sJ-,IBl.(~==t=::t============±==±==±==±==1~A&~~F~•-~·~:ffod-~i.e-.::~llll!;,l~c~e~•~~'---~Fw(:l!!l!{ __ ;21,D~,~E, 1-........_ ~C='IT=='I E==N=Gl=N~~==;R-;=. v.=: ==E. '=""'~=E=XP==. '=""'~--,===)ICTE=::::;· =-=-:==:::-:-==-=-=c-=------........_-----""...,___.... l---::-DA-:-::TE=-+=-:-:--l------------------1-------1---l--------1---DWN BY: PROJECT NO. DRAWING NO ROBERT J, WOJCIK ACE -33968 ~ATE INITIAL DATE INITIAL DATE INITIAL CHKDBY: ~' CT99-03 397-2I DISTRICT ENGINEER BGIIEEROF~ REVISION DESCRIPTION on-tERAPPFOVAL arYAPPROVAL RVWDBY: ~""" i ' C/l tti w a: C!l ~ :5 ~ w ~ < ~C/l ~~ oa. a.1- i:-: ifi z::::!: ~~ ~~ Jo. ~::::!: 0W ~~ ~~ ~--------------------------------------------------------------------v_w_o_o_2_-o_o_,J2 ~~ I j /' ,,. "'""'1 03,0603' j ~---------------------------------------------------7i LAND CONCl!.RN LAN08CAP9 AacNITICTDkl 11so Iii, o ■••· AVlilNU ■ SANTA ANA, CALIPORNIA fZ70S I . I I I I / 1 I \ • ' I I I I I I I I I I / I I I I I I I I / FOR REFERENCE ONLY. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. PLAN: EL CAMINO REAL GRAPHIC SCALE 1 "=40 / / / I 241!1 -EL CAMINO REAL dl ...?-' \' -~ \U\l~ ~ I b I\ ( '---------- ------- POINSETTIA LANE KEY MAP ------------------------ LANDSCAPE ARCHITECT BASEb SHRUB PLAN ANDREW C.N. BOWDEN A.LA. 1801 rBHEETJ CITY OF CARLSBAD 1-----1----1----------------1--t---t----t------i ~ ENGINEERING DEPARTMENT 1---4---4-------------t--t--t---t------i IMPROVEMENT PLANS FOR: ......... TII ITV 4.P ., ~ POINSETTIA LANE AT LA COSTA GREENS INTERSECTION OF EL CAMINO REAL AND POINSETTIA LANE ~ DATE 1---4---4-------------f--t--t---t--1APPROVED:OY . _ • , I /4.,6 c-.:i:L' i,,V~ .,,..,~ ~1.1.1/.-,3 ~· EB..O.LSCT•RlC~==1:==1:============t==t==t==+=~ CITY ENGINl'IER R~ EXP.DAlE ........._ 1----+-,=-cc+-------------j-;:::-;-:;:;ril-;;:;;:;:;-;:-;-"ir;:;;=-t,.;-;:;:;;:;-i DWN BY: PROJECT NO. DRAWING NO --=-------~,---=,::-=---::=~ .......... __:::""-c'°c-:::-=A. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: OT99-03 397 -2r ROBERT J. WOJCIK ROE -33968 ~TE ENGIN:ERCF\\l'.JRK REVISION DESCRIPTION OIHERAPPFl'.JVAL arv Pl'PRJVAL RVWD BY: -•.' DISTRICT ENGINEER , xxxxxxxxxx -• ..,. ooAn • l~IP I 0 :ii , i 030603 .---------------------------------------------------------------------------------------------------------------------------------------..., 8 I I I I I I I I I I I I LAND CONCERN 175'0 ■, D ■■a■ AV ■NU ■ SAN'l'A ANA, CAl.UOP.NIA 9170§'. t I\) -,I,,. ,I,,. t I T : NOTE# Ql NOTES A B C D E F PLAN: POINSETTIA LANE GRAPHIC SCALE 1 "=4CY PAVING LEGEND AREA MATERIAL SlYLE/ FINISH MANUF. NAME/# COLOR NOTES MEDIAN 4" THICK INTEGRAL c.l!l:'.I.IC-INSTALL PER MANUFACTURER'S AND ST AMPED COLOR RIVERSTONE N/A ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS EL CAMINO REAL CONCRETE TO BE FORMED'PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. B ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. ALLSAWCUT SCa=tELINES TO BE 1/4" WIDE AND 1f.!" DEEP; TO BE STRAIGHT AND PRECISE. PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN C(')NCRETE. FOR HARDSCAPE ONLY. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. POINSETTIA LANE KEY MAP LANDSCAPE ARCHITECT BASEc TREE AND G.C. PLAN 'ANDREW C.N. BOWDEN A.LA. 1801 DATE NO. OWNBY: =R-=o-=eE"'Ra=,T=-J7 _...,.w,.,,o=-J"'c""'1K.,-;:R"'C,:E---=3'='39=-=sc=e-~..,,_=ATE DATE INITIAL DISTRICT ENGINEER -OFWORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKDBY: OIHERAPPROVAL QTY /IPPROVAL RVWD BY: PROJECT NO. CT99 -03 DRAWING NO. 397-21 a: 0 :E ' ti) di w a: (!:J § ~ !;;; w ~ < I= ti) ~~ on. D,. I- i:-: ffi z::::!! WW ~> g~ wn. >::::!! w-oW 3;~ ~~ VWD 02-002 a:O L.-----------------------------------------------------------------------------------------'~~ 030603 • LAND CONCERN LANDSCAll'R A11.cHITICl'tlll ■ 17S'O II, D■aa ■ AVIINU ■ IANTA A.NA, CAt.Jll09.NJ4 !J270j C949) :iso-41::u I I I I I I I I f I I I I t -w 1'° . J • I t i - ..,-t------LIMIT -- PLAN: POINSETTIA LANE 40 20 0 40 GRAPHIC SCALE 1"=40' NOTE# [:!I NOTES A B C D E F 120 PAVING LEGEND ,. AREA MATERIAL STYLE/ FINISH MANUF. NAME/I COLOR NOTES MEDIAN 4" THICK INTEGRAL RIVERSTONE ,.___, INSTAU PER MANUFACTURER'S AND ST AMPED COLOR NIA Ul,A12,-ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS POINSETTIA LANE EL CAMINO REAL CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. AU CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WIU NOT BE ACCEPTED. a ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHAU BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT AU SAWCUT SCORELINE$ TO BE 114' WIDE AND 112' DEEP; TO BE STRAIGHT AND PRECISE. PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY TI-IE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. KEY MAP .,,_;::'.-r-..... ✓~ ...... · • ...._IJTII ITV n 1 :T 4DPROVAI Q ............. ' FOR HARDSCAPE ONL V. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. , BASEc SHRUB. PLAN LANDSCAPE ARCHITECT ANDREW C.N. BOWDEN [siiffi"] CITY OF CARLSBAD fTtiErnl 1----t-----t--------------+---+--1---+---l ~ ENGINEERING DEPARTMENT ~ 1---.-+---+---------------+--+---+--+----1 :=l:::::M::;:P::;:R::;:O~V:;E:::::M:;E:::::N::;:T::;:P::;:LA::;:::::N::;:S:::F;::::O::;:R;:::=====~==~ POINSETTIA LANE AT LA COSTA GREENS STA. 09+50.00 TO15+00.00 xxxxxxxxxx I~ DATE I APPROVED:dY I =' ~~ "' ·· c1Tv ENG1NdR 7f.W. 'fxP. 9 olli "AC' --UIIIN"-· ~J:'USIB1.C:'t==1==r==============r=~==r==1==1 -4~:~6~(!!,~~'#u~~~~~-:;;·¥m.._~$~p~;t..:L__ :2/2.,,/,.,f DWN BY PROJECT NO. DRAWING NO. ROBERT J. WOJCIK ACE_ 33968 _ DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CTQ9-03 397 _ 2I DISTRICT ENGINEER ENGINEEROFl',O'I< REVISION DESCRIPTION OTI-IERAPPro\/AL CITYAPm:ll/AL AVWD BY: /J..,, VWD 02-002 L--------------------------------------------------------------------------------------__, I I g a: 0 :::E ' en rii w a: (!l ~ :5 ~ w ~ < t: en ~~ ~a. "!z 1-w Z:::;; ~~ 9~ ~~ WW Oa. 3:< ~~ ~~ ' 030603 - • PLANTING LEGEND ESP. GAL. G.C. HT. L.A. LC. MIN. M.T. o.c. RWD, S.L.A. SPEC. SP. ESPALIERED GALLON CONTAINER GROUND COVER HEIGHT LANDSCAPE ARCHITECT LANDSCAPE CONTRACTOR MINIMUM MUL Tl-TRUNKED ON CENTER REDWOOD SELECTED BY L.A. SPECIMEN SPREAD PLANTING KEY a?s ... > ____ : :::::.:::u ~ : QM.LON 01'1 ltOXIIZI ~----QUAN11TYCPPLANTMA1WIIM. LAND CONCERN LANDSCAJ,a AaCHIT ■CTUall l7S'tl ■, IHl■a■ AVIIINVII llANTA ANA, ~Al.UO».NIA 92-']05'. (949) 2so~4h2 ROOT & WATER BARRIER NOTE A 24" LINEAR ROOT BARRIER (DEEP ROOT MODEL #UB 24-2 OR EQUAL) SHALL BE USED ADJACENT TO D.G. AND A.C. PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONC. OR A.C. EXTEND ROOT BARRIER MATERIAL 10' MIN. BEYOND TREE PLANTING IN BOTH DIRECTIONS. A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL# WB 24 OR EQUAL) SHALL BE INSTALLED ADJACENT TO ALL CONC. AND A.C. CURBS. WATER BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE ROW OF MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO ADJACENT PAVING WITH A BEAD OF SILICONE SEALANT. HA 2-24" PLAN: POINSETTIA LANE 40 20 0 40 80 120 GRAPHIC SCALE 1 '=40 NOTE# OJ NOTES A B C D E F PAVING LEGEND AREA MATERIAL STYLE/ FINISH MANUF. NAME/I COLOR NOTES MEDIAN 4" THICK INTEGRAL INSTALL PER MANUFACTURER'S AND STAMPED COLOR RIVERSTONE ,.~, NI A ai:u,a. ISLAND CONCRETE PAVING . SOILS ENGINEER'S RECOMMENDATIONS POINSETTIA LANE EL CAMINO .REAL CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. ALL SAWCUT SCORELINES TO BE 114'' WIDE AND 112' DEEP: TO BE STRAIGHT AND PRECISE. PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. . POINSETTIA LANE HA 3-24" • a KEY MAP BARK MUCLH NOTE ALL PLANTING AREAS TO RECEIVE 2" OF SHREDDED BARK MULCH. SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT. GENERAL NOTE ALL LOCATIONS OF MEDIAN PLANTING AREAS AND MEDIAN DRAINS PER CIVIL ENGINEER'S PLANS. TREE LEGEND SYMBOL ABBREV. BOTANICAL NAME COMMON NAME COMMENTS QTY. SIZE 0 . HA HETEROMELES ARBUTIFOUJ TOYON -e 24" BOX * , -PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE -24" BOX -0 -RI-RI IU8 IP~:Y:E8RIFSLl,t, LEMOP•ADE BERRY 9 !"1'' Bel< . $AMl9l.lCU~ Ml!)(..IC..~ Mt,)(! C,,,.N lei' IS G,1,1.,. GENERAL PLANTING NOTES TREE TAG NOTE 1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. ALL TREES ARE TO BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO BID SIZES AS INDICATED ON PRICES PER BERGEN NURSERIES. CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. 2. ALL SHAU! BED AREAS ARE TO RECEIVE 3' MIN. DEPTH OF SHREDDED FIR BARK IN ADDITION TO TiiE GROUND COVER SPEctFIED, IF ANY. 3. 1HE PLACEMENT !SPOTTING} OF ALL PLANT MATERIAL TO BE REVIEWED IN TI-II: FIELD Wll'ti THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB TiiAT 18 PLANTED wtTiiOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION. 4. 1HE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF TiiE PLANT MATERIAL ABOVE GRADE. 6. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITI-f SUBSURFACE DRAIN LINES OR STORM DRAINS. CONTACT DEAN WENDT (714) 528-0718 LANDSCAPE ARCHITECT BASEd TREE AND G.C. PLAN ANDREW C.N. BOWDEN ["siiEETl CITY OF CARLSBAD ~ 1----+----+--------------+------+---1--+---1 ~ ENGINEERING DEPARTMENT L..2.!_j ::=:::::::...::::::=======:::::::.-====: IMPROVEMENT PLANS FOR: ~\; ►UH ... ," ae.4(~ LTII ITV nl(ITRIC':T ·---nv••" ~ xxxxxxxxxx POINSETTIA LANE AT LA COSTA GREENS STA. 15+00.00 T021 +50.00 ~ APPROVEDQY ~ • I 4, I" ,~<.?L. ~.Jq ~-f'oA iiii1 }.3../,,,t l-:----.,-------------i~"',14~0:u...•ciu:R,.,_411.L.nw....t..11JC!li!N' 1r."'1.[IP:.,u.""II A,~T'EE'B.JRDllll.S<liI.B'TRlC]t===t=:j==============t==t==:;t===t=j ~Y ENGINE'i?R A.EE · EXP."D/2::TE IC-1:oVl~W~l::7 ~y, "-.. 1:3 C 1 11 /z.1/os 1-=D""'AT==E,-+,l'"N1""T1""AL-+---------------+-=o""'AT==Ec-+l~N1=T1'""ALc+-~DA=TE=-+~1N"'"1T"'"1A'7""1L g~:0 8;y I PROJECT NO. I DRAWING NO. • "ICU 1 • ROBERT J. WOJCIK ACE· 33968 "'DATE REVISION DESCRIPTION RVWD BY , ,_ __ c_T9_9_-_oa __ __,c__39_7_·_2I~ If.IS :T"OJC, 12d."Tt!" DISTRICT ENGINEER Emll'EEROFl'IOR( OTHERAPl'RJI/AL OTYAPPR'.l\lAL • · VWD 02-002 , I --------------.--------------------------------------------------------------------------------------------....;-----, ... ~ LAND CONCBRN LANDICAP ■ Aa.CHJT ■C'ItJ •• ■ l?SO ■, D ■t'lal! AVBNt1• IIANTA ANA, CAtJIIO&Nlil• p2705 SHRUB SET-BACK NOTE SHRUB PLANTINGS ADJACENT TO AU. PAVING SHALL BE PLANTED WITH THE CENTER OF THE SHRUB SET BACK FROM THE EDGE OF PAVING A DISTANCE OF THE O.C. SPACING CALLED OUT IN THE LEGEND FOR THAT SHRUB. GENERAL NOTE ALL LOCATIONS OF MEDIAN PLANTING AREAS AND MEDIAN DRAINS PER CIVIL ENGINEER'S PLANS. PLAN: POINSETTIA LANE GRAPHIC SCALE 1"=40' PLANTING LEGEND ESP. GAL. G.C. HT. L.A. L.C. MIN. M.T. o.c. RWD. S.L.A. SPEC. SP. ESPALIERED GALLON CONTAINER GROUND COVER HEIGHT LANDSCAPE ARCHITECT LANDSCAPE CONTRACTOR MINIMUM MUL Tl-TRUNKED ON CENTER REDWOOD SELECTED BY L.A. SPECIMEN SPREAD PLANTING KEY GENERAL PLANTING NOTES 1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. 2. ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER SPECIFIED, IF ANY. 3. THE PLACEMENT {SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS. 98-1 POINSETTIA LANE EL CAMINO REAL KEY MAP SHRUB LEGEND TREE TAG NOTE SYMBJABIIR. BOTANICAL NAME 0 AA AOAPANTHUS 'PETER PAN @AS AACHTOST APHYLOS EOMUN'.>SH 6)00 CEONOTHUS G. 'HORIZONT AUS" 0cs ClSTUS SKANBERGI! 0 DB DIETES BtCOLOR 0 EN ENCEUA FAAINOSA g HO HEMEAOCALLIS HYSAID-OAANGE @ HS HEUCHERA SANGUINEA (D LM LANTANA MONTEVfDENSIS EB LY LANTANA M. 'SPREADING SUNSI-INE' ® LD LAVANDUL.A DENTATA 'CANOICANS' ~LI LAVANOULA INTERMEDIA (9 PS PENNISETUM S.1lWAIIF AED * PT PHORMIUM Tl!NAX 'BflONZE IIAIY' • RIB RHAPHIOLEPl8 INOICA 'BALLERINA' 0 RC RHAPHIOLEFIIS INDICA 'Cl.AAA' Q RV RIBEB VIBUFINIFOLRJM 0 RO ROSMARIN US 0. 'LOCKWOOD DE FOREST' COMMON NAM<. TRIANGULAR SIZE DWARF LILY OF THE NILE 2'0,C. 1 QAL. LITTLE SUR MANZANrrA 4'0,C. SQAL. PROSTRATE CARMEL CEANOTHUS 8'0.C. 5GAL. ROCKROSE 5'0.0. 5GAL. FOATNIGHT LILY 3'0.C. 1 GAL CESEAT ENCELIA 3'0.C. 6GAL. ORANGE DAYULY 3'0.C. 1 GAL. OORALBELLS 2"0.C. 1 GAL. flURPLE TRAlt.11'«:l LANTANA 4'0.0. 1 GAL YELLOW TRAILING LANTANA 4'0.C. 1 GAL. CAN0ICANS' LAVENDER 3'0.C. 1 GAL. LAVANDIN 3'0.C. 1 GAL. 'DWAAF AED' FOUNTAIN ClllASS 3'0.C. 1 GAL. r:1NA'4.F BRONZE FLAX 1'0.C. &GAL. DWARF INDIA HAWTHORNE 3'0.C. 5GAL INDIA HAWTHORNE '4'0.C. !5 GAL. CAT ALINA PERFUME l'O.C. SGAL. 'LOOKWOOO OE FOREST' R09EMARV 3'0.C. 1 GAL. ROBERT J. WOJCIK ACE -33968 DISTRICT ENGINEER QTY. - 9 9 13 - 36 - 98 - - - - 3e - - -.. 4e BASEd SHRUB PLAN ALL TREES ARE Te BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO BID SIZES AS INDICATED ON PRICES PER BERGEN NURSERIES. CONTACT DEAN WENDT (714) 528-0718 . LANDSCAPE ARCHITECT ANDREW C.N. BOWDEN fsiiEEil CITY OF CARLSBAD 1-----1----1--------------+----+----,1------1------; ~ ENGINEERING DEPARTMENT ~----l---1-----------------+---l----+---+---I IMPROVEMENT PLANS FOR: ...-,~,,.....i~~-1-----------------+-,~~f-,,-,:,.,.,+-~~+,-,=77-J OWN BY: DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEERO"WOR< REVISION DESCRIPTION CJIHERAPPROVAL arv APPROVAL RVWD BY: POINSETTIA LANE AT LA COSTA GREENS STA. 15+00.00 TO21 +50.00 PROJECT NO. CT99 -03 DRAWING NO. 397-2I i Cl) [D ~ Cl ~ ::5 ~ w ~ < ~en ~~ ~~ .. z 1-w z:::I! w~ ~o ga: ~~ (lW 3:~ ft~ VWD 02-002 a:Cl 1---------------------------------------------------------------------------------------~~- 030603 LAND CONCERN L4NDflCAP ■ AacwrTRCTUlt.■ 11so •• D ■■IHI A.V■NU ■ IAN'tA AIU., CALIPOIUofJA i)270S' (po) 250•48:i.2 PLAN: POINSETTIA LANE GRAPHIC SCALE 1"=40' NOTE# Ill NOTES A B C D E F PAVING LEGEND AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES MEDIAN 4' THICK INTEGRAL INSTALL PER MANUFACTURER'S AND ST AMPED COLOR RIVERSTONE ""'-NIA C::.1'!!1:11'2 ISLAND CONCRETE PAVING I SOILS ENGINEER'S RECOMMENDATIONS EL CAMINO REAL CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. ALL CONCRETE OOLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED - ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. ALL SAWCUT SCOREUNES TO BE 114' WIDE AND 1fZ' DEEP; TO BE STRAIGHT AND PRECISE. PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. -· ---- FOR HARDSCAPE ONLY. NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. POINSETTIA LANE KEY MAP --- --- •~ e>ULT11 a,~i,----- LANDSCAPE ARCHITECT BASEe TREE AND G.C. PLAN R:LA. 1801 ROBERT J. WOJCIK RCE • 33968 DISTRICT ENGINEER ANDREW C.N. BOWDEN ["sHEEl'l CITY OF CARLSBAD l----+---+--------------1-----1----l---1-~ ~ ENGINEERING DEPARTMENT l----+--+---------------+----+---1----+---1 DATE INITIAL ENGINEEROF\\Cff< REVISION DESCRIPTION IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS STA. 21 + 50.00 TO 27 + 50.00 DRAWING NO. 397 • 2I VWD 02-002 ' Cl) iri M! Cl ~ :'5 ~ w ~ < ~ U) z 11.1 ~~ I-CL z 1-W z :::.w CL:::! 9~ ~~ WCL ~ :::E ~tu a;W 0~ L----------------------------------------------------------------...11.---------------------------------------------------------':::;;v., 030603 1 c... ~..J PAVING LEGEND NOTE# AREA MATERIAL STYLE/ FINISH MANUF. NAME/# OOLOR NOTES MEDIAN 4' THICK INTEGRAL INSTALL PER MANUFACTURER'S AND QJ STAMPED OOLOR RIVERSTONE ........ --.. NIA C.IUJ~ ~ ISLAND CONCRETE PAVING . SOILS ENGINEER'S RECOMMENDATIONS NOTES A CONCRETE TO BE FORMED PER CIVIL EN()INEER'S PLAN. ANY INCONSISTENCIES BElWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROU()HT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. B ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED C ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. D ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROV,6.L FROM LANDSC,6.PE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. E ALL SAWCUTSCORELINES TO BE 114" WIDE AND 112' DEEP; TO BE STRAIGHT AND PRECISE. F PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. g --------·----l Cf) -1=-·····---=---·-·--_ -·--·········· .. ----.,........... -----·-=----------------.. ------------·-·-------- -----·--.... -_-_--_.-:--··_·· .. ·-__ -_--_-·_-·-~ti \ . ~ ---P~INSETTIA LANE ------~-·• :::_ :::.:_~~------If! ~-~~•~'.__.,:•~ ~--•,·-~•....,,.7.;::i!S::..::•••······"' • ~ 0~~;r;c]!L ~ ----' -----"",~.::"'~ ~ ·,·· ------.A' 0 ,w ·=·"""'"""" ---=~:-==-=-==-=--==-~-=---------, --~y " Ul ~--.. ----· ---------------"-=-~ -~,A ~ --.., -'"°"~ ~I-'. U1 . t--/ V,I ,.__ -... ~~~~,....,,,------~ ~ (/) I -.:: .__ ~ llJ .. . .. ~""""~--~ , ---------' ... ~ !f ~ r~"' :O,,llJ ---. ,_ lli l"' EL CAMINO REAL 8 =-"· •~-•c~ --- -----f8 -----"~ -----·= --------- • FOR HARDSCAPE ONLY . NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. POINSETTIA LANE KEY MAP ---- ------ ----- LANDSCAPE ARCHITECT BASEe SHRUB PLAN a .ON, l>,i. -,/J11-/4 -----------'-f''-,~"f';->=11 VVYU UY\'\>. DATE NO. R.L.A. 1801 ,ANDREW C.N. BOWDEN ~ CITY OF CARLSBAD ~ 1-----1---t----------------+----t---+----t-----1 ~ ENGINEERING DEPARTMENT L!!_j 1----1---,---------------+---+---+--+-----1 ;::l::M:::::P:::RO:::V~E::M::E:::NT:::::P=LA==NS::::::::FO:::R::::====::::::====: POINSETTIA LANE ........._ AT LA COSTA GREENS ,,...,"""',..,,,,,..-.........__,....,._ ________ .,.,, STA, 21 + 50.00 TO 27 + 50.00 AhAAhAAAAA U~I~ t-----t---t----------------+---+--+----t-----1~=================~ LAND CONCERN PLAN: POINSETTIA LANE "4RI '"' I.JIINlr.lpA ! APPROVED~-y L I ,TER n 4 & e, ve--'.rz:i:• -..... ....Nt :i,lD.1A+I.Era ~~LO..LSJ11il:IC~~====t====1~=============================t====t====t====t===j CITY ENGIN7! F\iefE. EXP. ITT _ LANDSCA.P ■ A.acHr'f•cTua ■ !?SO ■, D■■a.8 AY■NU ■ SANTA AN,t,,, C.a.LUOllNJA p2.1os h1u) 2-so•',,h2- 40E=20E=OE===3:40====380:::::====l120 GRAPHIC SCALE 1"=40' ............... DATE INITl,6.L DATE INITIAL DATE INITIAL ~~~i;Y: ~ I PROJECT NO. I DR~~~tNO. ~g~i7J/E~glJNCJ~RRCE • 33968 ~TE E!Gt-EEROF\\O'IK REVISION DESCRIPTION f-OTrER--APPRC\l~-111..-+--ar-Y-/>PPFOJ,~-111..--1 RVWD BY: , · . cr99 • 03 . VWD 02-002 L----------------------------------------------------------------------------------------' ' I C, < ~ ~ < w ~ < ~ ~! z..,. Wz ~w gai w> >o wa: Cl 0. 3:::i! ~f-a: ltl aa: ::::1!:lii TREE TAG NOTE ALL TREES ARE TO BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO BID SIZES AS INDICATED ON PRICES PER BERGEN NURSERIES. CONTACT DEAN WENDT(714) 528-0718 GENERAL NOTE ALL LOCATIONS OF MEDIAN PLANTING AREAS AND MEDIAN DRAINS PER CIVIL ENGINEER'S PLANS. BARK MUCLH NOTE ALL PLANTING AREAS TO RECEIVE 2" OF SHREDDED BARK MULCH. SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT. LAND CONCEl!l.N L A N P s C A P II A 11 ~,H J T II C T V a ■ 17SO 11, D■■--■ AVIINUII ~AN'l'A &MA, CALJ1'0'-Nl4'. 9170S (949) 2so•4h2 NOTE# QJ NOTES A B C D E F SYMBOL 0 * 0 PAVING LEGEND AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES MEDIAN 4" THICK INTEGRAL --· INSTALL PER MANUFACTURER'S AND STAMPED COLOR RIVERSTONE N/A r.eR· ir. ISLAND CONCRETE PAVING . -~ SOILS ENGINEER'S RECOMMENDATIONS CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCCRES WILL NOT BE ACCEPTED. ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. ALL SAWCUT SCOREUNES TO BE 114" WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE. •' PRIOR TO INSTALLATION, A 1 O' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. TREE LEGEND ABBREV. BOTANICAL NAME COMMON NAME COMMENTS QTY. SIZE HA HETEROMELES ARBUTIFOLI, TOYON " 7 24''80X " 4 PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX " 11 -fl-RI IU9 INTESRIFeLIA I. •• DERR¥ !4•ee,< -SM SAMfl,UC.US Hl=Xlc:AI-U. 1-!l!'x!C,6.N t!W>~·. 10:S G,6J... 1-115~. HA 2-1:5' a.41--. PLAN: POINSETTIA LANE 4PE =~20 E=I =~0E, ===:::J'.'PE==~'°~==~yo GRAPHIC SCALE 1"=40' GENERAL PLANTING NOTES 1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. 2. ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER SPECIFIED, IF ANY. 3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD wriH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOLJf PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS. HA SM 1· .____, -R+,-, 2·24" PR BASEf POINSETTIA LANE EL CAMINO REAL KEY MAP ROOT & WATER BARRIER NOTE · A 24" LINEAR ROOT BARRIER {DEEP ROOT MODEL IUB 24-2 OR EQUAL) SHALL BE USED ADJACENT TO D.G. AND AC. PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONC. OR AC. EXTEND ROOT BARRIER MATERIAL 10' MIN. BEYOND TREE PLANTING IN BOTH DIRECTIONS. A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL# WB 24 OR EQUAL) SHALL BE INSTALLED ADJACENT TO ALL CONC. AND A.C. CURBS. WATER BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE ROW OF MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO ADJACENT PAVING WITH A BEAD OF SILICONE SEALANT. PLANTING LEGEND ESP. ESPALIERED GAL. GALLON CONTAINER G.C. GROUND COVER HT. HEIGHT L.A. LANDSCAPE ARCHl1ECT L.C. LANDSCAPE CONTRACTOR MIN. MIIIIMUM M.T. MULTI-TRUNKED O.C. ON CENTER RWD. REDWOOD S.L.A. SELECTED flY L.A. SPEC. SPECIMEN SP. SPREAD PLANTING KEY LANDSCAPE ARCHITECT TREE AND G.C. PLAN ANDREW C.N. BOWDEN f'SHEE1l QTY OF CARLSBAD f---+---li----------------l---+--1----1-----1 ~ ENGINEERING DEPARTMENT raiiEETsl ~ !STRICT APPROVALS ROBERT J. WOJCIK RCE -33968 DISTRICT ENGINEER IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS STA. 27+50.00 T034+00.00 I APPROVED: ,1Y _ • ,tl----_-_-_-➔+---_~~~f-_-_-_-_-_-_-_~---_-_-_-_-_~---_-_-_-_-_-_-_-_-_-_-_-_-_-:i_l-_-_-_-_-.,l-1-_-_-_-_-_J..1-_-_-_-_-.,l-1-_-_-_-_J-SR/fNGl~k'P~ :4'1xP. DATE DATE INITIAL ENGll'EEROFW'.lfl( REVISION DESCRIPTION DWN BY: ~--1 PROJECT 0 DATE INITIAL DATE INITIAL CHKD BY: _i_;;:, N • R"WD BY·. CT99 · 03 OTHER~AL arv APPRCVAL • I DRAWING NO. 397 -2I ~------- ' ffi w a: Cl < ~ ~ ~ w ~ < ~ ~! Zf-Wz ~w gill w> >o wee Cle. 3:.i! VWD 02-002 ii '------------------------------------------------------------------------------------_.;;. __________________ __.~~ I I \030603 \ LAN CONCEllN LA.NDSC PB AaCHITBCTua• J75 II, D•aa.B AYlilNtJ8 SAN'l'A KA, <lAt.lSOkl!f?A S):1'70f PLANTING LEGEND ESP. GAL. G.C. HT. L.A. L.C. MIN. M.T. o.c. RWO. S.L.A. SPEC. SP. ESPALIERED GALLON CONTAINER GROUND COVER HEIGHT LANDSCAPE ARCHITECT LANDSCAPE CONTRACTOR MINIMUM MULTI-TRUNKED· ON CENTER REDWOOD SELECTED BY L.A. SPECIMEN SPREAD PLANTING KEY GENERAL NOTE GENERAL PLANTING NOTES 1. ALL BOXED TREES WILL BE SELECTED BY 1HE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. 2. ALL SHRUB BED AREAS ARE TO RECEIVE 3' MIN. DEP1H OF SHREDDED FIR BAFlK IN ADDITION TO THE GROUND COVER SPECIFIED, IF ANY. 3. 1HE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THI: FIELD WllH 1HE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB 1HAT IS PLANTED Wl1HOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN 1HE WRONG POSITION. 4. 1HE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR 1HE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF 1HERE IS A CONFLICT Wl1H SUBSURFACE DRAIN LINES OR STORM DRAINS. SHRUB SET-BACK NOTE ALL LOCATIONS OF MEDIAN PLANTING AREAS AND MEDIAN DRAINS PER CIVIL ENGINEER'S PLANS. SHRUB PLANTINGS ADJACENT TO ALL PAVING SHALL BE PLANTED WITI-1 THE CENTER OF THE SHRUB SET BACK FROM THE EDGE OF PAVING A DISTANCE OF THE O.C. SPACING CALLED OUT IN THE LEGEND FOR THAT SHRUB. PLAN: POINSETTIA LANE 40 I 20 I 0 I 4P ri GRAPHIC SCAI.E 1'=40' 120 I SYMII/ABIIR. El AA e AS Qca 0cs 0 DB (2) EN g HO <l) HS CD LM $ LY 9 LO ~ LI 0 PS * PT • RIB 0 RC Q RV 8 RO SHRUB LEGEND IIOTANICAL NAME COMMON NAME AGAPANTHUS 'PETER PAN' OWAAFLILY OF THE NILE ARC HT OST APHYLOS EOMUNOSII LITTLE SUR MANZANITA 0EONOTHUS G. 'HORIZONTAUS' PROSTRATE CARMEL CEANOTHUS CISTUS SKANBERGII ROCKROSE DIETES BICOLOR FORTNIGHT LILY ENCELIA FARINOSA DESEAT ENCELIA HEMEROCALLIS HYIIIUD-ORANGE ORANGE DA YLIL Y HEUCHERA SANGUINEA CORAL BELLS LANTANA MONTEVIDENSIS PURPLE TRAUNG LANTANA LANTANA M. 'SPAEADI~ SUNSHINE" YELLOW TRAILING LANTANA LAVANDULA DENTATA 'CANDICANS' CANCICANS' LAVl!NDEA LAVANOULA INTEAMEDIA LAVANDIN PENNISETUM S. 'DWARF RED' 'DWARF AED' FOUNTAIN GRA88 PHORMIUM TENAX 'BRONZE BABY' DWARF BRONZE FLAX RHAPHIOl.EPIS INDICA 'BALLERINA' DWARF l~IA HAWTHORNE AHAPHIOI.EF»l9 INOICA 'CLARA' INDIA HAWTHORNE RISES VIBUANIFOLIIJM CAT ALINA PERFUME AOSMAFUNUB 0. 'LOCKWOOO DE FOREST' 'LOCKWOOC OE F<AIEST' ROSEMARY !STRICT APPROVALS CARLSBAD MUNICIP. ROBERT J. WOJCIK RCE • 33968 DISTRICT ENGINEER TIIIANGULAR SIZE QTY, 2'0.C. 1 GAL 108 4'0.C. 5 Gifll, 9 B'O.C, 5GAL. 18 5'0.C. SGAL. 28 3'0.C. 1 GAL . 3'0.C. SGAL. 72 3'0.C. 1 GAL. - 2'0.C. 1 GAL. - ◄'O.C. 1 GAL. - ◄'0.C. 1 GAL. . :ro.c. 1 GAL. - 3'0.C. 1 GAL. - 3'0.C. 1 GAL 31 6'0.C. 5GAL. - 3'0.C. 5GAL. . 4'0.C. SGAL ~- fl'O.C, SGAL 13 3'0.C. 1 GAL 92 BASEf EL CAMINO REAL B SHRUB PLAN POINSETTIA LANE KEY MAP "A5 ~UJI..-T" tk-eA#,,,. --J.. o /,.., /65 ~,-~ LANDSCAPE ARCHITECT a~-i!l~e~,_',_'. /JJ,, _ _::-~_ -_ -_ -_____ (,_,l,..,,~=()3"""' """'.,,...,...,.., ANDREWC.N. BOWDEN R.L.A. 1801 DATE NO. fBHEETl CITY OF CARLSBAD ,----+----+--------------+-----+----<..-.---+----1 ~ ENGINEERING DEPARTMENT ,-..---t---+-----------------+---,-..---+---+-----1 IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS STA. 27 + 50.00 TO 34 + 00.00 I APPROdD: y I +---1--+-------------+---+---+----+---, 14,d.~;&~~~u::,:i;..:..,isi·tin:)!:!'1£.l~-"'---. ~D,-, .. E:, ,---1--+----------------+--->---+---+----1 :=c=1T=Y=E=N=G=1 =E=R==iv.~.c=·=E=·===E=x=P=. =~:::::==m=~· f-,~=-f~~----------------+-,~~1-,,,,,~.,.+-~~+-,=-.-i DWN BY: -=:--:--DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: EIGNEERCIFw:A< REVISION DESCRIPTION OTI-ERAPPROVAL arYAPPFOVAL c:.Rc.:..VWDc.:..::..B::cYc...: -====' PROJEC"(NO. CT99· 03 DRAWING NO. 397 -2I VWD 02-002 1---------------------------------------------------------------------------------------__, , . ti) il:i H! Cl ~ :s !:c w ~ < ~ ti) ~ti) ~~ Zt-Wz ~w grri w> >o w!f ~~ ~tii a::W ~~ \ ' 030603 LAND CONCBaN LA.NDSCAPII AacHJ'tlCTV&I SAN'l'A ANA, CALI-,OIINIA pa705 (949) :1so•4822 NOTEI QJ NOTES A B C D E F • PAVING LEGEND AREA MATERIAL STYLE/ FINISH MANUF. NAME/I COLOR NOTES MEDIAN 4' THICK INTEGRAL --~ INSTALL PER MANUFACTURER'S AND ST AMPED COLOR RIVERSTONE NIA GIW~ ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE A-rTENTION OF THE CIVIL ENGINEER. ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. ALL SAWCUT SCOREUNES TO BE 1/4" WIDE AND 1t.2" DEEP; TO BE STRAIGHT AND PRECISE. PRIOR TO INSTALLATION, A 1 O' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. . ROOT & WATER BARRIER NOTE A 24" LINEAR ROOT BARRIER (DEEP ROOT MODEL #IJB 24-2 OR EQUAL) SHALL BE USED ADJACENT TO D.G. AND A.C. PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONC. OR A.C. EXTEND ROOT BARRIER MATERIAL 10' MIN. BEYOND TREE PLANTING IN BOTH DIRECTIONS. A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL# WB 24 OR EQUAL) SHALL BE INSTALLED ADJACENT TO ALLCONC. AND A.C. CURBS. WATER BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE ROW OF MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO ADJACENT PAVING WITH A BEAD OF SILICONE SEALANT. PR 2-24" BARK MUCLH NOTE ALL PLANTING AREAS TO RECEIVE 2" OF SHREDDED BARK MULCH. SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT. PR 1-24" PR 3-24" PLAN: POINSETTIA LANE GRAPHIC SCALE 1"=40' GENERAL PLANTING NOTES 1. All BOXED TREES Will BE SELECTED BY THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. 2. All SHRUB BED AREAS ARE TO RECEIVE 3• MIN. DEPTH OF SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER SPECIFIED, IF ANY. 3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD wrrH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOVT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUlSURFACE DRAIN LINES OR STORM DRAINS. TREE TAG NOTE ALL TREES ARE TO BE SELEClED AND SPOTTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO BID SIZES AS INDIC.A TED ON PRICES PER BERGEN NUR3ERIES. CONTACT DEAN WENDT(714) 528-0716 GENERAL NOTE ALL LOCATIONS OF MEDIAN PLANTING AREAS AND MEDIAN DRAINS PER CIVIL ENGINEER'S PLANS. PR 2-24" SYMBOL 0 * 0 BASEg POINSETTIA LANE EL CAMINO REAL KEY MAP TREE LEGEND ABBREV. BOTANCAL NAME COMMON NAME COMMENTS QTY. SIZE HA HETEROMELES ARBUTIFOU1 TOYON --24" BOX - PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE 8 24" BOX . -Rt-RI 11:19 l~l=FE9RIF8l:l,t, 1::E:Me~•,trBE BEAR¥ -f"' ee~ .SH SAoH~ Hl:JCJG&rt-1,A. M~ 5 c:;,.o.L,. PLANTING LEGEND ESP. ESPALIERED GAL. GALLON CONTAINER G.C. GROUND COVER HT. HEIGHT L.A. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR MIN. MINIMUM M.T. MULTI-TRUNKED O.C, ON CENTER RWD. REDWOOD S.L.A. SELECTED BY L.A. SPEC. SPECIMEN SP. SPREAD PLANTING KEY LANDSCAPE ARCHITECT TREE AND G.C. PLAN ANDREW C.N. BOWDEN R.LA. 1801 DATE NO. I SH58EET I CITY OF CARLSBAD 1---+---1---------------1---l---i---l-----l ENGINEERING DEPARTMENT fSHrnil ~ l---+---1---------------1---l---1----l-----1 IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS STA. 34 + 00.00 TO 40 + 00.00 l-:c=::-+-=1---------------1---l----li---l-----1 OWN BY: ---1 "'R""OB;,;;E"'R""T~J.-. "w""o""Jc~l'7K'R"'C""E~--,,3""39~e"'"s_..:!ll,_,_"'"A.,...TE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DISTRICT ENGINEER EI\GINEERC:1'\\\'.JRK REVISION DESCRIPTION crrHERAPPROVAL CITY.APPROVAL RVWD BY: PROJECT NO. CT99-03 I DRAWING NO. . 397-21 VWD 02-002 ' U) ~ C, < ~ :5 !c: w ~ < Iii U) z ~~ 1-a. ffi1-::;;Z a.~ gw w> >o wa: oa. s:::;; ~tii a:W oa: L-------------------------------------------------------------------------------------------------------------------------------------1::;;~ . I I 030603 I _J LAND CONCERN LANDSC ... PII Aa.cHJTIICTtra ■ 17$0 II, Dll■llll 4v11wu'11 SANTA .ANA, CALIFOllNIA 92-70$' (po) a5<l-,4,a:n PLANTING LEGEND ESP. GAL. G.C. HT. LA. LC. MIN. M.T. o.c. RWD. S.L.A. SPEC. SP. ESPALIERED GALLON CONTAINER GROUND COVER HEIGHT LANDSCAPE ARCHITECT LANDSCAPE CONTRACTOR MINIMUM MUL Tl-TRUNKED ON CENTER REDWOOD SELECTED BY L.A. SPECIMEN SPREAD PLANTING KEY 0?s ... ) ___ __..: ::;,::r.:,.::D ~ : Q..._LON OFI BOXIIZI!! QUAN'nT'f' Ol'llfUNTMAffNAL GENERAL NOTE GENERAL PLANTING NOTES 1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. 2. ALL SHRUB BED AREAS ARE TO RECEIVE 3' MIN. DEPTH OF SHREDDED FIR BARK IN ADDmON TO THE GROUND COVER SPECIFIED, IF ANY. 3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD WilH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITil SUBSURFACE DRAIN LINES OR STORM DRAINS. SHRUB SET-BACK NOTE ALL LOCATIONS OF MEDIAN PLANTING AREAS AND MEDIAN DRAINS PER CIVIL ENGINEER'S PLANS. SHRUB PLANTINGS ADJACENT TO ALL PAVING SHALL BE PLANTED WITH THE CENTER OF THE SHRUB SET BACK FROM THE EDGE OF PAVING A DISTANCE OF THE O.C. SPACING CALLED OUT IN THE LEGEND FOR THAT SHRUB. SYMBJABBR. G AA ® AS Ei)ro 0cs 0 DB 0 EN 8 HO 0 HS (I) L.M Q:l LY @ LO tzlU (S) PS * PT • RIB 0 RC Q RV 0 RO ' SHRUB LEGEND IIOTANICAL NAME COMMONNAMI:: AGAPANTHUS 'PETER PAN' DWARF LILY OF THE NILE ARCHTOSTAPHVLOS EOMUNOSII LITTLE SUR MANZANITA CEONOTHUS G. 'HORIZONTAUS' PROSTRATE CARMEL CEAN01'1-1.JR CISTUS SKANBEAGII AOCKAoeE DIETES BICOLOR FORTNIGHT LILY ENCEUA FARINOSA DESERT ENCEUA HEMEROCALLIS HYBRID-ORANGE OFIA.~E DAVLR.. V HEIJCHERA SANGUINEA CORALBELL.8 LANT ANA MONTEVIDENSIS PURPLE TRAILING l:.ANTANA LANT ANA. M. 'SPREADING SUNSHINE' YELLOW TRAILING LANTANA LAVANDULA CJENTATA 'CANOICANS' CANDICANB' LAVENDER LAVANDULA INTERMEDIA LAVANDIN PENNISETUM 9. 'DWARF RED' 'DWAAF RED' FOUNTAIN GRASS PHORMIUM TENAX 'BRONZE BABY' DWARF BFK>NZE FLAX "HAPHIOLEPIS INDICA 'BALLERINA' DWARF INDIA HAWfHORNE RHAPHIOLEPIS INOICA 'CLARA' INOIA HAWTHORNE RIBES VIBUANIFOUUM CATALINA PERFUME ROSMARINUS 0. 'LOCKWOOD OE FOREST" 'LOCKWOOD OE FOREST' ROSEMARY POINSETTIA LANE PLAN: POINSETTIA LANE 40E=::!20E=30====4~0~===BOE===:3120 GRAPHIC SCALE 1"=40" 36-1 ROBERT J. WOJCIK RCE -33968 DISTRICT ENGINEER 'ffllJAiiiil:D SIZI:: QTY, SPACING POINSETTIA LANE 2'0.C. 1 GAL. . EL CAMINO REAL 4'0.C. SGAL. . 8'0.C. 5GAL. - 6'0,C. SGAL. - 3"0.C. 1 GAL. 23 3'0.C. 5GAL. - 3'0.C. 1 GAL. 57 2"0.C. 1 GAL. - 4'0.C. 1 BAL. SIi 4'0.C. 1 GAL. 38 3'0.C. 1 GAL. 41 3'0.C. 1 GAL - 3'0.C. 1 GAL -KEY MAP 5'0.C. !GAL. 18 3'0.C, 5GAL. :!8 4'0.C. 5GAL. - O'O.C. 5GAL. - 3'0.C. 1 GAL 38 '!A-!> 2>1-JIL... •" Ja~;J:~• e~~~~~;r,~===--- LANDSCAPE ARCHITECT BASEg SHRUB PLAN fsHEE1'l CITY OF CARLSBAD 1---+--+---------------+---+~-+---+-~ ~ ENGINEERING DEPARTMENT 1---+--+---------------+---+--+---+-~ IMPROVEMENT PLANS FOR: [sHErn] ~ DATE INITIAL ENGlt-EERa=WCff< REVISION DESCRIPTION POINSETTIA LANE AT LA COSTA GREENS STA. 34+00.00 T040+00.00 PROJECT NO. CT99-03 DRAWING NO 397-2I VWD 02-002 L------------------------------------------------------------------------------------------' I I I , I en ffi :l! Cl ~ :5 ~ w ~ < ~ en z ~! z~ Wz :::i:w ll. ::IE 9~ ~1£ Cl ll. :!: :I: !f tu a:W oa: :::; tii ·030603 LAND CONCERN LANO.CAPIII AacHITacTtr•• 17S0 II, 1>111 ■ .. B AYB-Wtl ■ SAWTA ANA, CALIFO&NIA 9:z.1os (po) 1sa,4au -- . ----------------------------~~ / ~ ·r·-------., .. --------------:.---·----_,:~~------------+ ---~----~--0 00 ' · -------------------------d' It)~ .. -... ---" ---TT\"'-L"'-NE m-------~ ---:'!3 · . ,,,,--. · \ NSE " " . -.-. . .. ;:;~1ts~· ' · ., < --• ---~-4'.. 0 pQ\ _ .... ;;;;;;;;::--,.,;::--':-"".'"7'•.:::··:••:::: .... •::.:·:·:··:·:·:·••:•:.*......-'-" ~~,~--... .._ m,.....__ . --------·-··-::Mffl~~€~~~t'.:~-7--::::.:::~~l~ ~ Cl>% c:;;..~,,~~·">:• ,,,,;,,,,:;,Al.··,,.,~ · 42 --·---;;,;;,['~....,.- _.,...,,,,,,,,.""""''O uJ t -'-~_-_---_-"_""""'_-_--_-.,_,-- . ~ 'IA 5 . l&UIL-T" - PLAN: POINSETTIA LANE GRAPHIC SCALE 1 "=40' . -POINSETTIA LANE -EL CAMINO REAL ----:;,-e ' I k ' • I a-,-' h 1 NOTE# Cl NOTES A B C D E F ' C 'f g j • di ~ I-~:,-- I ' . \( - AREA MEDIAN ISLAND b J KEY MAP PAVING LEGEND MATERIAL STYLE/ RNISH MANUF. COLOR 4" THICK INTEGRAL STAMPED COLOR RIIIERSTONE NIA CONCRETE PAVING NOTES INSTALL PER MANUFACTIJRER'S AND SOILS ENGINEER'S RECOMMENDATIONS CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. ALL CONCRETE COLOR AND RNISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. ANY CHANGES TO THE HAROSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. ALL SAWCUT SCORELINES TO BE 114" WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE. PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. FOR HARDSCAPE ONLY. LANDSCAPE ARCHITECT NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. BASEh TREE AND G.C. PLAN ANDREW C.N. BOWDEN R.LA. 1801 ~ QTY OF CARLSBAD ~ f----+---lf-----------------1-----1---1----1---~ ENGINEERING DEPARTMENT ~ 1----1---1--------------+---4---l--+--j :::l::::M::::::P:::::RO;:V.;E::::::M;::::E=NT::::::::PL=A:=N;::::S:::F::::::O:::::R=: ====='--'====:; POINSETTIA LANE l~TII ITV n1~TRJCT APPROVALS -..........._ AT~ COSTA GREENS ====-.......___,,,,...,.. _______ -.,= '"======ST::::A:::. =:::4::::0 +::::::00::::::.00==:T::::0:::::4::::6 +::::::00::::::.00::::=====::::; XXXXXXXXXX DATE f---+---J-----------------1----1---1----1-~ r I APPROVED: l!IY-I Ul l~lll"'IP ROBERT J. WOJCIK RCE -33968 DISTRICT ENGINEER Li <E , ,d-l4-;Q-i: ~ a k 3...Dl"'S:·IB •11CJ1t==t==t==============t=j==t=j==J bify ENG1Nh 7t«. EXP. ~6~P DWN BY: -:--:---PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~-CT99 -03 397 -2I OTI-IERAPPROVAL CITY APPROVAL RVWD BY: ~=~------__, '----~ DATE INITIAL ~ATE ENJINEERa'v.a1K REVISION DESCRIPTION I VWD 02-002 ' ffi ~ C, i :5 ~ w ~ < ~ (/) z ~~ 1-D. Z1-W15 ~~ ~~ oD. ;::::ii Ql- 0:: It! ~IE '---------------------------------------------------------------------------------------------------------------------------------'~(/) i I ..... ------------------------------------------------------------------------------------------------------------------------------------------,.., LAND CONCBRN LANPSCAPB AMcNJTIIC'1'UkW 1750 Ill, DBIIJIUI AVBNUII SANTA ANA, CA1.ll'OP.NIA 9':t?O', (949) 2,so-482-a ---- "k.G 11!>1.JIL-T" a~~ PLAN: POINSETTIA LANE 40E=::20E=OE===340~===80E====l120 GRAPHIC SCALE 1""'40' POINSETTIA LANE EL CAMINO REAL a KEY MAP PAVING LEGEND NOTE# AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES MEDIAN ,f' THICK INTEGRAL INSTALL PER MANUFACTURER'S AND ~ STAMPED COLOR RIVEASTONE )0ot . N/A c~ ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS NOTES A CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. B ALL CONCRETE COLOR AND FINISHES TO BE CbNSISTENT AND NOT MOTTLED C ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. D ANY CHANl3ES TO THE HARDSCAPE DESIC3N WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. E ALL SAWCUT SCORELINES TO BE 11,t' WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE. F PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. FOR HARDSCAPE ONLY. LANDSCAPE ARCHITECT NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. BASEh SHRUB PLAN ANDREW C.N. BOWDEN A.LA. 1801 DATE fstiEETj arv OF CARLSBAD 1----+--+---------------+---+--+---+-----1 ~ ENGINEERING DEPARTMENT 1----+--+---------------+---+--+---+-----l IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS NO. VWD 02-002 L--------------------------------------------------------------------------------------------------------------------- I I ~ 0 ::E ' en in w a: (!J ~ :'.5 < w ~ < I= w UJ ~! 1--a. z 1--W z ~w 0 :I: ...Jw w> >a wa: oa. ~ :I ~tu a:W g~ 030603 ~- I TREE TAG NOTE GENERAL PLANTING NOTES ALL TREES ARE TO BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT. CONTRACTOR TO BID SIZES AS INDICATED ON PRICES PER BERGEN NURSERIES. 1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. CONTACT DEAN WENDT (714) 528-0716 CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. 2. ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER SPECIFIED, IF ANY. 3. THE PLACEMENT (SPOTTING!) OF' ALL PL.ANT MATERIAL TO BE REVIEWED IN THI: FIELD WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED GENERAL NOTE i~1iiiTroR~i~rf~~~~~JGB~c5'~~l'i5~T TO TRANSPLANT IF IT IS 4. THE LANDSCAPE.CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 1 ALL LOCATIONS OF MEDIAN Pl.ANTING AREAS AND MEDIAN DRAINS PER CIVIL ENGINEER'S PLANS. 5. ADJUSTMENTS TO TREi;: LOCATIONS ARE TO BE MADE IF THERE 1$ A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS. BARK MULCH NOTE ALL PLANTING AREAS TO RECEIVE 2" OF SHREDDED BARK MULCH. SAMPLE TO BE APPROVED BY LANDSCAPE ARCHITECT. - TREE LEGEND SYMBOL ABBREV. BOTANICAL NAME COMMON NAME COMMENTS LAND CONCERN LANDSCAPE ARCHITECTURE I750 E. DEE.RB A VENUE SANTA ANA, CALIFORNIA 9~705 (949) 2,50-482,2, 0 HA HETEROMELES ARBUTIFOLI TOYON ~ PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE 0 -R!-Al ll:19 llfl"EOAIFOLlilt LEMOUil<BE Ben">{ SH ~c.1.9~ t,,lt.i(IC,d.Ht;. ROOT & WATER BARRIER NOTE A 24" LINEAR ROOT BARRIER (DEEP ROOT MODEL #UB 24-2 OR EQUAL) SHALL BE USED ADJACENT TO D.G. AND A.G. PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONC. OR A.G. EXTEND ROOT BARRIER MATERIAL 10' MIN. BEYOND TREE PLANTING IN BOTH DIRECTIONS. A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL# WB 24 OR EQUAL) SHALL BE INSTALLED ADJACENT TO ALL CONG. AND A.G. CURBS. WATER BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE ROW OF MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO ADJACENT PAVING WITH A BEAD OF SILICONE SEALANT. PLAN: POINSETTIA LANE 40 20 0 40 80 GRAPHIC SCALE 1 '=40' ' ' 120 QTY. 8 NOTE# l:rl NOTES A B C D E F SIZE 24" BOX 24" BOX !it" BOK 15'~. PAVING LEGEND AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES MEDIAN 4" THICK INTEGRAL • INSTALL PER MANUFACTURER'S AND STAMPED COLOR RIVERSTONE 1-_. . . N/A ~ ISLAND CONCRETE PAVING . ,-, SOILS ENGINEER'S RECOMMENDATIONS POINSETTIA LANE EL CAMINO REAL CONCRETE TO BE FORMED PEA CIVIL ENGINEER'.$ PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN 11NFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. a ANY CHANGESTO THE HARDSCAPE DESIGN WITHOUT PRIOA APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. All SAWCUT SCORELINES TO BE 1/4" WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE. PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL SE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPAOVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. KEY MAP PLANTING LEGEND ESP. ESPALIERED GAL. GALLON CONTAINER G.C. GROUND COVER HT. HEIGHT L.A. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR MIN. MINIMUM M.T. MULTI-TRUNKED O.C. ON CENTER RWD. REDWOOD S.L.A. SELECTED BY L.A. SPEC. SPECIMEN SP. SPREAD PLANTING KEY POINSETT/A PR 1-24" PR 3-24" '!,4.S 1:?>UIL-"f"N LANDSCAPE ARCHITECT BASEi TREE AND G.C. PLAN ANDREW C.N. BOWDEN ROBE T J. WOJCIK RCE -33968 DISTRICT ENGINEER DATE IN TIAL ENGINEER OF WORK [1Rffi'sl L2!...J Gi<.Ne:s:> OIJ :a-1:1--03 IMPROVEMENT PLANS FOR: REVISION DESCRIPTION . POINSETTIA LANE AT LA COSTA GREENS STA. 46 + 00.00 TO 52 + 00.00 I DRAWING NO. 397 -2I PRELIMINARY NOT FOR CONSTRUCTION VWD 02-002 ' (/) z w w a: (!:) ~ 8 (.) ~ ~ w z ~ < ~ 0 ~~ it ~ " :'.S ~ I-c.. N ~ fE !z s. ::;; w ~ c..:; -.J \&'; gw ~~ ~ -...J I Cl C.. N ;.: ::::. ,-o'I jf tii a:W oa: ::::. ti; --------------------------------------------------------------------------------------------------------------------------------------------------,1 LAND CONCERN LANDSCAPE ARCHITBCTORE 1750 T;l. [)TIF.RR AVENUE SANTA ANA, CALIFORNIA 92,705 (9,rn) 250,482.2 SYMllJAl!BR. 0 AA e AS Qco ©cs 0 DB 0 EN 9 HO • HS (]) LM (I) LY 9 LO e, LI ~ PS * PT 0 RIB 0 RC 0 RV 8 RO SHRUB SET-BACK NOTE SHRUB PLANTINGS ADJACENT TO ALL PAVING SHALL BE PLANTED WITH THE CENTER OF THE SHRUB SET BACK FROM THE EDGE OF PAVING A DISTANCE OF THE O.C. SPACING CALLED OUT IN THE LEGEND FOR THAT SHRUB. GENERAL NOTE ALL LOCATIONS OF MEDIAN PLANTING AREAS AND MEDIAN DRAINS PER CIVIL ENGINEER'S PLANS. PLANTING LEGEND ESP. GAL. G.C. HT. L.A. L.C. MIN. M.T. o.c. RWD. S.L.A, SPEC. SP. ESPALIERED GALLON CONTAINER GROUND COVER HEIGHT LANDSCAPE ARCHITECT LANDSCAPE CONTRACTOR MINIMUM MULTI-TRUNKED ON CENTER REDWOOD SELECTED BY L.A. SPECIMEN SPREAD PLANTING KEY --... -- SHRUB LEGEND . BOTANICAL NAME COMMON NAME TRIANGULAR SIZE QTY. AGAPANTHUS 'PETER PAN' DWARF LILY OF THE NILE 2'0.C. 1 GAL. . ARCHTOSTAPHYLOS EDMUNDSII LITTLE SUR MANZANITA . 4'0.C. 5GAL - CEONOTHUS G, 'HORIZONTALIS' PROSTRATE CARMEL OEANOTHUS B'O.C. 6GAL - • CISTUS SKAN!ERGII ROCKROSE 5'0.C. !5 GAL. - DIETES BIOOLOR FORTNIGHT LILY 3'0,C. 1 GAL, - ENCELIA FARINOSA DESERT ENCELIA 3'0.C. 5GAL. - HEMEROCALLIS HYBRID-ORANGE ORANGE DA.YLILY 3'0.C, 1 GAL . HEUCHERA SANGUINEA CORAL BELLS 2'0.C. 1 GAL . LI\NT ANA MONTEVIDENSIS PURPLE TRAILING LANTANA 4'0.C, 1 GAL . LA.NT ANA M. 'SPREADING SUNSH!NE' YELLOW TRAILING LANT ANA 4'0.C. 1 GAL •• LAVANDULA DENT AT A 'CANOICANS' CANOICANS' LAVENDER 3'0.C, 1 GAL 41 LAVANOULA INTERMEOIA LAVANOIN 3'0.C. 1 OAL . PENNISETUM S, 'DWARF RED' 'DWARF RED' FOUNTAIN GRASS 3'0.C, 1 GAL . PHORMIUM TENAX 'BRONZE BABY DWARF BRONZE FLAX 5'0.C, 5GAL. ,. RHAPHIOLEPIS INDICA 'BALLERINA' DWARF INDIA HAWTHORNE 3'0,C, 5GAL 26 RHAPHIOLEPIS INDICA 'CLARA' INDIA HAWTHORNE 4'0.C. 5GAL . RIBES VIBURNIFOLIUM CATALINA PERFUME e'O.C. 50AL . ROSMARINUS 0. 'LOCKWOOD DE FOREST' 'LOCKWOOD DE FOREST' ROSEMARY 3'0,C, 1 GAL . PLAN: POINSETTIA LANE 40 20 0 40 80 120 GRAPHIC SCALE 1 "=40' GENERAL PLANTING NOTES 1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. 2, ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER SPECIFIED, IF ANY. 3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION, 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS. 0 BASE ROBERT J. WOJCIK ACE -33968 DISTRICT ENGINEER DATE INITIAL ENGINEER OF WORK EL CAMINO REAL a ■ I SHRUB PLAN DATE POINSETTIA LANE KEY MAP ~ 12,l.111..,. .,.. LANDSCAPE ARCHITECT ANDREW C.N. BOWDEN R.L.A 1801 DATE I APPROVED:"" 4<, "t?~ '6 OWNBY: NO, fSHffisl ~ ~,, ATE REVISION DESCRIPTION INITIAL DATE INITIAL CHKDBY: ---1 OTHER APPROVAL CITY APPROVAL RVWDBY: DRAWING NO. 397 · 2I i 102504 ------------------------------------------------------------78 i LAND CONCERN LANDSCAPE ARCHll'BCTURI'. 1750 B. DEREU! AVENUE SANTA ANA, CALIFORNIA 9~705 PLAN: POINSETTIA LANE 40 20 0 40 80 120 ~~E====:!:::::====:E=~ GRAPHIC SCALE 1 "=40' I I -1 I I \ _\ -, > ROBERT J. WOJCIK RCE -33968 DISTRICT ENGi NEER POINSETTIA LANE EL CAMINO REAL KEY MAP ---- ---- n,a.s 16LJIL. T'' LANDSCAPE ARCHITECT BASEj TREE AND G.C. PLAN .Ja~!'.::· 0i~4,,~/J;;,~==:::::;;;;;;;.._:JL71~.,../f:.(<>:!_t -~ ANDREW C.N. BOWDEN R.L.A. 1801 DATE NO. AT LA COSTA GREENS STA. 52 + 00.00 TO 58 + 00.00 PRELIMINARY NOT FOR CONSTRUCTION VWD 02-002 102504 LAND CONCERN LANDSCAPB ARCHI'l'ECTllRR 1750 E. DDER1' A VENUE SANTA 11.Nh, CALIPOJ'I..NlA 92,705 (949) 2.50-4R2.2, POINSETTIA LANE EL CAMINO REAL KEY MAP I I \ ----=-~------r--8 g --------+/~==:::::1--= -=.\ .,;=. =-----SI_GHT DISTANCE-5501 -_ -~ ~!,:-~=="""""--===~~=:""~:="''""::= > = - ,............,............,.....,,."""""".,,,.,,,.,..,,..,,,,,............==~~=s o I T DISTANCE __§5 -S/GljT QJSIANCL---- -____ ~~~~~===~=~~0Jt~=~====-----~~~~-:~:~-~:::~~~~:~~~~~~~~~~~::::~~~~~~~~~~~~~~~~====~~~~~~~~~~,;1~~~------~w± ~0 ~~I , 2 == , PLAN: POINSETTIA LANE 40E =320~30 ====4Eo===3eo====='120 GRAPHIC SCALE 1 "=40' LANDSCAPE ARCHITECT BASEj SHRUB PLAN ANDREW CN BOWDEN RLA 1801 STA. 52 + 00.00 TO 58 + 00.00 I APPROVED: ,F . ;:' I .4.1""' -~~ ~ ~bkv ~=.!""-''-LD""'-'t ________ i-_-_-_-..j.+-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_1----_-_-➔+-_-_-_-_1----_-_-➔+-_-_-_1 C,;;:;:ITY~Ei!:;N~~~NE;;;iE'r~~A;i_~~-;;::;_;c::a:;c:!::!:~EX"'P .... --D'A"i'E 1--,:-=,,-+.,=-:-:-+--------------+-,==-+;;;;,;,rrrl-,;;.;;=-+,;;-;mrn OWN BY: __ _ ===-,...,.,-,,.-==-,=......-.=-=----''""""'=-:-DATE INITIAL DATE INITIAL DAT INITIAL CHKDBY: __ _ ROBERT J. WOJCIK ACE -33968 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT99-03 I DRAWING NO. 397 · 2I DISTRICT ENGINEER '----------' PRELIMINARY NOT FOR CONSTRUCTION VWD 02-002 102504 • ~ w ffi <( I-8 :5 ~ ~ s; I= i(/) e::, ~ ~~ O"I 1-C. tit CJ ~~ 0 :i:w ~ w c.:; -..J \0 gw ..... -...J w> >o I wa: N oc. ~ ;;:: :; QI- a: ltl a:a; 01-:;(I) TREE TAG NOTE -/ ., ALL TREES ARE TO BE SELECTED AND SPOTTED BY THE LANDSCAPE ARCHITECT. SYMBOL CONTRACTOR TO BID SIZES AS INDICATED ON PRICES PER BERGEN NURSERIES. -~ 0 CONTACT DEAN WENDT (714) 528-0716 ~ GENERAL NOTE 0 ~ ALL LOCATIONS OF MEDIAN PLANTING AREAS c; AND MEDIAN DRAINS PER CIVIL ENGINEER'S PLANS. ' NOTE# BARK MULCH NOTE >-[:!l NOTES ALL PLANTING AREAS TO RECEIVE 2" OF > A SHREDDED BARK MULCH. SAMPLE TO BE 1 ..... APPROVED BY LANDSCAPE ARCHITECT. B C ' D E F ~ ' ... 0 0 1~ ~ ---- - I "\. LAND CONCERN LANDSCAPE ARCHITECTURE 1750 E. 01:!ERE A VENCI:! SANTA ANA, CALIFORNIA 92-705 (949) 250~48;2.2. .. e:= SIGHT D1So/°1if ~ --- . <i. . I 1-i 550•-~ -8 ., w -· ~w ..J :x:: I :x:: (I) Ow -~wr - :E (I) ) -A - ----I ,_,, / ~ , y • . -., ' V \ _r f y V h TREE LEGEND r'' ABBREV. BOTANICAL NAME COMMON NAME COMMENTS QTY. SIZE HA HETEROMELES ARBUTIFOLII TOYON . . 24" BOX . PR PLATANUS RACEMOSA CALIFORNIA SYCAMORE 6 24" BOX . -Al--AHl:ffi-lNTEeRIFOl:.fA-bEMO~j,A,QE BERRY . l!_.11 BOl( eM 5AMe,uc,1· 10 l'11!JXICANA Mi!!XIU.N ~~ I 11; G:,,<l,.L,. PAVING LEGEND AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES 4' THICK INTEGRAL INSTALL PER MANUFACTURER'S AND MEDIAN STAMPED COLOR RIVERSTONE ,,,. -• N/A ~ ISLAND CONCRETE PAVING . . . SOILS ENGINEERS RECOMMENDATIONS .. CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PlAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM lANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. ALL SAWCUT SCORELINES TO BE 1/4" WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE. PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. ---- SIGHT-DISTANCE -- 550' .. -- P~NSETT_!Af-AN~-~ ...i...._ -~ . I~ If, ' ~ -·\ . ~ . \ 1r - - 'T .. • --------- I PR PR PR 2-24" 1->·.:4" ·1~24" ~ . -j . /-. -' ~ J - ' PLAN: POINSETTIA LANE 40 20 0 40 80 120 GRAPHIC SCALE 1 "a:40' • GENERAL PLANTING NOTES 1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. ,~ 2. ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF • SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER SPECIFIED, IF ANY . -,,, 3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE I REVIEWED IN THE FIELD WITH THE LANDSCAPE ARCHITECT \ PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS ) DEEMED TO BE IN THE WRONG POSITION. l 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. I-< 5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS. . i-- ◄) . 0 -0 -=l-~ I ----- 0-00 (,0 .. • I~ ~ Q)-...._ .(,_ I . ~3 "4w 62 . . . . ' ·z -I ..J -< ~ --,~ ---- :E ) POINSETTIA LANE EL CAMINO REAL co (,0 ci -- KEY MAP ROOT & WATER BARRIER NOTE A 24" LINEAR ROOT BARRIER (DEEP ROOT MODEL #UB 24·2 OR EQUAL) SHALL BE USED ADJACENT TO D.G. AND A.C. PAVING WHERE TREES ARE PLANTED WITHIN 5' OF NEAREST CONC. OR A.C. EXTEND ROOT BARRIER MATERIAL 10' MIN. BEYOND TREE PLANTING IN BOTH DIRECTIONS. A 24" LINEAR WATER BARRIER (DEEP ROOT MODEL# WB 24 OR EQUAL) SHALL BE INSTALLED ADJACENT TO ALL CONC. AND A.C. CURBS. WATER BARRIER JOINTS SHALL OVERLAP 6" MIN. AND BE SEALED USING DOUBLE ROW OF MANUFACTURER'S SEALANT TAPE. SEAL BARRIER TOP TO ADJACENT PAVING WITH A BEAD OF SILICONE SEALANT. .. z _________ _ ti---.....--~"'""""-_,,,__ w :x:: :---J+----w----- (/) PLANTING LEGEND ESP. ESPALIERED GAL. GALLON CONTAINER G.C. GROUND COVER HT. HEIGHT L.A. LANDSCAPE ARCHITECT L.C. LANDSCAPE CONTRACTOR MIN. MINIMUM M.T. MUL THRUNKED O.C. ON CENTER RWD. REDWOOD S.L.A. SELECTED BY L.A. SPEC. SPECIMEN SP. SPREAD PLANTING KEY '\.d-5 IMJII.,,... a,,,_~-------------- LANDSCAPE ARCHITECT BASEk TREE AND G.C. PLAN ANDREW C.N. BOWDEN R.L.A. 1801 R J. WOJCIK ACE -33968 DISTRICT ENGINEER I • DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION A E INITIA DATE INITIAL OTHER APPROVAL CITY APPROVAL DWNBY: ___ ; CHKD BY: ---1 RVWDBY: PRELIMINARY NOT FOR CONSTRUCTION PROJECT NO. CT99 • 03 DRAWING NO. 397 .. 2I VWD 02-002 ' ~ UJ UJ ~ ~ :s ~ ~ :s g en ~ ~~ 2 ~ .. :s (:', 1--a. ~ z 1--(:', UJz = ::. UJ ""' a.::!: ..... gw ---l 1,0 UJ> ..... --.J >o I UJ cc N Cl~ :s:-io--1 ff tu ~~ ti; - LAND CONCERN J,ANDSCAPR ARCHfTECTURE 1750 B. DE.BRB AVEN UI:l SANTA ANA, CALIFORNIA 92705 (949) 250~482.2. PLANTING LEGEND ESP. GAL. G.C. HT. L.A. L.C. MIN. M.T. o.c. RWD. S.L.A. SPEC. SP. ESPALIERED GALLON CONTAINER GROUND COVER HEIGHT LANDSCAPE ARCHITECT LANDSCAPE CONTRACTOR MINIMUM MUL Tl-TRUNKED ON CENTER REDWOOD SELECTED BY L.A. SPECIMEN SPREAD PLANTING KEY GENERAL PLANTING NOTES 1. ALL BOXED TREES WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. CONTACT LANDSCAPE ARCHITECT FOR NAME OF WHOLESALE NURSERY. 2. ALL SHRUB BED AREAS ARE TO RECEIVE 3" MIN. DEPTH OF SHREDDED FIR BARK IN ADDITION TO THE GROUND COVER SPECIFIED. IF ANY. 3. THE PLACEMENT (SPOTTING) OF ALL PLANT MATERIAL TO BE REVIEWED IN THE FIELD WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW MAY BE SUBJECT TO TRANSPLANT IF IT IS DEEMED TO BE IN THE WRONG POSITION. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT HEIGHT OF THE PLANT MATERIAL ABOVE GRADE. 5. ADJUSTMENTS TO TREE LOCATIONS ARE TO BE MADE IF THERE IS A CONFLICT WITH SUBSURFACE DRAIN LINES OR STORM DRAINS. SHRUB LEGEND SYMBJABBR. 190TANICAL 'NAME 0 AA 6AS G)cG 0 cs 0 DB e) EN 9 HO 9 HS I[) LM @ LY • LD ® LI (S) PS AGAPANTHUS 'PETER PAN' ARCHTOSTAPHYLOS EDMUNDSII CEONOTHUS G. 'HORIZONT•LIS' CISTUS SKANBERGII DIETES BICOLOR ENCELIA FARINOSA HEMEROCALLIS HYBRID-ORANGE HEUCHERA SANGUINEA LANTANA MONTEVIDENSIS COMMON NAME DWARF L!LY OF THE NILE LITTLE SUR MANZANITA PROSTRATE CARMEL CEANOTHUS ROCKROSE FORTNIGHT LILY DESERTENCELIA ORANGE DAYLILY CORAL BELLS PURPLE TRAILING LANTANA YELLOW TRAILING LANTANA CANDICANS. LAVENDER LAVAND!N GENERAL NOTE -----------------➔-1*n LANTANA M. 'SPREADING SUNSHINE' LAVANDULA DENTATA 'CANDICANS' LAVANDULA INTEAPJIEOlA PENNISETUM S, 'DWARF RED' PHORMIUM TENAX 'BRONZE BABY' RHAPHIOLEP!S INO!CA 'BALLERINA' RHA!='HIOLEPIS INOICA 'CLARA' RIBES VIBURNIFOLIUM 'DWARF RED' FOUNTAIN GRASS DWARF BRONZE FLAX ALL LOCATIONS OF MEDIAN PLANTING AREAS AND MEDIAN DRAINS PER CIVIL ENGINEER'S PLANS. SHRUB SET-BACK NOTE SHRUB PLANTINGS ADJACENT TO ALL PAVING SHALL BE PLANTED WITH THE CENTER OF THE SHRUB SET BACK FROM THE EDGE OF PAVING A DISTANCE OF THE O.C. SPACING CALLED OUT IN THE LEGEND FOR THAT SHRUB. 36-1 38-1 PLAN: POINSETTIA LANE 40 20 0 40 80 120 GRAPHIC SCALE 1 "=40' • RIB 0 RC Q RV 8 RO ROSMARINUS 0. 'LOCKWOOD DE FOREST' DWARF INDIA HAWTHORNE INDIA HAWTHORNE CATALINA PERFUME 'LOCKWOOD DE FOREST' ROSEMARY RO T J. WOJCIK RC -33968 DISTRICT ENGINEER TRIANGULAR SIZE QTY SPACING · 2'0.C. 4'0.C, e·o.c. 5'0.C. 3'0.C. 3'0,C. 3'0.C. 2'0,C. 4'0.C. 4'0.C. 8'0.C. 3'0.C. 3'0,C. 5'0.C. 3'0,C. 4'0,C. 6'0.C. 3'0.C. 1 GAL 108 5 GAL. 5GAL. SGAL 1 GAL. 23 6 GAL. 1 /JAL. 57 1 GAL. 1 GAL 3e 1 GAL. 1 GAL. 1 GAL. 1 GAL 5 GAL. 5GAL. 5 GAL. 18 5GAL 1 GAL 38 BASE k POINSETTIA LANE EL CAMINO REAL KEY MAP ~s eull.-"T" LANDSCAPE ARCHITECT SHRUB PLAN acwAe ANDREW C.N. BOWDEN RLA.1801 ' DATE I APPROVED: dr . ~ LI' 4-4: ... F~ ~ DATE INITIAL DATE INITIAL PROJECT NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: ----1 CHKD BY: ---, RVWD BY: CT99 • 03 I DRAWING NO. . 397-21 PRELIMINARY NOT FOR CONSTRUCTION VWD 02-002 102504 ' (/) z w w C: (.!) ~ (/) 0 () ::s ~ w z ::s -0:: ~ (/) zttl ~ oz °': ::s ~ 1-C.. O'I Zt-C°1 Wz .....:a ::e w 0 c.. ::e ~ Ow ~ ...J> .....:a "° WO [ijc: ..... ....:a cc.. I s: ::e N ot-~ a;W a:W oa: ::e !ii -------------------------------------------------------------------------------------------------------------------------------------,.., LAND CONCERN LAND8C41>11 Aacl-llT ■CTUJI ■ l7SO H, Dl!■ae AVIINU ■ ,.u.rTA. ANA, CA.'LIFO!l'N'JA 92.,os (949) :is-0-,4,lu PLAN: POINSETTIA LANE 40E=2EO==OE===3:40===::::lBOE===3120 GRAPHIC SCALE 1"=4CY NOTE# C!I NOTES A B C D E F PAVING LEGEND AREA MATERIAL STYLE/ FINISH MANUF. NAME/# COLOR NOTES MEDIAN 4" THICK INTEGRAL INST ALL PER MANUFACTURER'S AND STAMPED COLOR RIVERSTONE ,..~ N/A c.a,p...-.Fl, ISLAND CONCRETE PAVING SOILS ENGINEER'S RECOMMENDATIONS EL CAMINO REAL CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CONDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. ALL CONCRETE COLOR AND ANISHES TO BE CONSISTENT AND NOT MOTTLED ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. a ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. ALL SAWCUT SCOREUNES TO BE 114" WIDE AND 112" DEEP; TO BE STRAIGHT AND PRECISE. PRIOR TO INSTALLATION, A 10' X 10' SQUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. I I I I FOR HABDSCAPE ONLY. I I NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. ----- POINSETTIA LANE KEY MAP • •:.a.s l&UU.-T'' a, 01'v#hi ~------------ LANDSCAPE ARCHITECT BASEi TREE AND G.C. PLAN ANDREW C.N. BOWDEN R.L.A. 1801 bATE NO. ROBERT J. WOJCIK ACE • 33968 DISTRICT ENGINEER ,-"TUJQ..I .,, I SH68EET I QTY OF CARLSBAD 1----+---+-----------~--+----+---,1---.+----1 ENGINEERING DEPARTMENT t-----+--+------~--------+--·-+--+----+----t DATE INITIAL EOOIIEEROFWCH< REVISION DESCRIPTION IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS STA. 64+00.00 T068+71.96 DRAWING NO 397-2I VWD 02-002 i ' "' tri w cc (!J < ~ :s ti: w s < ~ z ~! Z1-Wz :i:w n.:::i; 9w w> >o wa: on. ;;: :::i; 01- a:IJ:l ~~ '-------------------------------------------------------------------------------------------------------------------------------------~"' I ! I ' ~?~?:~to>:>l~P:W-l 03060:l .. • 102504 ---------------------------------------------------------------------------------------------------------------------------------------------,,~ LAND CONCERN LANDBCAP ■ AacHJT ■<::TUlk ■ 11so II, DIIIIIU2 AVIINUII SAN'l'A AWA,, C:AUl'OaNJA p2-7Di (949) 2.so-4su PLAN: POINSETTIA LANE GRAPHIC SCALE 1"=40' NOTE# QI AREA MEDIAN ISLAND MATERIAL 4' THICK INTEGRAL STAMPED COLOR CONCRETE PAVING PAVING LEGEND STYLE/ FINISH MANUF. NAME/# COLOR RIVERSTONE ~MoM NIA NOTES INSTALL PER MANUFACTURER'S AND SOILS ENGINEER'S RECOMMENDATIONS POINSETTIA LANE NOTES A CONCRETE TO BE FORMED PER CIVIL ENGINEER'S PLAN. ANY INCONSISTENCIES BETWEEN SITE CCNDITIONS AND PLAN INFORMATION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CIVIL ENGINEER. EL CAMINO REAL B ALL CONCRETE COLOR AND FINISHES TO BE CONSISTENT AND NOT MOTTLED C ZIP STRIPS AND QUICK SCORES WILL NOT BE ACCEPTED. D ANY CHANGES TO THE HARDSCAPE DESIGN WITHOUT PRIOR APPROVAL FROM LANDSCAPE ARCHITECT SHALL BE RETURNED TO THE ORIGINAL DESIGN WITHOUT ANY ADDED EXPENSE TO THE DEVELOPER OR THE LANDSCAPE ARCHITECT. E ALL SAWCUT SCORE LINES TO BE 114' WIDE AND 1/i!' DEEP; TO BE STRAIGHT AND PRECISE. F PRIOR TO INST ALLA Tl ON, A 1 O' X 10' SQUARE SAMPLE SHALL BE POURED IIT THE JOB SITE. THIS SIIMPLE SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. I I I I 8 FOR HARDSCAPE ONLY. I I ~ ~ NO PLANTING OR IRRIGATION IMPROVEMENTS ON THIS SHEET. BASEi SHRUB PLAN KEY MAP 'JA.S ~LT'' LANDSCAPE ARCHITECT ANDREW C.N. BOWDEN A.LA. 1801 r/ti43 DA E NO. [siiffil CITY OF CARLSBAD 1----+---+--------------+---+----,1----+------1 ~ ENGINEERING DEPARTMENT 1-----+--t----------------+----+--+---+-----i fitiffi'iil ~ I ' xxxxxxxxxx ROBERT J. WOJCIK ACE -33968 DISTRICT ENGINEER IMPROVEMENT PLANS FOR: POINSETTIA LANE AT LA COSTA GREENS STA 64 + 00.00 TO 68 + 71.96 I APPROVED: 6' y "( ---1-----+----------------+---1----+---1-----1 A .,. ,-~ vV"~-~ 1-----+--+---------------+----+--+---+-----; ~ITY ENG1Nllifrf 7tc,r EXF. DATE DATE INITIAL EIGNEEAOFV\Cff< REVISION DESCRIPTION OWN BY; ---='i~=I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: _ 397 _ 2I CT99-03 CJ11,EAAPPAOVAL OfYAPPAOVAL c.:.R:..:.VW.:.:.=-D ::,BY:..:.: ..::iz::,;t:=t~------~ ~---~ VWD 02-002 . I ~ §I 102504 , • _,,_ ______ MIN. 4" THICK CONCRETE PAVING. COLOR AND TEXTURE VARIES. REFER TO PAVING NOTES. _,_ __ ....., 112' BULLNOSE EDGE FINISH GRADE COMPACT & SATURATE SUBGRADE TO 90% PRIOR TO POUR .,._ ______ _., SUB-BASE CONCRETE THICKNESS AND REl~'FORCEMENT PER SOILS ENGINEER. CONTRACTOR TO VERIFY ALL CONCRETE THICK!IESSES, REINFORCING STEEL SIZES AND PLACEMENT, AND SUB-GRADE SATURATION AND COMPACTION RECOMMENDATIONS WITH GEOTECHNICAL SOILS ENGINEER'S PRIOR TO START OF CONSTRUCTION. d EDGE OF CONCRETE LAND CONCERN LANDIICAP ■ AacHJTIC'l'Ua.■ r1so •• Dll■aR A.VBMU8 l!lt.NrA ANA, CALIPOltNIA 92-70S (94,9) zso-~8n C 0 O O 0 0 0 0 0 0 0 0 IIO.Hfll! !IPAaNll 0 0 0 0 O O O 8 4• 6" .. 1Cl' 12' 1&" 10" 24" WALL OA LIMIT OF WORK LINE PEA PLAN LlMIT OF GA.OUNDCOVER TYPICAL. FIRST ROW OF GAOUNDCOVER TOBE 1'Z' AWAY FROM EDGE OF CONSTRUCTION FEATURE, LIMIT OF WORK, ·OR DRIP LINE OF SHRUB GAOUNDCOVEA AREA TYPICAL GROUNOCOVER TO BE PLAM'EO IN FLATS, CUTTINGS, LINERS, OR 1 GALLON CONTAINERS PER Pl.AN. SOIL PREP. -REFER TO PLANTING NOTES REFER TO PLANTING NOl"ES FOA ADDITIONAi. SPECIACATIONS SQ, FT, PLANTS WILL COVER GROUNOCOVl!R SHALL BE PLANrED IN THE PLANTING AREAS e• FROM THE EDGE OF MOWSTRIP OR SIDEWALK TO 6'' FROM THE DRIP UNE OF THE RAST ROW OF SHRUBS IN A SHRUB MASS ONL V AND 6" TO THE EXISTING WALL OR LIMIT OF WORK LINE. 64 PLANrS 100 PLANrB 7 SQ. FT. 11 SQ. FT. 16 25 28 44 411 70 64 100 100 156 144 225 256 400 . • 'S' REFERS TO SPACING. GROUNDCOVER CONTAINER PLANT WATERING BASIN TO BE 12" WIDER THAN ROOTBALL DIAMETER SOIL LEVEL IN BOTTOM OF BASIN TO BE FLUSH WITH SOIL LEVEL OF TOP OF ROOTBALL MASS FROM CONTAINER FINISH GRADE FERTILIZER TABLETS -PER AGRONOMIC REPORT BACKFILL MIX -SEE LANDSCAPE SPECIFICATIONS PACKED BACKFILL PER AGRONOMIC SOILS REPORT REFER TO PLANTING NOTES FOR FURTHER SPECIFICATIONS PREVAILING WIND DIRECTION 2" DIA. LOOOE POLE TREE STAKE DOWELED OR PEELED ~--e FROM VIRGIN TREE. GREEN PRESERVATIVE TREATED. PLACED OUTSIDE OF ROOTBALL. USE TWO STAKES FOR 15 GAL TREE AND WHERE SHOWN ON PLANS ,,----413 CINCH TIES AVAILABLE FROM V.LT. COMPANY, 15561 PRODUCT LANE-D4. HUNTINGTON BEACH CA 92649 TEL (714) 891-8338 ALLOW 2" MIN, TRUNK CLEARANCE. ,---t "ARBOR GUARD" IN TURF AREAS ,---e FERTILIZER TABLETS PER AGRONOMIC REPORT. --• PREPARED BACKFILL SEE SPECIFICATIONS ,,.---e 3' HIGH WATER BASIN (AT TIME OF PLANTING) ,---e FINISH GRADE ,----UNEXCAVATEDSUB-GRADE ATTACH WITH SHINGLE NAILS LODGEPOLE CINCH TIE TREE TRUNK CONTRACTOR NOTE: PIT SIZE IS FOR BID PURPOSES ONLY, WITH DIM. AND SPECS TO BE A MIN. STANDARD. FINAL SPECS TO BE DETERMINED BY SOILS ENG. AND UPON RESULTS OF AGRICULTURAL SUITABILITY AND SOIL FERTILITY ANALYSIS. b SHRUB PLANTING a TREE PLANTING ROBERT J. WOJCIK ACE -33968 DISTRICT ENGINEER -1-----------REBARPERSTRUCTURAL ENGINEER/ SOILS ENGINEER. _,__ ______ STAMPED CONCRETE FINISH SURFACE VARIES-SEE PAVING NOTES +-----114'' RADIUS ATE. J. TYPICAL COMPACT SUB-GRADE TO --l- 90% ASTM D1567-1l1 PER SOILS ENGINEER. e • OONTRACTOR TO VERIFY ALL STEEL REINFORCEMENT. • SUB-GRADE AND CONCRETE THICKNESS WITH SOIL ENGINEER. • SAWCUT CONTROL JOINTS AND EXPANSION JOINTS PER SOILS ENGINEER. ENHANCED PAVING LANDSCAPE ARCHITECT ,:::_---'--'--'------=---.J/.¼µlif/,µW:oz VWD DWG. ANDREW C.N. BOWDEN A.LA. 1801 DAfE NO. fsiiEffl CITY OF CARLSBAD f---l----f--------------+---+---11---+---~ ENGINEERING DEPARTMENT f---+--+---------------+.----J.--+---+--1 MP ROVE MEN T PLANS FOR: POINSETTIA LANE · AT LA COSTA GREENS LANDSCAPE DETAILS fsiimi7 ~ DATE IAPPROVED:_&Y: ,..~1------11----+----------------+--+-----11------+--.4,,:;; ,,,~i;Z. ~_j 1 ;,1t.. l---+--+---------------+.----4----1-----+-~ CITY ENGINEl!R R c:r EXP. DATE INITIAL EN3ll'EB'la=~ REVISION DESCRIPTION DATE INITIAL DATE INITIAL g~~s;v, PROJECT NO. RVWD BY: CT9B -03 OTIER APl'ROIIAL QTY APl'ROIIAL DRAWING NO. 397 -2I VWD 02-002 • • f -------------------------------------------i CONCRETE 1. SCOPE Furnish and install all concrete worl< complete "' indicated on the drawings and specified including: A. furnish and set all rcinforcins steel, bolts, and anchors. B. Install all items required by other trade., which ore to be CMt into concrete. C. Concrete mow strips, footines for : walls, fencing, bendiea, etc., where :applicable. 2. GENERAL All requirmnents of subsection 3.3.1, lltan.dard speci:flclltions for Public Works construction, .;hall apply except as specified herein. 3. MATERIALS A. Port!aod cen,OIII shall conform to ASTM.CISO, Type IV. B. Concrete •i!l!1""@ate shall conform to ASTM-C33. C. W-shall be clean, r,.. from llron!l acids, alkali, oil or organic matt..- D. E. F. Admixture for all fonned coocn,te shall be SIKA Chemical Corp.'• •Pl astiment, 11 or approved equal, applied in strict accordance with n _anufacturer's directions. Raoforcemont: Reinforcing steel A£I'M-A15 andASTM-A305. Wirefabric: ASTM-A!85. Forms 1. Lumber shall be 'Comtruction Grado,• Dooglu Fir. 2. Plywood for forming of conacte which is exposed shall be plyform. All plywood used for forming shall be at least 5/8-inch thick and edge sealed. O. Bl<pansionjoint filler shall confom with ASTM-D1751 (premoldod). 4. CONCRETE A Quality "b"" for the d . ix 1. Tho Cootra<.1:or shall assume rcsponm u1ty "'!'811 m B. C. 2, 3. end shall guarantee the specified ultimate strength as md:icated or specified herein. Concrete, to be type V and the minimum 28 day ultim* strength shall be 2000psi. This is to be verified by the project soils engineer. · Ready-mixed concret,, shall conform to ASTM-C94. Frnportions and Cllfl8istoncy . I. The proportions of "!Jll"'sate to oemoot shall provide a dmoe mixture which will readily work into all cornel's of the forms and around all reinforcements without any segregation of the materials, cause excess free water to collect on the sutface or cause excessive bleeding of the forms. l. The recommmood practices of the American Concrete I!15titute shall be followed in all applicable procedures. 'The ma:um\Dll slump shall not exceed 3 inches for footings, slabs ongrade, and mass conaete; 5 inches for foundation walls. Conlrol . ubj th Tht, ooncn,te quality, jlloportiv<ll. consi-.,Y, etc., i• s ~ to_ • approval of Owner, and no changes shall be made wi1hout his pnor written approval. 5. FORM WORK A. Forms for concn,te work shall be either metal or wood. Forms 1hat are warped or that do not have a smooth straight upper edge shall not be used. Forms shall be set with the upper edge of the board true to line and grade ood sh:Jll be staked rigidly in place with stakes set not more than four feet ( 4') apart so as to remain immovable throughout the construction. All fonns shall be approved by Owner within a tolerance of ooe porcont (1%). All materials shall _be accw-ately :"'d separately weighed and mixing shall continue ~1 the distrtbuti.on of materials is uniform and the mass of concrete 1s homo~eneou8. B. C. Two and oru,.half (2-112) galloosof-porcublcyard, sba11 be withheld from the mix at the plant, and all or a portion may be added to the mix at the job site as directed by the Inspector. The concrete shall be mixed at least 5 minutes after such water is added and not less than 3 minutes of the time shall be immediately prior to the discharge of tlle batch. Total mixing time after adding original water shall be at least 15 minutes. Concret,, which is oot placed within 90 minuteo al'tor the introduction of cement and water, and concrete which has stood for 30 minutes after leaving the mixer, shall not be used. 6. CONVEVING AND PLACINO A. Before pouring, all forms shall bothoroughly cloonodmdmadc tight. The bottom of trmches shall be wet_ down bc,f<>l'.e pounng footings· em.1.h shall not be muddy at the tune of pounng. Concrete shall noi be placed ,1rrtil reinforcements, rough hardware, md fonns are approved by Owno: B. Before depositing new concute agaimt old oonaete, all lait.ancc shall be removed and the stmfaces roughened to expose the embedded aggregate. The surfaces shall then be covered wi1h cement grout, using the specified mix with 112 of the course aggregate omitted, 1~112 inches thick. Conveying and placing of concreto shall be done so .. to prevent separation of ingredients, and in no case shall the free fall m:ceed 6 feet. Trcmics shall be used as required Surfaces of concrete shall be: kept rcia.,()IUIDJy level, with a minimum amotmt of concrete bemg allowed to flow after being placod. Placing shall be perf omed as a continuous operation until each section is completed. 7. GROUT A. Grout shall be composed of ,oru, part Portland Cement and two ~ of fine aggregate by volume. Materials shall be mixed d!y and water added just sufficient to make the mtxture flow under tts own weight. B. For d!y mmp cement grout, a minimum of w-shall be added to the mix so that when set sample ts squeezed hard m the hand, surface moisture but no froe water shall appear ,m the sample. Do not mix more~ can be used in30 minutes. LftND CONCE!RN 8. CURING AND PROTECTION A. All exposed surfaces of concrete shall be protected from damage due to temperature, elements, and cons1ruction operations. B. Omng I. All o,q,osod surfaces of concrete shall be protectoo from premature drying, and freshlf placed concrete shall be protected against wash by ram. All concrete shall be kept wot for a period of ten days after placing. In order that cunng water may reach both surfaces of walls, the forms shall be loosened and water shall be poured over the tops of the walls and allowed to run d.own between the concrete and the forms, 2. All liquid cur1ns compounds shall be used in accordance with the manufacturers recommendations and shall not be used on surfaces reccivi[lg concrete hardener. LANDSCAPE CONSTRUCTION 1. SCOPE OJI' WORK: . The work of this section includes all labor, materials and equipment required to complete work indicated on the drawings. The work shall be performed in acc-.:0 with the best standards of practice relating to the vmi~ trades and _under the continuo~ supervision of a competent foreman, capable of interpreting the drawmgs and these spectfications. The work included in the section is as follows: Rnish Grading for Planting, Soll Fl"eparati?n, . . . . Fertilization, Ranting, including lawn, Mamtenancc, Inspection and Cor11f11:ation1, Guarantees, aean-up, Stalcing. Guying and Espaliering and Miscellmeous Allowances. 2. APPROVALS: ~-ln1hi A, All sprinkler wotlc shall be inspected and approved prior to the start of any w-s B. =0 t~-excavation for planting or placing of st.ates, locate _all utilities, el~c.cables, rondui!B, sprinkler lines, heads, valves and valve cootrol wires, and all utiltty lines so that proper precautions may be taken not to damage such improvements. In the event of a conflict between such lmffl and plant locations, promptly noti~y the Landscape. Architect who shall arrange for relocation for one or the other. Fmlure to follow this procedure places upon the Contract.or the responsibility for, at his own expense, making any and all repairs for damages resulting from work thereunder. 3. QUANTITIES AND TYPES: Plant materials shall be famished in the quantities and/or spacine as shown or noted for each locations and shall be of the species, kinds, sizes, etc., as symboli?.ed and/or described in the "Hant Material Legend, 11 m indicated on the drawings. The Landscape Architect has prepared this list. only ::ma convenience to th~ Contr~:tor ~ assumes no rmponsibility for it.s accuracy. The Landscape Contractor 1s to verify all SIZCS and qu,ntities. 4. VERIFICATION OJI' DIMENSIONS AND QUANTITIES: . All scaled dimensions are approxim~te. B~fore procee~ with any W4?fk, ~ ContJ:actor shall carefully check and verify all dimensions and quantities and shall 1mmediately inform the Landscape Architect and Owner of any discrepancy betw~en the drawings and/or_ specifications and actual corxlitions. No work. shall be do~ m any area where there 1~ such a discrepancy until approval for the same has been gtven by the Landscape Architect and Owner. 5. INSPECTION A. All inspectioos shall be made ll)I the Landscape Architect end 1he Owner. _The contractor shrul request inspection at least two (2) days m advance of the time inspection is required. B. Inapection will be required for the following parts of the worli:: !. Dllling ftnish grading and soil preparation. 2. Plants, after delive,y to site prior to planting. 3. When vin111, shrubs, and trees are spotted for planting. but planting holes ano not excavated. 4. Specimffl trees at source, before delivery. 5. Lawn areas prior to planting. 6. Planting 8re$ prior to planting. 7. All landscspe conslrlldioo items, prior to the start of the calendar day meinterumce period (final obsacvation). 8. At completion of calendar day maintenance period (final maintenance observation). 9. Inspection rep-shall bemadeforoschobSCIVlltion by the Landscape Architect and one oopy shall be submitted to the Owner and the Contractor. 6. CERTIFICATION A. Prior to job acoeptmce, written certifications shall be submitted to tho Landscape Architect, for the following: I. Quootity and quality of oommercial fertilir.cr and organic fertilizor. 2. Quantity end quality of all soil amondm-called for by plans and specifications. 7. MATERIALS A. Plant materials Indicated on the drawings and herein specified. shall conform to the following: 1. Nomenclature: F1ant namos indicated or listed in the BLlst of Plant Materials• on the drawings, conform to 11Standard Rant Names• established by ~ American Joint Committee On Horoculture. Exoeptfor names covered therein: the established custom of the nursery is followed. 2 Condition: Plants shall be symmetrical, typical for variety and species, sourul, · hoalthy vigorous, free from plant disease. msect pests, or their eggs, and shall have healthy' nonnal root systems, well filling their cootainers, but not to the pomt of being root bound. Plants shall not be pruned ]Jrior to delivery. exoept as authonzed by the Landscape Architect, or his repra..entative. In no case shall trees be opened before delivery. 3. Dimension: Tht, height and spn,ad of all plant matorial shat! be meuw-ed with branches in their normal position and shall be as indicated on the drawmgs. The caliper ,'Jf all trees shall be measured 410" abo"'.e the surf~ of the gro~. Where caliper or other dimensions of any plant matenal are omitted from the Plant Legend," it shall be understood that these plant materials shall be nonnal stock for type listed. 4. Inspcctlon: All plant materials must have been previou!ly inspected at 1he nursery by the Orange Cotmty Horticultnrnl Doprutmont, and shall be subject to 1ho inspection and approval of the Landscape Architect before planrung. S. Plant Ust: As indicated on drawinRl!l- 6 Si:r.cs of Planta: Shall be as stated on the plan. Contllinor stock (!-gallon. 5-saJlon: · and 15-gallon) shall have boon grown in oontainers for at least one(!) year, but not over two (2) years. 7. Substitutions: Substitutions for the indicated plant materials will be pmnittod proridod the substitute materials are approved m advance by the Landscape Architect and the substitutions are made at no additional cost to the Owner. Bl<copt for the variations so authorized, all substitute plant materi~s shall co~onn to the requirements of these specifications. If the accepted 9!1bstit_ute mat~als ~ of less value than those indicated or specified, the contract pnce Wlil be adjusted 1n accordance with the provisions_ of the contract 8. Plants Not Approved: Plants not IIJ)prOVfli Bl'tl to be, removed from ~te immediately and replaced with suitable plants. The Landscape Architect ~d/or owner reserves 1ho right to rtject entire lots of plants reprcsontod by defective samples. I. PERTIUZERS AND SOIL CONDITIONERS: A. Samples of all soil ammdmmts, sod and plants shall be submitted for inspection and stored on the site until furnishing of materials is completed. Debvery may begm upon approval of samples or as directed by the Landscape Architect and the Owner. t. Organic fertilizer shall be :pr~~ ~age 11 sl1;Ufge with! minimum content~ 1 % nitrogen and 2% phosphonc acid Sl.mtlar to Nttrolrum.us . Method of processmg shall not destroy nomal bacterial content. 2. Nitrogen stabilized sawdust shall be bulk, wi1h the following nitrogen content based on dry weight: 0.5% for redwood sawdust 0.7% for fir sawdust 1.0% for bark or pine bark or mixture Salini\y: the duration extract conductivity shall not exceed 3.5 millimhos/cm at 25 de8'""8 C. 3. Commercial fertilizer shaJI be delivered in sacb with manufacturer's label showing weight and analysis attached to each sack. 9. STAKING MATERIALS: A. Tree stalting shall be as per plan. B. Tics for holding trees shall be as perdernil. 10. GRADING AND SOIL PREPARATION: A. Contractor is tn finish grade to within 1110th of 1 foot or 1" below paving where paving exists. B. C. D. Moisture Content The soil shall not be worl<ed when the moisture content is so groat that excessive compaction will occur, not when it is so dry that dust will form in the air or that clods will not break readily. Water shall be applied if necess,ry to provide idool moisblre content for tilling and for plm1ting herein specified. Preliminary Grading: Preliminary grading shall be done in such a mannc, as to anticipate the finish grading. Excess soil shall be removed or redistributed before application of fertiJizer and mulch. Wbcre soil is to be replaced by plants and mulch, allowance shall be made so that when finish grading has begun, there shall be no deficiency in the specified dep1h of mulched planting beds. Weeding: Before and during preliminary and finish grading, woods and grass"' shall be dug out by !he roots and disposed of off the site ( except those weeds and grasses not of the perenmal type, less than 2-112' and not bearing seeds. which may be turned und«). Oats more thao 2-112' high and not be"""I! Reeds may be turned under. Perennial weeds and grasses to be removed include, but are not limited to, the following: Nut Grass Puncture Vine Dallas Grass Mustard Flant St. Augustine Grass Alfffifa Johnson Grass Wire Weed Morning Olory E. All planting areas shall be !ICllriliod to a dei,lh of 12 inches below grade with tho spacing of the ripper . teeth no greatm than 12 inches on center pnor to ]J(acmg conditioners and fertilizers. All rock and debris more thal 2" in diameter shall be removed from the site. F. Trenches: If sprinkler system is installed after grading and fertiJizing is completed, 1heonfupper por1i1h. on of the backfill shall be retilled and fertilized to the depth specified for the area required to c orm tn e specifications.. 11. FINISH GRADING When preliminacy grading. including weeding and fertilizing. has been completed and 1he soil has dried sufficiently to be readily worked, all law_n ~ :planting areas ~ be graded to the elevations . indicated on the drawings. Grades not otherwise mcli~ shall be unifonn levels or ~ope;s between pomts where elevations are given. Minor adjustments of firush grades shall be made at the direction of the Landscape Architect, if required Finish grade shall bo a smooth, even and uniform plsno without abrupt change of slllfaco. Soil areas adjacent to buildings to allow a natural nm-off rK water, and surface drainage shall be directed as mdicated on the drawings by remodeling surfaces to facilitate the natural "run-off11 of water. Low spots and ~ shall be one inch (1 ") below grade of adjacent pavement of any kind. an.ting shall be done when sml 1s at optimum moisture cont:mt for working. 12. METHOD OF PLANTING AND WORK PROCEDURE A. No planting shall be done until all operations in oonjunclion with the inst.allation of trni sprinkler system have been completed, final grades have~ established, the planting areas have been properly graded and prepared as herein specified, and the work approved by the Landscape Architect. B. The relative position of all trees and plants I• subject to approval by the Landsthe cape Architect and Owner. and they shall, if necessary. be relocated as directed as part of Cootract. C. D. All plants shall be removed from their oontalner and set so that, when settled. they bear 1he same relation to the required grade that they bore to the natural grade before being transplanted. Each plant shall be planted in 1he center of the pit and backfilled unless otherwise specified, with the prepared soil. No so11 m muddy condition shall be used for backfilling. No filling will be pennitted armmd trunks or stems. All broken or frayed roots shall be properly cut off. The Landscape Architect ond/or Owner shall inapect the placiog and planting of all plant materials. R In the event that underground construction worlc or obstmctions are encountered in the plan.ting operation, alternate locations for plant material will be selected by the Landscape Architect and Owner; operation will be done at no extra cost to the Owner. 13. PLANTING OF TREES A. Position pl-in plant location indicated on dra":i~ and secure approval before excavating pits.making necessaty adjustments as mdicated. B. All pits for trees shall be dog square with bottoms lovd, the depth shall be th1e samedas ~ of the rootball and the width sball be two times the diameter. Compacted sot sat st es~~ bottoms shall be loosened by scarifying or other approved me1hod, Pits shall be backfilled wi1h "prepared soil" tn the required grade, 1horoughly settled by water apphcalion. c. set plants in cooter of pi~ in a vertical position, so that crown of ball will be !hi'.-2' abthove finish grade after ell owing for watering and settling and shall bear 1he same relations p to e finish grade that it did to the soil surface in the container. D. Prepare depressed_ water basin _as wide as plant balls_ at osch plant Water 1horoughly, backfilling any votds wtth additional prepared planting mix. 14. PLANTING VINES, SHRUBS AND GROUNDCOVERS A Vines aad shrubs shall be planted in pi.ts at least 18" greater in diameter than their ball of · earth and same depth as 1he rootball below the bottom of the ball. Compscted soil at bottom of pit shall be loosened and the pit filled with "prepared soil• to_the bottom ~f the ball. Wh~11 1he plant has been propedy set, the pit shall be filled to the required grade w11h "prepared sot! and thoroughly settled by tamping and watering. All vines shall be removed from stakes, wrtied, and securely fastened in an approved manner to the wall, fence or other surface next to which they are planted, B. C. Prepare a depressed watorbasin_as wide as plant balls at each plant Water1horoughly, backfilling any voids wi1h additional prepared planting mlX. Ground Covers: . . _. __ _. 1. Pits ror flat sized plants to be at least 6'x6~'. Oround cover areas shall be m01,== prior to planting. No flat plants shall be planted m d!y sot!. l. Sot plants in center of pits so that crown of plant will be lc,vol with finished grade after settling of soil. then backfill and water. 3. Flatted plants shall be well-rooted with runners at least4N but not more than 611 in length. ~s eu11.., --r• ......, ITII !TV n1n 15. TREES AND VINES OCCUR ING IN LAWN Trees and vines occurring in lawn shall be plaoted before final proparatic,1 of those areas. 16. CARE OF PLANTS BEFORE AND DURING PLANTING Plants shall not be allowed to dry out before or while bang planted K""I? ""Posed roots moist by means of wet sawdust., peat moss, or burlap at all times during plantmg <;>perations. Do n'?1 ex.pose roots to the air except while being placed in the ground Wilted plants, whether m place or not, WIil not be accepted and shaJl be replaced at the Contractor's expense. 17. WATERING BASINS A. Construct a fully compacted mound of soil around eacb~e~plant to form a watering basin at the edge of and following the shape of the planting pit area Mounds for trees and for vines from 5-pllon or lqer containers, shall be at least 6• hi.sh. Mounds for all oth~ trees, vines, or plants not. otllerwise specified shall be at le.as~ 611 high. ,Excavated eru:'11, 1f capable of retaining water may be used. Any settlement within the ba.,1ns after watenng, shall be refilled to the reqttlred grade with prepared soil, and additional nitrogon-stabilized sawdust workal into the surface as required to restore the mulched condition. B. At the end of tbe 90 day maintenance period all waterilltl basins in lawn areas shall be leveled to finish grade and the area.shall be sodded with the specified sod. 111. WATERING A. lmmediatdy aftor planting, water shall be applied to each tree by moans of a h'?9". The water shall be applied on a moderate stream in the planting boles until the material about the roots is completely salllrated from the bottom or the hole to the top or the ground. B. C. D. Plants which cannot be watered efficiently with the e.tisting watu system shall be watered by means of a hose. Apply water In sufficient quantities, and as often .. seasonal conditions require,. to keep 1ho srocmd wet at all times, well below the ~ system of grass and planting. Care ts to be taken in watering slopes so as not to cmme erOS1.on damage. Following the planting of ground cover plants limshed in flats, each plant shall be immediately and thoroughly watered by means of e hose with a slow-runmng stream of water. 19. TREESTAKING A Stake all trees not to be guyed at time of planting, by placing stake in 1he prq,an,d hole and · drivins stake 3611 into solid ground. Plant the tree as close to the stake as possible without crowding the roots. FastC!J-the .tree to the~ ~ of stake in at least three (3) plaoes-using method spOCified 111 construction drawmgs. B. Trees, 36' box size or lar!l"', shall be immediately !!UY°'! after planting. Use not less !ban three guys per lrcc, or as directed by the Landscape Architect. 1. Protect bark of tree by covering wire with green 112• diameter new rubber hose. 2. Ouys to be anchomd with •Duck Bili■ type anchors or approved c,quel 3. OUy wires shall be 112 ga. galvanized wire. Mark llUY' wi1h 3'-0" long 112' dia white PVC pipe. 20. ESPALIERING OF VINES: All trellises and stakcz are lo be removed from plant.s, and the plants shall be fastened and trained against fences or walls a; directed by the Landscape Architect. 21. CERTIFICATES: In addition to any other cortificatoo specified tho Contractor shall furnish a certifioate wi1h each ddivery of bulk material, stating 1he source, quantity, anr type of m"'?"1al '!"d that the m:itcnal conforms to the specification requiremmts. F~ bulk delivered orgmuc fei:tali~, the certificate_~! also state the volmne, net weight., percent of mlf?gen, pel'(_=lt ~f phosphonc a~d. For e:ach fertih'lff and soil conditioner in containers a similar certificate or mv01cc shall be funushed stating total quantities by weight and volume fO'f each material. These ~ficates sh~l be submitted to the Landscape Architect and Owner pnorto the start of 1he mamtenance penod. 2Z PROTECTION: The Contractor shall carefully and CO!llinuously protect all areas included in the contract, including plant materials, fences, supports, etc., until final acceptance of the work by the Landscape Architect and Owner. · 23. MAINTENANCE: A. The.Contractor shall maintain asulllcientmnnbor oCmcn and adequate equipment to perform the work herein specified. Plant maintenance work shall corunst ?f applyn!-g wabr, weeding, carinfl for plants, including ground covers, ~bs and trees, edgmg, aerating, and mowing of lawns, fertilizing and control of pests and diseases. B. Damage to any planted area shall be repaired immediately. Dsprmsions caused by vehicles or foot tr.lffic shall be filled with topsoil, leveled and replanted Exterminate gophOtll and moles, and repair damage. c. The entire project shall be maintained for a pcrlod oC 90 days, comdscapmcnclng fromhi thedtlmlh• all itmns of work have beel.\-"COmpleted to the satisfaction of 1he Lan e Arc tect an e D. Owner. The project shall be so cared for that a IICSt and clCS11 conditiOI_t will be presented at all times to the satisfaction of the Owner and the Landscape Architect. 24. LAWN MAINTENANCE A. Wateriog: Water every day once per day for two (2) weeks th-am! lherrghi(b,lly reduce frequency of watering to three (3) times per week. 1be ~ntractor shall oontinue to maintain the lawn until the final acceptanoe by Landscape Architect and the Owner. B. C. D. Fert!Iizing: Apply 16-6-8 at the rate oC 6 pounds por 1,000 square feet three (3) """'1<s a1'tor installation and water immediately thereafter. Diseases and Pest Controt Two (2) weeks after installation of lawn. apply • granular mercurial fungicide of 1.8% mirourous cbloride as per manufacturers recommendation. Mowing: 'l11e lawn shall bemo'!e[J ~a height of 1-1/211 with.arotaiy_mower, ~ped with rollers, before it reaches 2" an height Collect grass dippmgsduringmOW1Jl8 operations and remove from the site. After each cut1ina the edge of the grass shall be trimmod to a neat and uniform line. The lawn edges shall be maintained in a neat condition at all times. 25. GROUNDCOVER AND SHRUB MAINTENANCE A. Watering: Now plantings shall bo watered once per day for two (2) weeks after installation. Reduce watering to every other day for the next two (2) weeks. Watff thereafter three (3) times per week mtil final acoeptance. B. Fertilization: Fertilize 1hrce (3) weeks after planting witb 5 pounds 16-6-8 per 1,000 square feet; fertilize thereafter every 30 days. C. Disease and Pest Control: For control of alugs and snaid·1s, applty pe(l2letl) zedkstri~tercium arsenate 5% by weight as per manufacturers recommen ations wo wee ,. . . D. E. inst.allation. For control of cutworms and other soil ins~, apply_ Metro ~d solldrin as per mm1ufacturer's recommendations two {2)_ weeks after U1Stallati.on. This product contains Dield:rin, Lindane, and Phosphomthioate. &.terminate gophers and moles and rq.,air damages. Pruning· All shrubs and trees shall be pinch pruned as ...,..sary to encourage now growth~ t.o eliminate rank sucker growth .. Old flowers, dead foliage and limbs $all be removed. No major pruning shall be done without the approval of the Landscape Architect. Weedins: All plenttng ereas including lawn, ground cover, and shrub areas, shall be kept wood-free at all times. Weeds shall be dug out by the roots and disposed of off 1he site. Upon completion of the 90 day maintorumco period, 1he Contractor shall fertilize por B, 2 and c, 2 of this section. 26. GUARANTEE AND REPLACEMENTS: A. All shrubs and ground cover shall be guararrteed by 1he Cootractor_ as to growth _md health for a period or 90 days after completion of the spoc,fied mmntorumce penod, and/or final acceptance by the Landscape Architect. All trees up to 20'' ~oxes or I~, and all field grown specimens shall be guaranteed by 1he Contractor _to hve and grow m an acceptable upright position for a period of one year after comple1;ion of the specified maintenance period, and/or final acceptance by the Landscape Architect. B. All plsnts that show signs of failing growth at any time during dam1he lifoedof theto~~<Jt,them including the mainterumce period or those plants so tnJured or ~ . as 1,;,1~ C. W18llltable for the purpose intended, shall be immediately replaced m kind and SJ.ze at the expense of the Contractor. The con1ractor, within five (5) days of notification by tho Landscape ~tect. shall remove and replace all guaranteed plant materials which for any reason fail to ~eet the guaran~. Replacement shall be made with plant materials as indicated or speafied for the original'planting. and all such replacement materials shall be guaranteed as specified for the original guamnteed mat.mi.als. 27. CLEANUP . upon completion of the wort in this section, Contractor shall remove all rubbish,_ 1raSh and de~ns rt:sulting form the operations, remove disused equipment and implemmts of sern.ce; leave~ area involved in a neat and acceptable condition such as to meet approval of Landscape Architect, 211. HYDROSEEDING (GROUNDCOVER AND TURF). Matccial Applicatioo and Rqlripmcot a. Mixing shall be perfomed in a tank with a built-in continuous agitation and recirculation system of suff1aent operating '?3P3-CJ.ty to prod_uct a homoaenecrus slurry of fiber, seed, fertilizer and water in the designated proportions~ a discharge system which will apply the slurry to the area to be treated at. a amtinuous and unifonn rate. b. Loading and mixing: Wi1h agitation system operating at part speed_ water shall be added to the tank and a good circulation shall be established. materials shall be added t.o the tank in such a manner that they are uniformly blended into the mixture in the following sequence: -4,100 gal. water/acre (1.500 gal. tank -3 tanks/acre) 1,500 lbs.lacre Con-wed fiber 100 lbs.lac-re Ecology Control M Binder 300 lbs.lacre 12-12-12 commercial fertiJizer 100 lbs.lacre soil sulfur 29. WEED ABATEMENT PROGRAM Upon completion of the irrigation system and after all e.tisting weeds have been removed from the planting areas, the following weed prevention shall be used: Apply f611ilirer mixture by sprey per aero as follows: 300 lbs. 12-12-12 commercial fertilizer. , 300 lbs. urea fomaldohyde ' !,(JOO lbs. agricultural 8YPSUJO Apply post-emergent bemicide as N!COlllmendod by a Iiconsed pest control advisor to be compatible with the seeded plant van.eties. Apply mixtures per the following time schedule: Fertilize I Water Wait Spray the post-emergent Pest control Advisor recommendetions Fertilize I Water Spray Weed Mixture F611ilize I Water Spray Weed Mixture Grub I clean all areas to prepare for seeding plant TOTAL SOILS TEST NOTE 21 days 2days 7-10 dayli 14 days 7 days 14 days 7 days 23 days max. 100 days max. The landscape contractor shall provide for 011d have perf onned a site-specific agronomic soils ~ report on samples taken from at team: four (4) separate areas contained in this project. 'lbe soils test shall mclude recommendations for amendments to ground cover areas, tree/shrub backfill, and hydro-mulch fonnula The contractor shall provide tho Landscape Architect and Owner with one (!) copy each of said report for review prior to start of construction LANDSCAPE ARCHITECT -=~=---•-_ _:__:_ :./...:;..:. '. ~-"-~===::-_------___ _,,4,...hR-t/..,....12-l~ VWD DWl"l R.L.A. 1801 DATE NO. ANDREW C.N. BOWDEN fSHEE'f] CITY OF CARLSBAD ~ 1----1------4---------------+---t----t--~--, ~~=1='..::::=EN=G=l=N=EE=R=l=NG:::::::D=E=PA=R=T=M=E=NT=:::...':~==1 ~ IMPROVEMENT PLANS FOR: 1\/AI Q POINSETTIA LANE AT LA COSTA GREENS 11> /21 /os LANDSCAPE SPECIFICATIONS i::iA~ xxxxxxxxxx DATE ~--1---+-------------+--t---i--,--"1 I ~R~v:~~~ ~ ~/,A~~ ~~----- l-------------.--------1CAfl'~RAnu11~11~1 ~IE'BJcni111S]QITIBJ~,~==±=j================t==+==1~==J:=~~b~r1f'i~Y~½~NG~IN~E~~:3::::::::;R~-~c~~W..~-=~====E=X=P=·===;;===DJ===f 12-~V~WW l!lY: DWN BY -:--:-:--' PROJECT NO. DRAWING NO. L • • o , c • • • A • c • " • c T u • • Cl\ /' , 11 '2;, /,,,. DATE INITIAL DATE INITIAL DATE ~TIAL CHKD BY: ~ CT99 _ 03 397 -2I '" •. ..... ...... ~ ~-~ ,: ., ROBERT J. WOJCIK ACE -33968 ~E REVISION DESCRIPTION OTHER APPROVAL arY APPROVAL RVWD BY: / ,~ '- ,..,. •·(•:~•~•~'~"~'~• 0 ~•:•~•~•~••~ 7 ~•~•-----------------------------------------------~--------~~IN~5~~~=~=0=11!,==========~==i=l!!,-===D=l::S:T::R:l::C::T:::::E:N:G:l:N:::E:E:R:::::==========~~EI\Klll-EEROFWOR< ' -~4g) ~(0~48:1.2 ~ ' VWD 02-002 8 a: !i 030603 GENERAL NaTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER DR ENGINEER-DF-WDRK FROM RESPONSIBILITY FDR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TD THE CITY ENGINEER FDR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FDR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TD PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FDR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TD THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TD FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A! SUMMARY SHEET, (BJ LABORATORY WORK SHEETS AND (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TD THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK(438-3634! AT LEAST FIVE!5J WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL ·INSPECTION REQUESTS OTHER THAN FDR PRECONSTRUCTIDN MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760! 438-3891.JNSPECTION REQUESTS MUST BE RECEIVED PRIOR TD 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TD LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TD THE CITY ENGINEER AND/DR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING DR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5' ! OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TD EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP. REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND ND EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. /A LIST OF CITY HOL!DAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER. J 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TD THE CITY ENGINEER FDR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE DR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. ND BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TD THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES DR STRUCTURES NOT SHOWN DR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES DR STRUCTURES NOT SHOWN. 21. THE· CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND ANO UNDERGROUND! WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW! AT LEAST TWO FULL WORKING DAYS PRIOR TD STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&E (619)696-2000 PACIFIC BELL (800)750-2355 ADELPHIA COMMUNICATIONS /760!438-7741 CITY OF CARLSBAD(STREETS AND STORM DRAIN! (619!267-3777 CITY OF CARLSBAO(SEWER,WATER & RECLAIMED WATER! /760)838-4681 .. SAN DIEGUI-TD WATER DISTRICT 1760)633-2650 LEUCADIA COUNTY WATER D ISTR JCT I 760 ! 753-0155 VALLECITOS WATER DISTRICT /760)744-0460 DLIVENHAIN WATER DISTRICT /760!753-6466 BUENA SANITATION DISTRICT /760!726-1340 * AS APPROPRIATE ~-n Kimley-Horn ~-LJ and Associates, Inc. Ef'!gineering, Planning end Environmental Consu!i-Gnts 517 Fourth Avenue -Suite 30! -Son Diego, Ca. -92101 Tel; {6i9} 234-94!! Fax1 (6!9l 234-9433 -----'---- 'l \ \\"\\'1 / ~ "~ ~=~fJiRf;-~/ PO INS ETTI A LANE~~----.-~ 22-~ ·. //1lir(f . AT BRESSI RANCH :':::::_-_~------- / ) I ( ( I ~ ~ \" ~~\}n \ ~-----, 1 \ \ I ' / ~ I & \ \ I ~ ~.-~~~ \ \:\ I ~W-:· ;~::::,.,,.--:~'---- ; ! JI ;1 / L \ / / & ,.i,.--~.d~ .-/~;;;---·, .. ! I I, \ ... i,.......... :...-----=-~1 ~~ ~ ::.=:-.::=; I . ~ I I \ • J ' \~<7 '-------~~ ' I :::;;_;;;:::;;-: . /1 . .. .. ----· _...--. ~.,:.-:,,:,-"' ~~--·_,,.--·~,~e~,;:;~~ __; KEY MAP LEGEND: ( \ I \ I I ' WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDNiCE THE FOUINIING DOCUMENTS.CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER. /. CARLSBAD MUNICIPAL CODE WITH 2. CITY OF CARLSBAD STANDARDS FOR DESIGN NiD CONSTRUCTION OF PUBUC WORt<S IMPRrNEMENTS IN THE CITY OF CARLSBAD.DATED 4/20/03 3. THIS SET OF PLANS 4. RESO/JJTION N0.5206. DATED JULY 9.2002. 5. THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK!. 6. SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON & ASSOCIATES DATED 3/14/01 AND 9/12/01 7. THE SNi DIEGO AREA REGIONAL STANDARD DRJ#{INGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED N/A 9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER.SEWER AND RECLAIMED WATER. 10. VALLECITOS WATER DISTRICT STANDARD DR/#1/NGS AND SPECIFICATIONS. (fGEND ITEM STO.l)NG. SIMBOL QUNfffTY " EXISTING STORM DRAIN ___________ _ EXISTING GA$ ______________ _ SUBDIVISION BOUNDARY PROPOSED TOP OF CURB __________ _ DETAIL REFEFIENCE __ DETAIL IETTER SHEET WHERE SHONN A.C.rNERLAY _______________ _ TRENCH RESURFACING ___________ _ PAVEMENT SCHEDULE J _____ SDG--113 ____ _ 51#/CUT ________________ _ STREET UGHT _______ SDE-!01.E-!_1 __ _ EXISTING STREET UGHT __________ _ 3 3 3 3 WATER VALVE -----W2.Wf3,W/6,Wf1,SON-l09-W=JS!A. .... ----·--G ~ ~ le< · i V///77777) · 153.076 SF 7 ------12. IMPRWEMENT PUN SHEET NUMBER @] DECLARATION OF ENGINEER OF WORK: CITY OF OCEANSIDE '• 6"FIRE HYDRANT W/THREE WAY APRON ------5 NEW STREET UGHT PROPERTY UN£ NEW FIRE HYDRANT WATER UN£ RECLAIMED WATER UN£ SEWER UN£ :a: "°' I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS. I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE SIGNATURE OF THESE PLANS BY INFRASTRUCTURE ENGINEERING CORP .. FOR THE VALLEC!TOS WATER DISTRICT. AND THE REVIEW OF THE PLANS BY THE VALLEC!TOS WATER DISTRICT. IS A REVIEW OF GENERAL COMPLIANCE ---w---WITH DISTRICT STANDARDS. THIS APPROVAL IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OR ACCURACY OF THE DESIGN OF THE ----RCN----IMPROVEMENTS. SUCH APPROVAL DOES NOT. THEREFORE, REL I EVE ME OF MY RES PONS I 81 Li TY FOR THE DES I GN OF THESE IMPROVEMENTS. --.-5--- 1 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN ON THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. STREET NOTES I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS 1 • 2. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS,DN THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FDR REVIEW AND APPROVAL A MINIMUM OF TWO /2! CITY WORKING DAYS BEFORE THE WORK BEGINS. - STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. AND SPECIFICATIONS BY THE CITY OF CARLSBAD IS CONFINED TO A ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. REVIEW g._/4/6S DATE: PROJECT LIJCAT!ON THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(SJ 213-030-/8 . THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS (2-4" PORTS AND 1-2.5' PORT! ___ M-/9,\V;IE.3 ___ _ 6" TYPE 'G' CURB & GUTTER .................. _. G--2,SDG-/00 __ _ .., 8' MODIFIED TYPE '8-r MEDIAN CURB--G-6!SDG-/OO __ _ ' t-i ~ CITY OF VISTA 3 "',.__J'J/&1.e._,+-PROJECT WATER MAIN (PVC! CL-150 ....... SDN-IOO!ll-25.W-22)1121 __ _ , (SIZE PER PLAN! ,;", t SI TE AUTOMATIC AIR & V AC "'°'--'"i;l.,\Y,Jl;cos VALVE ASSY IZ'J 4 __ SIJW-!DOSDN-!fTYt-4.W-3.-._ ____ wdw-J4 ~ VIC!,NITY MAP NOT TO SCA[.£ Z' BLON OFF ASSEMBIY 4' BLCM OFF ASSEMBIY Z' MANUAL AIR & V AC VALVE ASSY ----W/13 ____ _ 3 ----W6 ----- SEWER MAIN !PVC! __ _ 3 SDS-!OISDS-IDO.S-19.S,~--/SIZE PER PLAN! SEINER ACCESS HOLE----5-!154;5!3 ____ _ IZ' RECLAIMED WATER -~ (CL-J50 OIPJ (V Al1£CfTOS WATER DIST.! W-r/)N-Jlf;W-i,t 3 IZ' RECLAIMED WATER (C.M!II.DJ·······SON-/DO!ll-25.W-22/ll21--··-· !P.V .C.SIZE PER PLAN! GUARDRAIL------M-30, M-3/.M-34,M-35--- STREET MONUMENT M-10.M-II.M-/2,M-/3 ---- 6' IC BERM G-5------- 4' CHAIN UNK FENCE .... ----M-6 ------- MEDIAN PLANTER BOX IT'f Pt .... ________ _ "' CONTRACTOR TO VER I FY LEGEND NOTES -Ill • -------Ill --@--- ------- ------- ALL QUANTITIES I. AS MODIFIED BY THE CITY OF CARLSBAD ST AIIDARDS. ----4902 !.F 4991 LF ----397/LF 2 ff 3 9 -----2496 ------8 ----2510 LF ----1122 LF ----2153 LF ------6 261 LF 2061 l.F 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LDAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TD 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FDR SOR 35 SOLID WALL PIPE. NAO 83 N 1.987.000 E 6.254/JDO. SHEET INDEX 2. CITY OF CARISBKJ SUPPLEMENT AL STD.[Jl(G:S. 3. C.M.WJJ.STAIIDARD DRJiHINGS IWD SPECIFICATIONS. ONG.NO. SHEET NO. DESCRIPTION 4. V !IIJJ.ST IWDARD DRI/NINGS AND SPECIFICATIONS. 5. WHERE AN EXISTING PIPE LINE IS TD BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE DR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED. AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 1D. TWO (2! SETS OF SURVEY <CUT! SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SUWEY MONUMENTS CONTRACTOR SHAJJ.. BE RESPONSIBLE FOR ANY MONUMENT AT/ON AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHAJJ.. BE REFERENCED ANO REPLACED WITH APPROPRIATE MONUMENTATION BY A UCENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER A/.ffHOR/ZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY.AS APPROPRIATE,SHAJJ.. BE FILED BY THE UCENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQIJIRED BY THE LAND SURVEYOR'S ACT. 397-21< 2-3 NOTES AND DETAILS 397-21< 397-21< 397-21< 397-21< 397-2K 397-2K 397-2K 4-7 8-9 10 11-13 /4-!1 18-34 35-36 IMPRrNEMENTS STRIPING AND SIGNING TRAFFIC SIGNAL POTABLE WATER PRESSURE REDUCING STATION CATHODIC PRIJTECTION IRRIGATION AND LANDSCAPING RCW PRESSURE REDUCING ST AT/ON REFERENCE DR/>WINGS VALLECITOS WATER DISTRICT VALECITOS WATER DIST. ''AS BUILT" EL CAMINO REAL -ENC/NIT AS TO CARLSBAD CARLSBAD TRACT 92-3 RNiCHO CARILLO -POINSETTIA LANE WHF PROPEf{fY IMPRWEMENTS WHF PROPEf{fY GRADING LAND OUTFALL SEWER REPLACEMENT RS./800-1 ONG.N0.341-5 ONG. NO. 331-1 ONG. NO. 317-6 ONG.N0.317-6A VWD ONG.N0.2111-00I-OI BY,a;; C ~-;(7/4 ft,' PRESTON H. LEWIS, P .E. DA TE R.C.E. 45927, EXP. 12/02 KHA f---+----1-----------------+---+---t----1----1 IMPORT ANT NOTICE ClTY OF CARLSBAO FIRE DEPARTMENT CARLSBAD MUNICIPAL WATER DISTRICT Section 4216/4217 of the Government Code requires that Dig Alert Identification Nurrt>er be issued before a "Permit to Excavate" wi I 1 be val id~ For your Dig Alert I.D. Number cal I Underground Service Alert TOLi. FlltlEE 1-800-422-413:5 Two working days before you dig. REOU IREMENTS: NO. OF F.H.(s) 'J F. FLOW \'20UG.P.M. OUT OF -2z_F.H.(s), BLDG. SPR!NKELD YES/NO F. FLOW G.P.M. FIRE MARSHAL DATE ROBERh.'oJciJ< ct= DISTRICT ENGINEER DATE DA TE INITIAL ENGINEER OF WORK REVJSiON DESCRlPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SHEET FOR GRADING & DRAINAGE SEE DRAWING 397-2J REVIEWED BY: DATE SHEETS ENGINEERU'<IG DEPARTMENT 36 I CITY OF CARLSBAD I ~--~-- JIIPROIEIENT Pl.ANS FOR: POINSETTIA LANE AT BRESSI RANCH TfflE SHEE:T APPROVED: GLEN PRUIM_,I'" ,,_J •. ., DWN BY: ~~~·1 I PROJECT NO. ~~~i i~=, --e,:;;" CT99-03 :JJJ.7-/,,, 3 ' D}.. TE I DRAWING NO. 397-2:K. VWD 02.·{)04 . ·----------------·----~ ---____:__, __ ·,_ --- . ...... SPECIAL NOTES: THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE.PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE HELD RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS, AND REGULATIONS. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING: SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LI MI TED TD NORMAL WORK ING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, STREETS, UTIL !TIES, AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER OF WORK AT 234-9411. THE CONTRACTOR SHALL ALSO TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESILTING BASINS, DIKES, SHORING, ETC. J UNTIL SUCH TIME THAT THE PROJECT JS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY, OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 4. EXCEPT AS NOTED HEREON ALL UTILITY SERVICES WITHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY AND PACIFIC BELL PRIOR TO STARTING WORK NEAR THEIR FACILITIES, AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. FOR UTILITY MARK-OUT SERVICE, CALL 1-800-422-4133. 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR JS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE EXPENSE OF THE CONTRACTOR. 6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. 7. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 8. WHERE TRENCHES ARE WITHIN 10 FEET OF FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIFICATIONS. 9. ANY WORK DONE WITHOUT INSPECTION OR MATERIALS TESTING JS SUBJECT TO REMOVAL OR CORRECTION. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE FIELD ENGINEER. 11. ALL EXISTING FACILITIES AND IMPROVEMENTS WHICH CONFLICT WITH PROPOSED GRADING SHALL BE REMOVED PER THE RECOMMENDATIONS IN THE SOILS REPORT. 12-CONSTRUCTION EQUIPMENT SHALL BE PROPERLY OUTFITTED AND MAINTAINED WITH NOISE REDUCTION DEVICES TO MINIMIZE CONSTRUCTION-GENERATED NOISE. WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S PROCEDURAL GUIDE -GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICATIONS FOR CONSTRUCTION OF PUBLIC POTABLE WATER FACILITIES,DATED OCTOBER 1993, OR THE LATEST REVIS I ON. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3, BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING c.M.w.o. LINES. A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPER I NTRNDENT. 4. A PRECONSTRUCTJON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION (TELEPHONE N0.[760] 438-3891 J FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED- 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. ri•n Kimley-Horn hiJ_.LJ and Associates, Inc. Engineering, Planning and Environmental Consultants 517 Fourth A venue -Suite 301 -Son Diego, Ca. -92101 Tel: (619) 234-9411 Fax, (619) 234-9433 SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIFICATIONS", AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION /GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. [760] 438-3891! VALLECITOS WATER DISTRICT GENERAL NOT£S 1. ALL WATER AND SEWER LINES TO BE INSTALLED ACCORDING TO THE CURRENT STANDARD SPECIFICATIONS OF THE VALLECITOS WATER DISTRICT FOR THE CONSTRUCTION OF WATER AND SEWER FACILITIES. 2. WATER LINES SHALL HAVE A MINIMUM COVER OF 36 INCHES. SEWER LINES SHALL HAVE A MINIMUM COVER OF 5 FEET. 3. CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES 48 HOURS PRIOR TO CONSTRUCTION. VALLECJTOS WATER DISTRICT COX COMMUNICATION s.o.G. & £. PACIFIC BELL UNDERGROUND SERVICE ALERT 1-760-744-0460 1-800-227-2600 1-800-227-2600 1-800-227-2600 1-800-227-2600 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL SUBSTRUCTURES, WHETHER SHOWN ON THE PLANS OR NOT, AND PROTECT THEM FROM DAMAGE. THE ACTUAL LOCATION AND DEPTH OF ALL EXISTING WATER AND SEWER LINES IS TO BE VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCY JS TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF WORK FOR CORRECTION AND THEN SUBMITTED TO THE DISTRICT FOR APPROVAL. 5. NEITHER THE ENGINEER, OWNER NOR THE VALLECITOS WATER DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY STANDARDS. 6. A PRECONSTRUCTJON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF THREE 13! WORKING DAYS PRIOR TO CONSTRUCTION. 7. A SIGNED SET OF IMPROVEMENT PLANS DOES NOT IMPLY THAT CONSTRUCTION MAY BEGIN. THE CONTRACTOR MUST CONTACT THE VALLECITOS WATER DISTRICT ENGINEERING DEPARTMENT. 8. ANY CHANGES IN THE APPROVED IMPROVEMENT PLANS MUST BE REVIEWED AND APPROVED BY THE DISTRICT PRIOR TO THE INSTALLATION OF SUCH CHANGES AND THE CHANGES SHALL BE SHOWN ON THE IMPROVEMENT PLANS. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO MAINTAIN AT ALL TIMES ON THE JOB SITE, AN "AS-BUILT" RECORD OF ALL WATER AND SEWER MAINS AND APPURTENANCES INSTALLED UNDER HIS CONTRACT AND PROVIDE SAID RECORD TO THE ENGINEER AT THE COMPLETION OF THE CONTRACT. THE ENGINEER SHALL PROVIDE TWO (2J BLUELINE SETS OF "AS-BUILTS" TO THE DISTRICT PRIOR TO THE WATER AND SEWER SYSTEM BEING PLACED INTO SERVICE, AND A FINAL "AS-BUILT" MYLAR AS A CONDITION OF ACCEPTANCE OF THE WATER AND SEWER SYSTEM. 10. ALL CONTRACTORS WORKING IN THE PUBLIC RIGHTS-OF-WAY SHALL OBTAIN A SEPARATE ENCROACHMENT PERMIT OR EXCAVATION PERMIT FROM THE APPROPRIATE AGENCY. INSPECTION OF ALL WORK IS REQUIRED. FORTY-EIGHT /48) HOURS ADVANCE NOTICE IS REQUIRED FOR INSPECTION. NO WORK SHALL BE PERFORMED IN THE PUBLIC RIGHT-OF-WAY ON SATURDAYS, SUNDAYS OR LEGAL HOLIDAYS WITHOUT THE EXPRESS PERMISSION OF THE DISTRICT ENGINEER. 11. .UNLESS OTHERWISE SHOWN, SEWER LATERALS AND WATER SERVICES SHALL BE RUN PERPENDICULAR TO THE MAIN. 12. ALL WATER LINES SHALL BE ASBESTOS CONCRETE PIPE, CLASS 150, OR AS NOTED. ALL SEWER LINES SHALL BE BELL AND SPIGOT VITRIFIED CLAY PIPE, OR AS NOTED. 13. THE CONTRACTOR SHALL TEST HIS LINES AGAINST HIS OWN BLOCKING AND NOT AGAINST DISTRICT VALVES. 14. ALL WATER SERVI CE OUTLETS SHALL BE ONE INCH I 1 "J DIAMETER COPPER P !PE UNLESS OTHERWISE NOTED, AND SHALL BE MARKED ON THE FACE OF CURB WITH "W". 15. 16. 17. 18. 19. 20. 21. 22. UPON CONNECTION OF THE NEW WATER SYSTEM TO THE EXISTING SYSTEM, ALL VALVES ON THE EXISTING ANO NEW SYSTEM SHALL BE OPERATED ONLY BY DISTRICT PERSONNEL-THE DEVELOPER OR CONTRACTOR SHALL NOTIFY DISTRICT 24 HOURS IN ADVANCE OF ANY PLANNED SHUTDOWN TO HAVE DISTRICT OPERATE VALVES. ALL ABANDONED SEWER LATERALS SHALL BE CAPPED AT THE PROPERTY LINE. ALL ABANDONED WATER SERVICES SHALL BE SHUT OFF AT THE MAIN, AND THE CONNECTION SEVERED. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL BE REPLACED PRIOR TO ABANDONMENT. RELOCATE EXISTING SERVICES AS DIRECTED BY THE DISTRICT ENGINEER .. ALL SEWER LATERALS, OTHER THAN VCP OR DIP MATERIAL, DAMAGED OR MODIFIED DURING CONSTRUCTION SHALL BE REPLACED IN FULL AS DIRECTED BY THE DISTRICT ENGINEER. ALL LATERALS SHALL BE CONSTRUCTED TO A MINIMUM FIVE-FOOT (5' !.DEPTH /TO TOP OF P !PE J AT PROPERTY LIN£ AND SHALL BE CLEAR OF DRIVEWAYS. ALL LATERALS SHALL 8£ CLEARLY MARKED WITH AN "S" ON THE CURB AND SHALL BE SHOWN ON THE "AS-BUILT" DRAWINGS. PRIOR TO ACCEPTANCE OF ANY SEWER LINE BY THE DISTRICT, ALL MAINS SHALL BE PRESSURE TESTED, AND FLUSHED CLEAN USING THE "WAYNE" BALL METHOD. THE DISTRICT WILL NOT SUPPLY WATER OR SEWER SERVICE TO ANY PROJECT UNTIL ALL PROVISIONS OF THE DISTRICT STANDARDS AND IMPROVEMENT PLANS HAVE BEEN MET, AND FINAL ACCEPTANCE OF THE PROJECT HAS BEEN GRANTED BY THE DISTRICT BOARD OF DIRECTORS. RELOCATION OR EXTENSION OF AN EXISTING WATER METER SHALL MEAN INSTALLATION OF THE METER AT A LOCATION IN CONFORMANCE WITH DISTRICT SPECIFICATIONS AS DIRECTED BY THE ENGINEER AND PERPENDICULAR TO THE MAINLINE CONNECTION, UNLESS OTHERWISE NOTED. SERVICE LATERALS OTHER THAN COPPER SHALL BE REPLACED TO THE MAIN. BAILS AND SERVICE SADDLES OTHER THAN BRASS SHALL ALSO BE REPLACED. WATER SERVICES WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN FULL BY A COPPER SERVICE PER DISTRICT SPECIFICATIONS AS DIRECTED BY THE ENGINEER. RECLAIMED WAT£R NOT£S: 1. ALL RECLAIMED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED. R/W 10' f I R/111 102' I 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. II' DE TRA L 82' 10' 3. BEFORE ANY CONNECTION OR SUT DOWN OF VALVES ON EXISTING C.M.w.o. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTJON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN ( 7J DAYS BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT (619! 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (619! 438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE RECLAIMED WATER LI NE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT TO WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. A R/W 10' 32' ie/ " POINSETTIA LANE SUBDIVISION BOUNDARY /68+71.96! 32' { I NOT TO SCALE TJ=B.5 102' I 82' i 8' 32' 32' B C TO EL FUERTE R/W 20' WIDE I JO' S,0 WER EASEMENT 7. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. 8. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES & REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED- ~.,"" ,,V ,,,, Cf-27. NOTE: ' __,_ 2% ~ i··' ~l'i-' = ..!"llll7l~ J1U/lll1llJi11111111(1f///11).,, = 2% BUILDING CARLSBAD POINSETTIA LANE STREET IMPROVEMENTS CONTRACTOR: CIVIL ENGINEER: KIMLEY-HORN ANO ASSOCIATES, INC. At«,! J. IWLCHIN MAYOR PRO-TEM RAMONA FINNILA COUNCTL MEMBffi CLAUDE A. 'BUD' LEWIS MAYOR I CtTY SEAL MATT HALL COUNCIL MEMBER JULIANNE NYGAARD COUNCIL MEMBER SECTION AND UNDERCUT TO BE DETERMINED BY SOILS SOILS ENGINEER AND R VALUE 10' WIDE DC TRAIL IN SEWER tASE,oc:tv POINSETTIA LANE EL FUERTE TO SUBDIVISION BOUNDARY (93+67.66! NOT TO SCALE TYPICAL SECTION LEGEND = CENTERLINE PROFILE ELEVATION -TYPE 'G' CURB AND GUTTER IRSD G-2! = 5' WIDE SIDEWALK IRSD G-7 J = SCHEDULE 'J' PAVEMENT I RSD SDG-113 J /MINIMUM OF 5"AC/6"AB, PER CARLSBAD STDS. J ACTUAL SECTION TO BE DETERMINED BY R-VALUE = 8" MODIFIED TYPE '8-1' MEDIAN CURB IRSD G-6! ENGINEER OF WORK CONTRACTOR TO REVISE SIGN /. r-, J TO REFLECT CURRENT INFORMATION BENCHMARK: DESCRIPTION: STANDARD STREET SURvEY MONUMENT LOCATION: STA288•89 EC ON CENTERLJNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL I"<"-( RS-1800.288•89 ELEVATION: 311.40T MSi. -I ~ .,., 17'--.... _,,I, --., TlMl2..IJal"' J. DEWITT R.C.E. 46579 DATE VALLECITOS WATER DISTRICT "AS BUil T11 ~ VJ~ (";/,4-/0, .,,9--rJ --;? / R.C.E. fof'S?, EXP. c./-so(o? DATE BY: (./---pz (./ ~ ~ -z,/7/42 REVIEWED BY: VWD DWG. r,o PRESTON H. LEWIS, P.E. DATE ~ R.C.E. 45927, EXP. 12/02 ( ~ _, INS R DA 11:_ JSHFil· CITY oF cARLslBAD sH3EEr >-----<f----+-----------------1-----+---+----+-----1 u__j ENGINEERING DEPARTMENT ,.., l----+----1-----------------+---+----l----l---l IIIPROIEIIENT Pl.ANS FOR: POINSETTIA LANE AT BRESSI RANCH IKJrES NID DETNlS APPROVED, GLEN PRUIM 9Y t----1----+----------------t-----t---+----t----t i,d-<'.s?!!,Li:.,,...e .. ~~',1'~1,_~~!',;'f,#!i!l!C="";...t.~_--, ____ .,;2./4~/,:; J CITY ENGtN«RR2:E. EXP. , DATE DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: =~~ PROJECT NO. DRAW1NG NO. ~~~i iv,-', " CT99-03 397-2'.K OI ,-.: CROSSING PIPE •TRENCH DETAIL PER RSD W-21 AND S-4 SAND CUSHION NOT TO SCALE TRAFF IC FLOW CURB LINE 3' OPENING . (\J CUSHION AT PIPE CROSSINGS f FIRE HYDRANT ' l!) l!) R/W I ©GUARD RAIL BREAK DETAIL NOT TO SCALE ~-1"'11 Kimley-Horn ~-LJ and Associates, Inc. Englneering, Planning and Environmenta! Consultants 517 Fourth Avenue -Sulte 301 -San D!ego, Ca. -92101 Tei: (619) 234-9411 Fox, !619) 234-9433 21) ~ i :z s m :=e ... ;s it ~ "' 0 .. ... 0 :z ... t ~ t .. 75 8.0 0 40 \ \ GRAPHIC SCALE I'= 40' STA. 75+71.23 TO STA. 79+40.53 ----- TTIA LANE -DAN DE I N STA. 80+40.36 TO STA. 84+o4.42 80 FACE OF TOP OF CURB_/ f_-o. IO' I 8.. 4,1 I (J 'o POLICE RAMP SIGN DETAIL (R17 (24"X24") AND "EMERGENCY VEHICLES ONLY" ( 3" BLACK LETTERS ON WHITE BACKGROUND) <24"X18")) TOP OF 7' -N -N 3' 3' 3' fr\PDL ICE RAMP DETAIL \.:_) NOT TO SCALE CURB_/ INSTALL 4" SQUARE TWO-WAY BLUE~ REFLECTIVE PAVEMENT MARKERS AT 2' OFF MEDIAN CURB ◄--■ DIRECTION OF TRAVEL INSTALL POLICE RAMP SIGN ------...I PER DETAIL( SEE SHEET 9) , 50' @OL ICE RAMP SIGN AND MARKER PLACEMENT NOT TO SCALE VALLECITOS WATER DISTRICT BY:~ & ;$/ z!J(67 '{fJZ PRESTON H. LEWIS, P.E. DATE R.C. 45927 XP. I /0 BENCHMARK: DESCRIPTION:STANOARO STREET SURVEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-/800, 288•89 ELEVATION: 311.407 MSL ENGINEER OF WORK DATE II AS BUil T11 ~~ ,;;,/11-/4, :: 4zj EXP. ~('Salt.? DATE REVIEWED BY: VWD DWG.NO INSPECTOR DATE l---+--t--------------+---l----+---1----ll sH3EET I CITY OF CARLSBAD sH3EE~_>s ENGINEERING DEPARTMENT C :=::::==:'...:::::======:::::::::::::===-===::::'. IMPlfOIEMENT Pl.MS FOR: POINSETTIA LANE AT BRESSI RANCH NUTES AND DETAILS l----+--l----------------e------l-----4---1----1 APPROVED: GLEN PRUI~ tJJ': .,.,/,~_., 4, 6 -~¥ ~~ ~.J:L"'c 1----1--+----------------l----l-----l---+---l ~C=IT=Y=EN=G=IN=•=R==R~=·=E=. ====EX=P=·==:::===D=A=T=E~ 1-;::DA~T;:;:E--\-;IN::;IT:;:;IA~L+----------------l----l-cc-=~--l-~~+--=c--l OWN BY: ~C;:~~I PROJECT NO. ORAWING NO. DATE INITIAL DATE INITIAL CHKD BY:. CT99-03 397 2K ENGINEER OF WORK REVISION DESCRtPTION OTHER AP PROV AL CITY APPROVAL RVWD BY: -,, VWD 02-004 i 68 CENTERLINE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD N66"2/'33'E 38.38' CD /',=4"06'23" I 400. 00' I 00. 34' CD N70"27'56'E 489.32' I I SEE PLAN 397-aI FOR Kimley-Hom and Associates, Inc. Engineering:, Planning and Environmenta! Consu!tants 517 Fcu~th Ave~ue -Suite 30!-San Diego, Co. -92101 Tel, (619i 234-94il Fox: (6!9) 234-9433 I I ~ :v1 ----11-0 69 70 71 I ' C) - PLAN: POINS-ETIIA LANE 40 20 0 80 12.0 GRAPHIC SCALE 1•= 40' 72 ' ct: ' ' lO C)l,j -a.. ' l(J ------------------------ "' """ + "' "-- 1----1 ~ -<,: <,: a:: -I--Cl« l,J EXISTING 24' FORCE MJlJN !VJNJ)J TO REMAIN . SEE V.W.D ONG.N0.2/11-001 ~ ------ ~ BENCHMARK: .j... ___ -----r I I ! RECLAIMED WATER DATA (C.M.WDJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS (I) N66. 21 '33. E 54.66' 12ll PVC !CL 150) -® !',=4"06'23' 1364. oo· 97. 76' 12" PVC !CL 150) -0 N70"27'56'E 489.32' 12" PVC !CL 150) - WATER DATA (C.M.WDJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS N66° 21 '33'E 50. I 4' 16" PVC !C905 CL 165i'1fi -• I /',= 4· 06 '23' 1374.00' 98. 47 • 16 " PVC ! C905 CL 165 !* N70"27'56'E !8.08' 16" PVC (C905 CL 165!* N70"27' 5fo"E 47 I. 24' /(,,'' PIIC { C'905 a /(,,5) S/9°32'04,!'E 77.00' SEE PROFILE FOR CML e:c STEEL F'OFJTIONOF LI E 8'' PVC (C905 Cl 65)"'-@ SEYVER DATA (CMW.V)!k.** CURB DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS [JJ N66. 21 '33' E I 9. 84' 6,, TYPE G C&G [I] /',= 4°06' 23' 1441.00' 103. 28' 6,, TYPE G C&G 13] N70'27'56'E 489. 32' 6,, TYPE G C&G m N66"2/'33"E 56. 92' 6,, TYPE G C&G [[] /',= 4. 06' 23' 1359.00' 97. 40' 6,, TYPE G C&G @] N70"27'56'£ 489.32' 6H TYPE G C&G (I] N66"2/ '33'E 42. 45' 8,, TYPE 8-1 CURB []] /',=4"06'23' 1391.00' 99. 69' 8,, TYPE 8-1 CURB [fil N70"27'56'E 489.32' 8,, TYPE 8-1 CURE [@] N66'2/'33'E 34. 3 I' 8,, TYPE 8-1 CURB m /',= 4"06' 23' I 409. 00' 100. 98' 8 ll TYPE 8-1 CURB !ill N70"27'56'E 489.32' 8,, TYPE 8-1 CURB RECLAIMED WATER DATA (V.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS £ N66"2/'33"E 28. 43• 12" DIPfCL-350!# /2\ !',=4"06'23' I 422. 00' 101.91' 12" DIP(CL-350)# f3\ N70"27'56'E 489.32' 12" DIP!CL-350!# # THE 12" DIP RECLAIMED WATER MAIN AND DIP SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & POLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 14-17. ENGINEER OF WORK DEWITT R. C. E-46579 VALLECITOS WATER DISTRICT C-900) DATE DES CR I PT I ON: STANDARD STREIT SURVEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL 01:z RS-1800, 288•89 I v, ELEV AT I ON: 311.407 MSL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION BY,a V. -v ~ (-zb~ REVIEWED BY: VWD DWG.NO PRESTON H. LEW1S, P.E. R.C.E. 45927, EXP. 12/02 DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DATE IIIPROIEMENT" Pl.ANS FOR: POINSETTIA LANE AT BRESSI RANCH sr A. 6/W/.96 TO 7f5<00IJO APPROVED: GLEN PRLJIM py. 4~ -g~~ CITY ENGINE R.O~ OWN BY: PROJECT NO. DRAWING ~10. L'..:~~.':..'.'~c!:'...% ....::.i~.:..:.'',---:-=-""£.J=-;;;_~~ I l---=c:....:.T:....:.9:....:.9:....:.-__:_0:....:.3 _ __] 3 97..: 2K ,,, VWD 02-CIQ4 ..J i '' ' ' " - CENTERLINE DAT A NO. DELTA OR BRG. RADIUS LENGTH CD N70"27'56"E 470. 07' {),=5" !9'03" 1400. 00' I 29. 93' Kimley-Horn and Associates, Inc. EngineerTng, Planning and Environmental Consu!tcn-ts 517 Fourth ·~rrue -Sufte 30! -Son DiBQOr Ca. -32!01 Tel: (619) 234-9411 fox, (6i9) 234-9433 76 77 REMARKS PLAN: POINSETTIA LANE -·-------~----- 78 I "' ~~ "'UJ "' <JJ -.I ._J "'OJ a_ ~;,, -(\J..:... c:, Cl: ' ~ ~ -. "' -< ... §~ g~ -J :SC Cl.Cl: PLAN: POINSETTIA LANE .;o 20 0 40 80 GRAPHIC SCALE I'= 40' 120 ·,::,:;,, -st--' ' 'I; ·"" Q:: • V\ "' --k-ct:·· 79 II ' : ~~ "' -r--N .... _:_. ·-·--: .... ,.,. '-Cl: (.:, ' '- "' Cl: <o G.400,8£ J:l!L:i,;t.;~l!Ll~!:LL.T, CAUTION!! NO. [I] m I}] m [[] [[] [I] []] [ill [fill m @] [ill [ill @] ~ [ill []fil ~ ~ @l NO. CD 0 0 0 ® © Ci) RECLAIMED WATER DATA (V.W.D.J SEWER DATA (C.M.W.D.J - NO. DELTA OR BRG. RADIUS LENGTH REMARKS NO. DELTA OR BRG. RADIUS LENGTH REMARKS ill N70°27'56"E 470.07' 12" DIP ICL-350! N70' 2 7 '56 "E !54.4.(,,' l-2"PIIC(Of-18 e- a:. b.=o· !3'00' /294. 65' 4. 89' 12" DIP /CL-350! N70'27'56"E /3\ 6=3"40'20' I 527. 70' 97. 9 I ' /2" DIP /CL· 350) 1415.00' 0.25' /4\ {),= /" /0'26' 1423.39' 29. 16' IZ"DIP /CL-350) NI 7'54'06"W 64. 67' B" PVC . . CURB DATA DELTA OR BRG. RADIUS LENGTH REMARKS N70"27'56"E 425.46' 6" TYPE G C&G WATER DAT A (C.M.W.DJ N70'27'56"E 44. 61 ' 6" AC BERM NO. DELTA OR BRG. RADIUS LENGTH REMARKS 11=3(>28'1611 I 441. 00' 87. 30' 6" AC BERM (i) N70"27'56"E 284. 00' 16" PVC (C905 CL 165 J * I!.= 1 ·so' 48" I 441. 00' 46.44' 6" TYPE G C&G [2 N/9"32'04"W 25.00' '6" PVC (C905 CL-165 ! * N70'27'56"E 421. 70' 6" TYPE G C&G ® N!9°32'04'W I 0. 00' 12" PVC (C900 CL 150) * N70'27'56"E 48. 37' 6" AC BERM [4] N70"27'56'E /86. 07' 12" PVC /C900 CL 150) * l!.=3° 39 '50" I 359. 00' 86-90' 6" AC BERM 5] /',=/"/2'57" 1384.00' 29.37' 12" PVC /C900 CL 150) * !J.=1"39'13'' I 359. 00' 39. 22' 6" TYPE G C&G 6 N/7"54'00'W 95. 43' 12" PVC (C900 CL 150) * N70' 2 7 '56 "E 393. 03' 8" TYPE B-1 CURB (7] N70°27'56'E 42/. 70' 16" DIP <CL 350! $$,# I!.= 7' 38 '43" 340.00' 45. 37' 8,, TYPE B-1 CURB [8 N70"27'56'E 157. 07' 16" DIP (CL 350) $$,# I!.= 172' 21 '18" 2. 50' 7. 52' 8,, TYPE B-1 CURB [9 I',= 2. 02' 48' 1374.00' 49. 08' 16" DIP /CL 350) $$,# N70"27'56"E 44.90' 8h TYPE B-1 CURB ® {),c3• /6' /5' 1374.00' 78. 44' 12" DIP (CL 350) $$,# N70' 27' 56 "E 195. 71' 8,, TYPE B-1 CURB ® N/7"54'00'W 53. 7 I ' 12" PVC /CL 200! $ {),=9'04'07" 400.00' 63.31' 8 // TYPE B-1 CURB I 12 N/7"54'00'W 42. 00' 12" DIP /CL 350) $ l!.=9'04'07" 400.00' 63. 31' 8 h TYPE B-1 CURB I 13 I',=,. 32' 37• 1384.00' 50. 00' 12" DIP (CL 350!. $,# N70'27'56"E 71. 2 3' 8,, TYPE B-1 CURB ® /',=2"08' 39' /384.00' 39. Oi'.' 12" PVC /CL 200! $ I!.= o· 28 '44" 1400.00' 11.70' 8" TYPE 6-1 CURB l!.=1'51'16" 1399.00' 45. 28' 8" TYPE 8-1 CURB I',= 172' 22 '26" 2.50' 7. 52' 8,, TYPE B-1 CURB @ N/7"54'00"W /05. 8~' 24" DIP /CL 350) $$,# @ : 30" CML, WELDED AND TAPE N/7"54'00'W 20. 81( COATED W/ ROCK SHIELD STEEL $$ ' l!.=5°46'39" 450.00' 45.38' 8,, TYPE 8-1 CURB 6=0' 29' 06" 1391.00' 11. 77' 8" TYPE 8-1 CURB @ N6"39'00'W 25. 63' 30" CML, WELDED AND TAPE COATED W/ ROCK SHIELD STEEL $$ 30,',f CML, WELDED AND TAPE RECLAIMED WATER DAT A (C.M.W .D.J ® N/7"54'00'W I 0. 00' COATED W/ ROCK SHIELD STEEL $$ DELTA OR BRG. RADIUS LENGTH REMARKS N70' 27' 56 "E 242.00' 12" PVC (CL 150) NI 9° 32 '04 "W 1 7. 75' 12" PVC /CL 150) N19 • 32 '04 "W 1 7. 75' 12" PVC /CL 200) N70' 27' 56 "E 167.40' 12" PVC /CL 200! N70° 27' 56 HE 31. 67' ll" fYC /CL-200 J I!.= o· 09 • 33,, 1364.00' 3. 79' tz• PVC (CL ZOO"). N19'22'31 "W 45. 62' 8" PVC (CL 150) $ $ $ $ $ * ** $ $$ 375 PRESSURE ZONE 384 PRESSURE ZONE 550 PRESSURE ZONE 700 PRESSURE ZONE ENGINEER OF WORK THY JOHN OE'il!TT 1\ -~-o 2. J. DEWITT R.C.E. 46579 VALLECITOS WATER DISTRICT "AS BUil T11 DATE i ~~ c.lr'l-lot:. &. ~ l R.C.E.~S:,f EXP. (;p/"1•::,.fc7 DATE BENCHMARK: DESCRIPTION:STANDARD STREET SURVEY MONUMENT STA288•89 EC ON CENTERUNE OF ( / EL CAMINO REAL ~B~Y•~-~-----·----=V~~7~k--:-' _ REVIEWED BY: VWD OWG. NO RECORD FROM:SAN DIEGO COUNTY VERTICAL C0NTROL'f(),.-Z PRESTON H. LEWIS, P.E. DATE RS-1800,288'89 R.C.E. 45927, EXP.12/02 ~~~is,~~~:...s:cn'Z]I,~~~ LOCATION: EXISTING 12" D. J.P. RE WATER {V. W.D. ! TO BE REMOVED/ABANDONED ELEVATION: 3/1.407 MSL INSPECTOR DAT~ 1. KHA £t:v1sco stwete. AND ~LOCArc:o J!?R. CTrl--:-;z~'tE.-:ciLij~~;:::J =:::::;1~c=IT=Y==0=F=c=.A"i..=R=L=s=B=~=4..=D:::;-;::j ===s1:1::;:EE~T::;:s::;-11 ~;;;:Iiii]jL;A~rE.;~~¥iili, ~~~~i~~;;;~§~~=~=====t=~~~i=~~~~4t~ -.,.·, ____ ENGI_N_EE_R_IN_G_DE_P_A_R_TMEN __ T ____ 3_6--, AND RELOCATE TO POINSETTIA LANE I-K.H/\ F\E:MOVe' E,UAf\D MIL~ F8NCe q, ~ lMPf""EMENT PUNS FOR: ! POINSETTIA LANE LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TD CONSTRUCTION. AT BRESSI RANCH sr A. 75'00 TO 8rOO l----l---+----------------t-----+---t---l----ji•/4~p~~~RO&;-~=D,~~=L~~~i:--.;;~~~R~U~~0~r,~------$,¼>J CIT)! EN~ER ~ EXP. DATE ' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: -::=~~~ PROJECT NO. CHKD BY:. CT99-03 RVWID BY, DRAWING NO. 397-2K 0801 08' 81 \ / c:J=~ ~n~~~~~s, Inc. F'k;:·1n1r::,; ond Er;vl1-0nrne;-,,~·ai Consultants _.::,,veGue -Sut-te 30) -Sor' Diego, Co .. -S2JD1 .,_ --. a Ln a . .. ,c· . "" c., 02) _,..__ - 82 Lu tl 83 . 40 20 () 84 "' . '" "' 40 GRAPHIC SCALE 1°-40' 85 87 88 CENTERLINE DAT A NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD I 400. 00' 221. 32' CD N84°50'26"E 428. 68' ! i 00 NO. [I] 0 w G] [[] [fil [fl ~ rn I@ [JI] [ill Im ···7'0P·BFLEFT/R1GHT0Fftlff,B rO/JALS ·· -0. 41 'UNLESS OTHERWISE :SHOWN . -----.... -·--.. --------~--·---'··, -;-··--····-·· ·-__ , -·--.... , .. -.. , ....... ; -·. ,., ...... --; --- . TOP l -· MEDIANEOUALS:CFNTERLI/\ ELEV.: +Oi 45!' FOR 18' :WIDE'MEDIAN cuEf!B .. UNLESS PTHE!4WJSE SHOWN • . ' I CURB DATA DELTA OR BRG. RADIUS LENGTH REMARKS I',= 9°03' 27' I 441. 00' 227. 80' 6,, TYPE G C&G N84"50'26'E 428. 68' 6,, TYPE G C&G I',= 9. 03' 27' /359.00' 214.83' 6,, TYPE G C&G N84"50'26'E 428. 68' 6,, TYPE G C&G /',= 7 • 32' 3 5' I 400. 00' I 84. 3 I' 8 "TYPE 8-1 CURB t,=2· 30' 37" 456.20' I 9. 99' 8 "TYPE 8-1 CURB f,=6° 19'0/' 182. 91' 20. I 7' 8 "TYPE 8-1 CURB I',= 6 . I 9' 0 I ' 182. 91' 20. I 7' 8 "TYPE 8-1 CURB /:,= 3· 24' 27' 337. 84' 20.09' 8 "TYPE B-1 CURB /:,= 3· 26' 03' 333. 89' 20. 0 I' 8 "TYPE 8-1 CURB N84°50'26'E 345. 58' 8 "TYPE 8-1 CURB /:,= 9"03' 27' /391. 00' 219. 89' 8 "TYPE 8-1 CURB N84"50'26'E 428. 68' 8 "TYPE B-1 CURB WATER DATA (C.M.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS l',=9"03' 27' I 384. 00' N84°50'26'E I:,= 9 · 03' 27' 137 4. 00' N84"50'26'E 550 PRESSURE ZONE 700 PRESSURE ZONE 218.79' 12" PVC I CL 200 J $ 428. 68' 12" PVC /CL 200! $ 217.21' 12" DIP /CL 350!$$,# 428. 68' 12" DIP /CL 350!$$,# ---I. CAUTION!! LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. RECLAIMED WATER DATA (V.W.DJ NO. DELTA OR BRG. RADIUS LENGTH REMARKS L:,=9"03'27' N84°50'26'E /422. 00' 224. 79' 12" DIPICL-350} ;;· 428. 68' 12" DIPICL-350} I+ #-THE 12" DIP RECLAIMED WATER MAIN AND DIP SEGMENTS OF THE WATER MAIN SHALL BE INSTALLED WITH SACRIFICIAL ANODE CATHODIC PROTECTION & POLYETHLENE ENCASEMENT. SEE CATHODIC PROTECTION DETAIL SHEETS 14-17. ENGINEER OF WORK ~;!zx se,f/<J,(,,03 BENCHMARK: VALLECITOS WATER DISTRICT 11 AS BUil T11 DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-1800,.288'89 ELEVATION: 311.407 MSL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION BY,/2; &. V z (-z/a1 ~,,_.t'._Q ,:, I,,,./°' R... W'f EXP.' /3c/o°? DATE REVIEWED BY: VWD DWG.NO PRESTON H. LEWIS, P.E. DATE R.C.E. 45927, EXP. 12/02 l!IPROIEMENT Pl.ANS FOR: POINSETTIA LANE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL AT BRESSI RANCH STA. 8HJ(}J)() TO 81+5Ji/O APPROVED: GLEN PRUIM 81' A6-~-~~ CITY ENQERR£. EXP. OWN BY: PROJECT NO. CHKD BY: RVWD BY: CT99-03 I DRAWING NO. 397-2.l( 0 t s " _ __, VWD 02-0tJ4 ·.o' : I ~I I I EX I S T I N G 24 " ST E E L SE W E R -f - L t - + - 1 - i - " - ' 1v . w . o . ! 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' ' , ~-1 39 / /00 LF I 5' 12' R/W INDEX OF SIGNING AND STRIPING SHEETS SHEET 8 POINSETTIA LANE STA. 68+7I. 96 TO STA. 79+00 SHEET 9 POINSETTIA LANE STA. 79+00 TO STA. 93+67. 66 70 18' RAISED MEDIAN 71 72 12' I 5' R/W PM "BIKE LANE" ~~ MARKING AND ARROW ~___, 12 / / 00 LF 7+3 74 '--GU ARDRA/ L 4' CHAIN LINK FENCE ~-----i PM 'BI KE LANE' MARK I NG AND ARROW R26D/R8/ ~--MOUNT ON STREET LIGHT 4' CHAIN LINK FENCE GUARDRAIL 75 POINSETTIA LANE 77 12' 15' ,-- 29 330 LF 15' 12' lo 0 + 0- t-,.... . 0-~.__ ti) w w wI zt/) -W ....J LI.I I ti) u i /1 12' YELLOW STRIPE @ 45., 50' 0. C. '-------0 I I 00 LF '----'39A 200 LF '---R26D/R8 I TRAFFIC STRIPING.PAVEMENT MARKINGS AND PNEMENT MARKERS: GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING, 2. SIGNING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CAL TRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VERSION THEREOF!, THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD, 5-ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS, STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING !HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES ANO CROSSWALKS SHALL BE FIELD LOCATED, CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12, FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL ANO SAN DIEGO REGIONAL STANDARD DRAWING M-19, 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS TRAFFICS MANUAL UNLESS OTHERWISE SPECIFIED. 15, SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45, 16, WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE. 18. STOP SIGNS AND STOP PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 20, "SIGNAL AHEAD" SIGNS AND PAVEMENT LEGENDS SHALL NOT BE INSTALLED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. "SIGNAL AHEAD' tfGEND THERMOPLASTIC PAVEMENT MARKINGS: ~ ~@ @ 7lr W44 1111,1 Kimley-Hom INST ALL PAVEMEfrr LEGEND REVOVING EXIST. BY GRINDING !STRIPING DETAIL NOJ STRIPING DETAIL !STRIPING DETAIL NOJ NEW SIGN LOCATION !SINGLE POST! CALTRANS SIGN DETAIL NO. " TYPE NARRON i ., 'BIKE LANE" LEGEND AND ARRON " MOUNT ON STREET LIGHT GR CONFLICT/ NG '--.---STRIPING W4/ POINSETTIA LANE - TYPE IV PM LEFT ARROW SIGN {fGEND Rl i24"x30'! R26D/R81 COMBO SIGN !24'x30'J 38 z 240 LF CIJJJT/ON: GR CONFLICT I NG c__-\STR IP I NG z REMOVE R34-2 SIGN TYPE IV PM LEFT ARROW I I I I I I I I I I ' /0' \ I I I : I I I I I I : I I I : I : I I I I I . I I I I I I I ii I ' I I I I I I : I I I I I i ! I I I I I : I I I I [ Ii I I I I I :I I i ! I /1 EL FUERTE ST. SEE DWG. 400-BE FUTURE INTERSECTION STRIPING. FOR FUTURE SIGNAL SEE SHT. 10 DETAIL A flX STRIPING MODIFICATIONS REQUIRED FOR TRAFFIC SIGNAL INSTALLATION AT EL FUERTE STREET UNIJJJTHORIZED CHANGES & USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TD THE PLANS MUST BE IN WRITING AND MUST BE STREET PLANS TYPE IV PM LEFT ARROW 1 REMOVE R34-2 SIGN TYPE IV PM LEFT ARROW TYPE IV PM LEFT ARROW VALLECITOS WATER DISTRICT BY:~ (f) _ ~ -z,{7(c,-, PRESTON H. LEWIS, P.E. DA TE R.C.E. 45927, EXP. 12/02 8 '----I PM 'BI KE LANE" MARK I NG AND ARROW R26D/R8/ MOUNT ON STREET LIGHT 38 240 LF W41 --'t 0----::"1 PM -----'SIGNAL AHEAD" TYPE IV PM LEFT ARROW ENGINEER OF WORK Q _. i(a.,L,, vi DENNIS J. ~NOAAL R.C.E. 2../of/03_ 50270 DATE C;{t1/ob DATE R WED BY: VWD DWG.NO 011 INSPECTOR DATE 1----t--+--------------+---+---+---+----l J sH8EET j CITY OF C~,\RLSBi~J) SH3EEET.•>~ ~::::::::::'....':===:EN:':::GINEER=··=ING=DEP==:A:=R=:TM=:EN=::T=='-'==~ STRIPING AND SIGNING PLANS FOR: POINSETTIA LANE AT BRESSI RANCH STA.6/J,71.96 TO fXX)()JX) APPROVED: GLEN PRUIM 8 y ~~~&~«~-..:<;;~~__,,,_,,c'/.~~"5!"'·"""'-'--· .::_• ----.;i./23',:,J CITY ENGINkR R.~ EXP. D~E 1111 t___"'; and Associates, Inc. E::g;n-se,-1ns;;, P·!cnn!n.;; end Envlr-onrrenta! Corisuitcnt.s :51-;, F·:,_::-~•-:-, ,Aven•Je -Sui-te 30! -So~ 0'.e.go, Co. -92!0! 2.0 0 110 GRAPHIC SCALE I'= 40' APPROVED BY THE PREPARER OF THESE PLANS. DWN BY: ~~;:;:~ PROJECT NO. DRAWlNG NO. l ...::..:....::..:....::..:.::.._:....:..._...::.:.:._.:.:...::._...::..:.:.::_ __________________________ _::.:.:::...:.:::_.:::::::...:....::..::::.. ______________________________________ ,:::===================;=D;A_T=E;;~'N_··=IT;IA~L~;-□=A;T_E=_;='-jljj=-T=IA;L~~CR~Hv~~DD~=B~Y=y.'....:',=--=-== == =~= ==-l ::~::-=-=-=c=-=__:__T=9~=9==_-=0==--=3~==~~3~~9~7=-~2~:...:l<_'..J _ ... ~o- OTHER APPROVAL CITY APPROVAL _ ; DA TE INITIAL ENQNEER Of WORK REVISl.0111 DESCRIPTION VWD 02.-0'J4 /- Ol "BIKE LANE"--MARKING PM AND ARROW R26D/R81 39 40 LF I I 111111 Kimley-Hom HBL_. and Associates, Inc. E,·--,·:;ic:eer·ing, P:n~C:,-,c, and Er,vlronmedTi·ci C0ns0:tonts ,---~OR STRIPING ON EL FUERTE STREET SEE EL FUERTE IMPROVEMENT PLANS ___ TEMPORARY AC BERM /WITHIN INTERSECTION! _ __, 39 750 LF ,--,39A 200 LF Rl & N-1 PM 'BIKE LANE' MARKING . -- \ \ \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~-<39A 40 LF ,----<39 368 LF ----, 39 368 LF - ~-:, ·~ . ,. ' . . --- I 5' ---12' --10' 81 - 8. 8' 12' -I 5" ,. ;; . '----PM • 12' YELLOW STRIPE@ 45°, 50' ON CENTER ~--1 39 950 LF R34-2 "BIKE LANE' MARKING AND ARROW ~~ 29 190 LF ~-TEMPORARY AC BERM /WITHIN INTERSECT/ON! r-----1 12 368 LF R26D/R8I RAMP SIGN TAIL ~-MOUNT ON STREET LIGHT 2() AND ARROW R26D/R8/ MOUNT ON STREET L I GHT 83 84 ~---1 12 I I 00 LF I GR 8 00 LF 95 --- .----l PM ----< 12 I I 00 LF 'BIKE LANE" MARKING AND ARROW R26D/R8/ --MOUNT ON STREET LIGHT --4' CHAIN LINK FENCE I 85 --GUARDRAIL --GU ARDRA/ L 86 4' CHAIN LINK FENCE POINSETTIA LANE 15' 12' I 2' I 5" _, R/W ~ -.. ~ -. 8.9 I 0 0 + 0 I- 0,.. LL .w ~~ 9 (/) 0 w _J z~ -_J w I w . ~: .. -. ---:•-: ,: . -.. u (/) ~--< PM 'BIKE LANE' MARKING AND ARROW R26D/R81 ~-MOUNT ON STREET LIGHT VALLECITOS WATER DISTRtCT . . PRESTON H. LEWIS. P.E. DATE R.C.E. 45927, EXP. 12/02 R/W Ii I BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: ST A288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN D!EGO COUNTY VERTICAL CONTROL RS-1800, 286•89 ELEVATION: 311.407 MS1- ENGINEER OF WORK QA /L.,,L,J 2.(01/0 3 DENNIS J. LANDAAL R.C.E. 50270 DAT[ "AS BUI~ T" Et1 I J 0 J e,/14/0 (, R.C.E. 5C> 2-70 EXP. {p{3c){Q'J DATE REVIEWED BY: VWD DWG.NO ~ I CITY OF CARLSBAD' I SHEETS I 1----t----t---------------t----t--t----+---i L2_j. ENGINEERING DEPARTMENT . 36 1----1----t-----------------t-----t----t---t----i STRIPIN6 NID Sl9NINS PI..IINS FOR: POINSETTIA LANE AT BRESSI RANCH -4!/,W..pJ . EXP. Dill VWD 02-00·4 / '03.06 POLE AND EQUIPMENT SCHEDULE ;/( POLE TYPE STANDARD POLE MAST ARM HEIGHT SIG. LUM. A 0 24-4-129 30' 35' 15' 17' ® 1-A 1 0' 1 6' © 26-4-129 30' 45' 1 5' 17' ® 1-A 1 0' 15' ® 26-4-1 29 30' 45' 1 5' 1 6' 0 1-A 1 0' 16.5' ® 26-4-1 29 30' 45' 1 5' 1 7. 5' 0 1-A 1 0' 1 6' B 3' 3' 3' 3' 3' 3' 3' 3' VEH SIG MTG MTG 2-MAS SV-1-T TV-2-T 2-MAS SV-1-T TV-2-T 2-MAS SV-1-T TV-2-T 2-MAS SV-1-T TV-2-T INDICATION RA,YA,GA R,Y,G R,Y,G RA,YA,GA R,Y,G RA,YA,GA R,Y,G R,Y,G RA,YA,GA R,Y,G R,Y,G RA,YA,GA R,Y,G RA,YA,GA R,Y,G R,Y,G RA,YA,GA R,Y,G • ALL EQUIPMENT IS NEY,! "' ALL PED PUSH BUTTONS SHALL MEET OR EXCEED ALL ADA ACCESSIBILITY GU!DEUNES. PED SIGNAL PPB" LPSV MTG. ill ARRl}II LUM/NNRE /J.S.N.S. REMARKS N Poinsettia 0 0 SP-1-T $2 180 W Lane E SP-1-T $8 - SP-1-T N $8 180 W EI Fuerte 1.73 r-:;-i4 Street L:'.J L.J w SP-1-T $6 - SP-1-T s $6 -180 W Poinsettia i-;l 1--:;l Lane L::'J LJ SP-1-T Q)4 w - SP-1-T Q)4 w -180 W EI Fuerte i-;l 1--:;l Street L:'.J LJ N SP-1-T E.V.P.E. DETECTOR~~'------F==l ,---,---., APPROACHING VEHICLES-~- ..... w UJ a:::: ..... V) w ..... a:::: w ::::::, LL .....I w 44' I I I I I I I I I I I I I I I I I ~o J r- (j} 1 _) <1)5 I I I I I I I I 1§ PHASE DIAGRAM -t: <)----!> L v ©2 (!}3 $4 ,;,. <)----!> i :i -v $6 (!)7 (!)8 BARRIER <p8 __ A~-- t '\ 200' TO LIMIT LINE I I I I I I I I I i I i L !MIT IL I~E I I DETECTOR SCHEDULE NO. PHASE SLOT TERMINAL AB-121 ASTRO MINI-BRAG OR EQUAL MAST ARM STAINLESS STEEL BAND OPTICAL DETECTOR ASSEMBLY I I I I 2 !2U T2-5&6 NOT TO SCALE R/W R26D/R8/ 2 2 !2L T2-7&8 3 2 /3U T2-9&/0 4 5 JIU T3-!&2 5 8 J6U T5-9&!0 6 8 J6L T5-ll&/2 l 8 JlU Tl-1&2 8 8 JlL Tl-3&4 9 3 !5L T4-5&6 /0 6 J2U T3-5&6 II 6 J2L T3-7&8 12 6 J3U T3-9&!0 /3 I JIU T2-l&2 14 4 /6U T4-9&!0 15 4 !6L T4-ll&/2 /6 4 f7U T6-!&2 (7 7 J5U T5-5&6 PPB 2 ll2U T8-4&COM6 PPB 4 l/2L TB-5&COM6 PPB 6 l/3U T8-l&COM9 PPB 8 l/3L T8-8&COM9 - EVPA 2•5 Jl2U T9-4&COM6 <p2 EVPB 4•7 J/3U T9-7&COM9 EVPC 6•/ Jl2L T9-5&COM6 EVPD 8•3 J/3L T9-8&COM9 FLASH -114/J TB-/O&COM/2 CONSTRUCTION NOTES l7 INSTALL TYPE 170E CONTROLLER IN MODEL 332 ALUMINUM CABINET L'..J INCLUDING THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING 300' TO LIMIT LI E 2" C: S J.C. TO BOUNDARY LINE IAPPROK.1/!00FT.); /NSTAU PULL BOXE.5 fff cOO' INTE'.?_R~VA~J.,5~;-----' 79 C:..7J 2 - R/W 44' TO ' co Yi7777 TTi7 11~/,'l/111 1 11 .;"lJ.''''/ u. L.... ! ,.:,_;_1_j_ r";"t7ilj'f.1 /i J ' 3, , , / / ' ' . I [L !_l/_j_/.J_/ / I AND OPERATION SHOWN ON THIS PLAN. THE CABINET SHALL HAVE A PULL-OUT DOCUMENT TRAY. THE CONTROLLER UNIT SHALL BE EQUIPPED WITH ONE MODEL 412C PROGRAM MODULE, ONE MODEL 404 LIMIT LINE 5 MODEM, ONE BLANK MODEL 27256 EPROM PROGRAMMING CHIP, TWO MODEL 752 DUAL PRIORITY DISCRIMINATOR CAROS, TYPE 200SA LOCAL INTERSECTION CONTROL PROGRAM AND EDI 2010ECL CONFLICT MONITOR UNIT. AN UNINTERRUPTIBLE POWER SYSTEM CUPS! SHALL BE INSTALLED IN THE CONTROLLER CABINET USING A SWING-AWAY MOUNTING. THE UPS SHALL PROVIDE A MINIMUM OF 8 HOURS RED FLASH OPERATION AT INTERSECTIONS USING RED LEO SIGNAL INDICATIONS AND INSTALL POWER CONDITION TO THE CONTROLLER (CLARY SP 1000 SERIES OR APPROVED EQUAL!. r--:::;-i INSTALL TYPE III-BF SIGNAL ANO LIGHTING SERVICE ENCLOSURE L.'.:..JPER SDG&E REQUIREMENTS. PROVIDE 50A-1P, 120V SIGNAL METERED CIRCUIT BREAKER, 15A-1P, 120V I. I.s.N.s. METERED CIRCUIT BREAKER, 15A-1P, AND 30A-2P, 240V LIGHTING UNMETERED CIRCUIT BREAKER. SERVICE CABINET SHALL BE FABRICATED FROM ANODIZED ALUMINUM SHEET PER CALTRANS SPECIFICATIONS. INSTALL SINGLE CHANNEL E.V.P,E. DETECTOR UNIT (3M OPTICOM MODEL 711 OR 3 APPROVED EQUAL! PER CALTRANS STANDARD PLAN ES-4E. CONTRACTOR SHALL FURNISH ANO INSTALL £. V.P.E. EQUIPMENT, MOUNTING HARDWARE, CABLE AND ALL OTHER HARDWARE NECESSARY. 4 INSTALL MAST ARM-MOUNTED SIGN PER CALTRANS STANDARD PLAN ES-7N, DETAIL "U". SIGN TYPE AS NOTED ON PLAN. CURB/BERM FLOW LINE OR EDGE OF SHOULDER -0 {.) z -0 lL -lL r-<( u er: w r-e,: -lL DD 1 Q' I (IJ 2" C. PER SDG&E REQUIREMENTS I TO SERVICE POINT I LOCATED APPROX. 80' SOUTH OF I INTERSECTION 5 SEE SHEET 9 FOR STRIPING OF LEFT TURN LANES. 0 REMOVE AC BERM. . POLE LOCATION DETAIL r-:;7INSTALL VIDEO DETECTION SYSTEM i ITERIS VANTAGE EDGE OR APPROVED EQUAL! TO PROVIDE L'._JVEHICLE AND BICYCLE DETECTION FOR ALL APPROACHES, INCLUDING VIDEO DETECTION PROCESSORS AND VIDEO MONITOR MOUNTED IN THE CONTROLLER CABINET, VIDEO DETECTION CAMERAS MOUNTED ON LUMINAIRE MAST ARMS AND ALL WIRING AND ALL ANCILLARY EQUIPMENT. ~-n Klmley-Hom ~! 1111 ~---1 and Associates, Inc. ~:1glr,ea:··:·:;,;, Pioi:nlng end Envlronrri.en-1-Gl Conswfi-ants 5;7 fe,vr·:'f°1 /we;-1u-e --Sur-te 30/--Sc;1 Diego, Ca. -92i0l NTS 0 20 40 GRAPHIC SCALE I"= 20' I I I I I 8P <p6P 7 4 6 R73-2 1 8 2 7 <p6P 4 R73-3 EVPD I I I I I I I I \ \ \ ¢4 cf,4 i I 44' I TO I , 1 , IMITILINE t,..._i ·~15. r--..'__J · 1 I I . h1::i . ' ' I I 7 I I I I I I I I 200' TO LIMIT LINE~ CONDUCTOR SCHEDULE 6 p CONDUfT SIZE & RUN AWG SIZE H OR A POLE OR 21 II 3 ,, 3" 2-3 II 2 ! // 21 If 3 ,, 3-3H /2 /2 /2 CABLE TYPE s C/RCUfT ill ~ & ffi & £ A & E C POLE -A / / / / / / / ½ 0 / / / / 1/j 1.,.--, N 3 C POLE -B / / D 0 POLE -C / / / 1../.f / / / Vi u N C 0 POLE -O / / 1 /, vi / / / .1/1 T u 0 C POLE -E / 1/, / / / / / ¾ R T s 12 0 POLE -F 1/, 1_..,,-:j' / / / / / h R s POLE -G / / / / / / Y, Y1 POLE -H / / / / / 1/1 M 1 1 / / / / / / / / TOT AL CABLES 3 CON./12 CON. 1.,...-{ ½ Yi 4~ v1 0, ½ Ys N0.6 SIGNAL SERVICE /0 UGHTING 1 2 6 PAIR */9 SJ.C. 1 z POlE-A BEWEN POLE-C 1 828! VIDEO POLE-E 1 1 1 CABLE POLE_-G 1 3•16 PCNIER CABLE TOTAL VIDEO 0 1 1 0 2 z 0 0 1 1 4 4 I £V CABLE 2 I 1 4 2 ,, 2 ,, 2 ,, £ ~ ~ / / / / / / / / / / / / / / / / / / / / / / / / / / / 3 2 WORK TO BE DONE THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THIS PLAN AND: 1. THE CITY OF CARLSBAD SPECIAL PROVISIONS 2. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999 OR THE LATEST REVISION THEREOF). 3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS (JULY 1999 OR THE LATEST REVISION THEREOF J. 4, CALIFORNIA DEPT. OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION ANO MAINTENANCE WORK ZONES (1999 ED OR LATEST REVISION THEREOF!, 5. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1997 ED.) GENERAL NOTES 1. THE LOCATION OF ALL UNDERGROUND UTILITIES ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL JOB SITE CONDITIONS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 3. ALL NEW PULL BOXES AND COVERS SHALL BE CONCRETE UNLESS OTHERWISE SHOWN. PULL BOX COVERS SHALL BE MARKED WITH "TRAFFIC SIGNAL" . ALL PULL BOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. MAXIMUM PULL BOX SPACING SHALL BE 200 FEET. 4. ALL CONDUIT SHALL BE 3" UNLESS OTHERWISE SPECIFIED. 5. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 3" CONDUIT INSTALLED TO THE ADJACENT NO. 5 PULL BOX. THE CONTROLLER FOUNDATION SHALL HAVE A SPARE 3" CONDUIT STUBBED OUT TO TH£ ADJACENT NO. 6 PULL BOX FOR FUTURE USE. 6. ALL SIGNAL HEADS SHALL BE 12" IN DIAMETER WITH BACK PLATES. ALL RED, GREEN AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D. 7. PEDESTRIAN HEADS AND PUSH BUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN SIGNALS SHALL BE TYPE "A" , L.E.D. PEDESTRIAN PUSH BUTTONS SHALL BE 2" ADA. 8. LUMINAIRE AND I.I.S.N.S. SHALL HAVE TYPE IV P.E.C. 9. ANCHOR BOLT NUT COVERS SHALL BE PROVIDED FOR ALL STANDARDS. 10. SIGN PANELS FOR THE INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE FABRICATED USING PRISMATIC LENS SHEETING (DIAMOND-GRADE OR EQUIVALENT). 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF VIDEO DETECTION ZONES, TRAFFIC STRIPING, PAVEMENT MARKINGS AND LEGENDS PARKING REMOVAL AND TRAFFIC SIGNING SHOWN ON THESE PLANS. ALL TRAFFIC STRIPING AND MARKINGS WITHIN A 500 FOOT PERIMETER OF THE CONSTRUCTION PROJECT SHALL BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 12, THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE FOR THE LOCATIONS OF THE STRIPING, PAVEMENT MARKINGS AND LEGENDS, PARKING REMOVAL ANO SIGNING PRIOR TO PAINTING AND INSTALLATION. 6 ALL CONDUCTORS AND CABLES ARE NEW 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS BY GRINDING. 44' -LIMIT -....., 11 -- cf,6 GUARDRAIL . s. 2"C. ;S. I .c. TO CONTROLLER CABINET AT MELROSE DRIVE (APPROX. 4200ft). INSTALL PULLBOXES AT 200' INTERVALS R/W --- 2"C.;S.I.C - 300' TO LIMIT L ANE ¢6 14. TH£ CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARD MORE THAN TWO WEEKS PRIOR TO THE SCHEDULED TRAFFIC SIGNAL TURN-ON UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 15. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DURING FLASHING OPERATIONS. 16. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND STRIPING CONTRACTOR. 17. EXISTING STOP AND STOP AHEAD SIGNS AND PAVEMENT LEGENDS SHALL NOT BE REMOVED UNTIL TRAFFIC SIGNALS ARE OPERATIONAL OR UNTIL DIRECTED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH ARE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED T:J PRACTICE LANO SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. 19. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. 20. TESTING OF CONTROL EQUIPMENT AND CABINET WIRING SHALL BE ACCOMPLISHED AT A FACILITY DESIGNATED BY THE CITY OF CARLSBAD. THE CONTRACTOR SHALL DELIVER AND PICK UP EQUIPMENT. 21. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REOU I RED FOR I NTENDEO OPERA TI ON. 22. THE CONTRACTOR SHALL COORDINATE SERVICE DETAILS AND SCHEDULING WITH SDG&E AND PAY THE REQUIRED FEES FOR SERVICE CONNECTIONS. 23. ALL SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. TRAFFIC SIGNAL INSTAttAT!ON NOTE: IF SIGNAL IS NOT INSTALLED WITHIN ONE YEAR OF THE CITY APPROVAL, PLANS MUST BE RESUBMITTED FOR PLAN CHECK 90 DAYS IN ADVANCE OF BEGIN CONSTRUCTION DATE: /BEGIN CONSTRUCTION DAT£ REQUIRES PRIOR APPROVAL BY CITY ENGINEER! . DECLARATION Of RESPONSIBI f CHARGE: I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TRAFFIC SIGNAL PLANS FOR THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESS/DIVS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD JS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS ENGINEER OF WORK A/VD OF AIY RESPONSIBILITIES FOR PROJECT DESIGN. FOR STRIPING R73-2 POLE A POLE C POLE G NO U TURN R73-3 POLEE SIGN DETAILS NOT TO SCALE 50270 BENCHMARK: IJ£SCR!PT!ON: STANDARD STREET SURVEY MONUMENT LOCATION: STA. 288+89 EC DN CENTERLINE OF EL CAMINO REAL RECORD FROM: SAN DIEGO C/JUNTY VERTICAL CONTROL RS-1800. 28B-+89 ELEVATION: 311.407 M.S.L DATE "AS BUil T" bt .;/Juj en/,4:/01, R.C.E. 5:0 2 ~ EXP. (p/ 3 o/o 7-: DA TE REVtEWED BY: VWD DWG. NO 7 INSPECTOR DA TE ~ CITY OF C.4..RlLSJB.f\\.D t-----t---t----------------+-----1---+---l-----l LJQ_j ENGINEERING DEPARTMENT SHEETS 36 l---t----+--------------+----+--1-----1----l TRAFFIC SIGN/Jl. PLAN FOFI, POINSETTIA LANE AND El FUERTE APPROVED: GLEN PRUIM ,8 Y f---+---t--------------+---+--l-----l-----liL&,.;..;:/.....:;¢*1~~/L....,~VV:,::_j~~-=·:..._ ____ ,iY/Po~ l---+----l------------------1----1---j__ __ j__ _ __J CIT7 ENGINEfi'R R.~ EXP.DAfE l---+----l------------------l----1---j__-_j__ _ __J DWN BY:~~-PROJECT NO. DRAWING NC:. EoNGA:.:.R 0F1Mwr01RAKL DATE 1N1T1AL DATE 1NJr1AL ,Rc!..:HvK~o0!....E.6By~,·-:...:_=::s:.=-::::;.=;(·~:1'!,.._....:C::...'..T....'.g~~--Q~ _ _J 397_2 )·( ,=c R£\/ISIQN DESCRIPTION OTHER APPROVAL CITY APPROVAL ~ " VWD 02-0.)4 0 - MATER I ALs· LI ST: (j) 0 ® @ 0 I EACH PRESSURE REDUCING AND PRESSURE SUSTAINING VALVE, CLA-VAL 92G-OI, BCSKCY, C. !. BODY, SS TRIM, CL 125 FLANGES, EPOXY COATED INTERIOR, X/01 INDICATOR !SEE MISC. UNDER TELEMETRY SYSTEM COMPONENT LI ST J. I EACH 6' PRESSURE RSDUC!NG AND PRESSURE SUSTAINING VALVE. /SAME DESCRIPTION AS ITEM NO. I J. I EACH 6' PRESSURE RELIEF VALVE, 50A-O! BCKOGY, C. I. BODY, SS TRIM, CL 125 FLANGES, EPOXY COATED INTERIOR, CRL 20-200 PSI RANGE. 2 EACH 12' GATE VALVES, CL 125 FLANGES, WITH HAND WHEEL. 2 EACH 8" GATE VALVES, CL 125 FLANGES, WITH HAND WHEEL. 6' GATE VALVE, CL 125 FLANGES, WITH HAND WHEEL. 2 EACH 12Xl2X8' FABRICATED 10 GA. STEEL COMBINATION TEE, BEND, AND SPOOLS W!RH THRUST COLLARS PER DRAWING, WELDED JOINTS, CL/50 FLANGES. @ I EACH 8X6" FABRICATED /0 GA. STEEL TEE, CL/50 FLANGES, WITH MORTAR LINING. ® @ (jJ) @ © (jJ @ @ @ @ @ @ @ @ @ <3> @ @ ® @ I EACH 6" FABRICATED 10 GA. STEEL DISCHARGE LINE WITH BEND, CL/50 FLANGES, V/CTAUL!C COUPLINGS, MORTAR LINED WITH PORTION COATED. 2 EACH l2X8' CL/25 FLANGED REDUCER WITH MORTAR LIN I NG. I EACH 12" CL/50 FLANGED SPOOL WITH MORTAR LINING. I EACH 12" CL/50 FLANGED SPOOL WITH V!CTAUL/C COUPLING AND MORTAR LINING. I EACH 8' CL/50 FLANGED SPOOL WITH MORTAR LINING. I EACH 8" CL/50 FLANGED SPOOL WITH V/CTAUL!C COUPLING AND MORTAR LINING. 3 EACH STYLE 77 VICTAULIC COUPLINGS. I EACH SUMP PUMP 'LITTLE GIANT' V4 HP AUTOMATIC, CAT. '506909 GRANGER'3P639A I EACH I½' PVC LINE TO DISCHARGE WITH CHECK VALVE AND COMPRESS/ON COUPLING. I½' GALVANIZED SUPPORT BRACKET. 8 EACH ADJUSTABLE PIPE SUPPORT, FEE AND MASON, FIGURE 291. GALVANIZED WITH DRAIN HOLE -MOUNTED ON RAISED CEMENT. I EACH PRE-CAST CONCRETE VAULT /PARKWAY LOADING! INCLUDING P. C. C. THRUST COLLAR WALLS. I EACH 36X36' HATCH, 8/LCO TYPE J-4AL. RUN HATCH ORA IN TUBE TO DAYLIGHT OR CURB. I EACH GALVANIZED STEEL LADDER, ALHAMBRA FDRY. MODEL NO. A-3400 WITH LADDER-UP. 2 EACH 6' PVC VENT PIPES. 2 EACH 6" PVC 90" BENDS. 2 EACH 6' PVCX STEEL ADAPTERS. 2 EACH 6' JO GA. STEEL VENT PIPE, PRIME AND PAINT ABOVE GROUND. 2 EACH 6' STEEL INTAKE AIR CAP, ALHAMBRA FDRY. MODEL NO. A-2/63 (GALVANIZED!. 2 EACH CONCRETE VENT PIPE ENCASEMENTS. I EACH 36" DIA. PRE-CAST CONCRETE MANHOLE. @ I EACH 2' BLOW-OFF. BLOW-OFF MAY NOT BE NECESSARY DEPENDING ON PIPE PROFILE. Cg) 6' PVC LI NE FROM RCW PRS ( SEE SHEET 4/J TO DJSCAHARGE MANHOLE @ @ @ @) ® ® T.R /73. 79 CEMENT COATING. LEAVE ON TO FIRST FLANGE. INSTALL HOSE BIB AT BODY PLUG LOCATION-PRESSURE RELIEF VALVE. TELEMETRY ENCLOSURE WITH FLOAT SWITCH WIRED TO I /Ov RELAY. INSULATING FLANGE KIT PER DETAIL 7 ON CP-2 CORROSION TEST STATION WITH I ANODE. SEE CP SHEETS 11/,' PVC LINE FROM RCW PRS SUMP PUMP SEE SHEET 41! TO D!SCAHARGE MANHOLE 21 A : , ' LJ _J__J._+-+-+- F N ----1.41 ~--------' 46 RITTAL BOX 5 -LD 46 Ii . " t· . '' ::::; . ' r,; ' . I CONTRACTOR TO VERIFY ALL PI PE LENGTHS L------------1=-,L=/79.541 I LI GENERAL NOTES: ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD MUNICIPAL WATER DI STRICT. ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EQUALS. PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR END CAPS AND GASKETS SHALL BE MADE AS NECESSARY BY FABRICATOR. CONTRACTOR/FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF ALL PIPING AND VAULTS PRIOR TO FABRICATION. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS. VAULT FLOOR SLAB, WALLS, TOP SECTION, MANHOLE FRAME AND COVER SHALL BE DESIGNED IN CONFORMANCE WITH AASHTO STANDARDS FOR PARKWAY LOADING INCLUDING EFFECT OF RETAINING WALL SURCHARGE. VAULT SHALL BE OF A ?RECAST TYPE DESIGN WITH ALL SHOP DRAWINGS AND DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT, BY THE CONTRACTOR, FOR APPROVAL. ALL INTERIOR PIPING, VALVES AND FITTINGS SHALL BE, SCALED, DEGREASED AND PAINTED PER DISTRICT STANDARDS. ALL STEEL PIPE SHALL BE MORTAR LINED AND COATED PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED. REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. ALL ACCESSORY PIPING, TUBING, CONDUIT AND OTHER COMPONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE. j , > c"---'-----> "---'--------'> CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHALL BE FINISHED SMOOTH AND EVEN PER SECTION 8-13 'SURFACE FINISHES' OF DISTRICT STANDARDS. WRAP ALL BURIED METAL OUTLET PIPE FITTINGS WITH PETROLATUM WAX TAPE PER AWWA C-217 AND PARAGRAPH 3. 4 ON CP-4 9 7 TO DISCHARGE MANHOLE 47 Ii . -6 GJ L, . ELECTRIC SERVICE SINGLE PHASE 1201240 VAC MYERS ME-UG 125 SERVICE PEDESTAL WITH /00 AMP MAIN. i · IC I RCU IT SCH. AS SHOWN J. L"~~ ~ ! TELCO JUNCTION BOX ( 8X8X6' J ATTACH T·-o ~ SI DE OF PED. ~ Ci) 1:t½½ r. CIRCUIT SCHEDULE CIRCUIT I 20AMP LIGHTS & OUTLETS CIRCUIT 2 20AMP TIME CLOCK & FAN CIRCUIT 3 20AMP SUMP PUMP CIRCUIT 4 20AMP TELEMETRY NON-METALLIC CONDUITS CONG. ENCASE PRIVATE ONLY • . 49 6 . 22 I -6 ff II 4 i' i 12" MIN. 8 ~ <.D I 2' CONDUIT l,l , lr--'-· ,_, t-t~ 3 I 44 14 7 [> [> J> [> [> ~ r,· l>rh [> i :::,;,. . ;,, ;,, ' ,,.. ' ,,_ . /0, • J>, I>-• ....... l>-N0. 4 BARS 12"' ' ----~----------------~-f--~---: 0. C. EACH WAY 6 l 'f ~-t-~--.=._.~,--_=. ; [)i , I• SECTION A-A SCALE½' = /1 ,, , ,, 7'-9" 4 f -JI B C C . [:; i--.. 9 " ·~ ~ NO. 4 BARS 12' ~ 0. C. EACH WAY \:!5JI 51 ( 1 7 1--+--+--.Li TO 6 . DISCHARGE . ' MANHOLE " . 1 1 0' SECTION B N. T. S. / 19 -GJ z TO TELCO SOURCE---1-l.::::::::i > ::e MH 361. ~: _}) 2" ELECTRIC CONDUI ~ TO WATER VAULT 2' PVC ELEC. CONDUIT \ > WITH PULL ROPE TO 2' TELCO CONDUIT SDGE TRANS. STA. NO. TO WATER VAULT T 3" 4" "--'-"' " .. . . T . • I> • :' • "' TRENCH ' 213-83. (300'±) SERVICE PEDESTAL DETAIL N. T. S. TRENCH DET A ,1 L N. T. S. , ,, --;=T==tt~~~~±h-f I> ~ 0 FROM RCW PRS -' SUMP PUMP LD ·1 "" 17 ! 6 (gJ} I EACH 36' DIA. CIRCULAR GALVANIZED STEEL GRATE, f ~---'--'-+ 22 ~ •. ; 3h>--' fzril ALHAMBRA FDRY. MODEL NO. A-/ 558-36. -" N 1, I .~ WRAP ALL BUR /ED METAL OUTLET p / PE ,J_9; I EACH 6' FABRICATED IO GA. STEEL DI SCH ARGE L I NE---Jf----------------¥--f-f---+-----'--+++---,-, ---s,c------c-, --,e,---+,,------'l-+-f--,----=H-++--.,::\--ill--+------j ..o..-+· -· -'-1 ---+---+--'---FI TT I NGS WI TH PETRO LA TUM WAX TAPE ® ©t~.· · .. ,1 , ::::::i=:!:===F::::iROM POT AB LE ~ , PRS SUMP PUM? ' > I ---FROM POTABLE _ __,__~PRS PRESSUF/E RELIEF VALVE WITH 180" BEND, CL/50 FLANGES. MORTAR LINED i , ' , 1> "" ~ " ~ :> · PER AWWA C-217 AND PARAGRAPH 3. 4 11 ;~:~;~;T~~!fs~o~~~~K~;:RIMED AND PAINTED. -~--l, --------------+,,;,Ji-, +-:-4ac,/i~·. rJ>-~:::r~4,'7[J'jTC~-3c=' 8====· =·====·=·====,---·1-w--_[_'-'--' ~1-ittt-"-~111llr-,'71> 'r/i ·i .· ON CP-4 ' > ' /. L ·1 >I TYPE OF FITTING WILL DEPEND ON TYPE OF PIPE. ~ 5 · ., ' 3 ~ ~ MECHANICAL JOINT FITTINGS ARE NOT PREFERRED. 2 EACH 8' SLIP ON/WELD ON FLANGES. 2 EACH 12" SLIP ON/WELD ON FLANGES. 2 EACH PRESSURE GAUGES, ASHCROFT 3 ½'-/009A 114, ~ FITTED AND INSTALLED PER GAUGE DETAIL HEREON. ? @ PRESSURE TRANSDUCERS fji> 18' RCP DRAIN PIPE TO STORM DRAIN. SEE \J!:!! SHT 5 DWG '397-2J ® I EACH DAYTON SHADED POLE INTAKE BLOWER AUTO RESET. MODEL NO. GRANGER'4C943 OR '4Y533. A r ~ ' ,. • , • I> 11-+1'~~"'4-'--i-"-s ,_, 1-,-'-.!--...J..,-....!.1 _' -_;,s_:_"...,....1~1_".J-..!-1_' ---=4!...."..j..,..,!9_".j!,..!.._1 ....:1/4 ',.!.1_· -__\s!........'..1/L."~9-" µ1_' -....:4;__"~, 7 DDj.6· b·D.b bi 1 I ; ;;~: :~~~:. TI MER -1 NTERMAT, c # 2T2so, A ~ , 0l·/i , . 3 1 10 1 1 3 I> • ·i: . t1 @ 2 EACH DUPLEX OUTLETS. -_+--...;._.+--~--t11+------+6 +'·---+-: ---c-'.--~l-==~k,.-----C:,='F$1i==$===:',====~.-_,i_~--+.___j-~,_j_ _ _J, 6 · @ 4' FLUORESCENT FIXTURE -LITHONIA CAT. 'DD240A-WLF°' RIW t 11, > i> , ~ , " ~ c, , ~ , . i> , I> I> , I> ~ , I> d @ I EACH 6' SLIP 0/VIWELD ON FLANGE. @ 4 EACH I' -3000 LB. GAUGE COUPLINGS. @ 2 EACH 8X6' CL/25 FLANGED REDUCER WITH MORTAR LIN I NG. 12"M,J.xM.JGll.@ R/W WI Iii," x Ii" RcDUCER 4 -+------!------- 3' -8" ' ;. .i 1 2" 9" 1 '-2" 1 '-2" 2' -5 5:" /,0-2" 2' -1 3," 1 '-2" 1 '-9" 9" 1 '-2' 1 '-1 9" Ii J I ¥--'i---"-~--"-l------'=----"----"'---J..'-----"--1-,-.!e__-'--...'.JL--J.-'-~--'----"'--k-~~l----!-.J-2.....i ~ 14'-o" I 15'-6" 1 2" ELECTRICAL NOTE: EN A 7 3 0. C. EACH AY 3 ' 8 " 4 3 6 ! 1.:.,,l..r-,1"1.-,.i' $'_j'.J; :-;LJ----c---c\ FAN I "' · i k , ~ ,,..---le ~, SECTION C N. T. S. 7 FROM RCW PRS PRESSURE RELIEF VALVE 'Cl ' """" a- -.: a_ :i "--"-' . -ct: ::::. 31 I> Pi 9 42 31 SECTION D -DISCHARGE M.H. N. T. S. ASHCROFT 3 ½'-/009 A¼' PR SUR A I PRESS R 0-200 P. S. !. DOWNSTREAM URE T ANSDUCER IX/14' BRASS BUSHING 0-300 P. S. I. UPSTREAM 1/4" BRASS NI PPL£-~ I , MI p X FI p BALL CORP IX/14' BRASS BUSHING------~~-'¼' GAUGE COCK L......:=1 :=J !FORD FB 1700; JONES J-193/J I' Ml P X F JP BALL CO vsc-----CJ:c==-L.I :__" J;.C~L JOOO STEEL COUP LI NG ~--..C'.t==:..,l'._'.'."~,CL 3000 STEEL COUPLING !FORD FB 1700; JONES J-1931 PIP I NG PER PLAl'r------::>L-----------,<'-- ..___ Ifo" M. J. xM. J. 8. V. @ RIW WI /6'X/2' REDUCER GAUGE DETA! L N. T. S. PIP I NG PER PL~--')L-.-------,,!'-- PRESSURE TRANSDUCERS TO BE INSTALLED ON THE SAME SIDE OF VAULT AS THE TELEMETRY ENCLOSURE VWD DWG.NO l---+--+---------------1--l------1e---.i----l~ CITY OF CARLSBAD I SHEETS I LJLj ENGINEERING DEPARTMENT 3 6 t-----+---t--------------+----+--1----1----1 IMPR<NEMEfff PUNS FOR, POINSETTIA LANE AT BRESSI RANCH PRcSSURE REDUCING 5TAT!ON DUA/LS !-----+---t--------------+-----l---1---....j_--J APPROVED: GLEN PRUIM IJY t------t---t---------------l---+--1----1---l.~~~~~.l,&_~~~E~.-~--EX-P-.--~1i-i3 F'llllllll1 Kimley-Horn ~-L and Associates, Inc. Ei7glneer<rg, Picn:7!ng and Envlronmentol Cor:sulT,:mts 51? Fo'..irth /.i.ve;-1ue -Suit,s· 30!-Sen Dlego. Co~ -92/0; T eh (6lS) 234-9411 Fox: (6!9) 234-SA33 EXACT LOCATION OF ELECTRICAL COMPONENTS TO BE DETERMINED BY DISTRICT REPRESENTATIVE DURING CONSTRUCT/ON 30894 DATE uBY •~• ~c--===------.....:::::0.....-l-::-:-:::;::---+:=:-:-t--------------+-----l---1---....j_--J DWN BY: PROJECT NO. DRAWING NO. ""STRICT ENGINEER DAE ~::ER o~Nlw:~L REVISION OESCR{PTION -o~-:T-E~-A~P-~:-':-:AA_LL+-~-~~-E-AP-'-PR-'~-:~-A~-1 lc:'~~~~!!.::i:...s!::.B~:.:.',-=::::!.;::~~__::C::_:T~99.:::._-~0:::3:'.......__J 397-2K VWD 02-00-4 0306 08151 TYPE VALVE POS. TRANS.ITYPJ ¾" C-I-2~/BSH INT ME BLOWER GRANGER #4C943 OR 4fJ33 2@3/ 4" C-/-2."/BSH !CCESS HATCH FAN SWITCH AND TIMER WEATHER PROOF TIME CLOCK INTERMATIC "2T250/A UGHTING SWITCH HATCH SWITCH (ZS-/! ALLEN BRADLEY UMIT SWITCH 802T TYPE OR APPROVED EQUAL TO TURN ON UGHTS ¾' C-!-2."IBSH ¾" C-/-2."IBSH TO POWER JUNCTION BOX. I I I I I I + FAN TIME CLOCK-INTERMATIC 2T250/A GRANGER STOCK 0 I 0 0 0 UGHT /INTRUSION SWITCH TELEMECAN/OUE MODEL "XCKJ/054/HT WIRED TO ACTIVATE UGHTS WHEN UD IS OPEN.GRANGER STOCK "48811. NOTE: ALL ELECTRICAL EQUIPMENT SHALL BE SUIT ABLE FOR USE IN WET LOCATION DESCRIPTION WALL MOUNTED FLUORSCENT F!XTURE.4' MOUNTING VOLTS . i i t I· ti io ,i LJ ,, ' f p i> p . 6 R/W NO.OF LAMP TYPE TOTAL LAMPS WATTS ~:40) LONG MOLDED HIGH IMP/CT RESISTANT ABS PLASTIC HOUSING WITH HIGH IMP/CT CE/UNG 120 2 F40T/2 100 ACRYUC DIFFUSER.WITH CAPTIVE LATCHES, MOUNT COMPLETELY GASKETED AND ENCLOSED SUIT ABLE FOR WET AND CORROSIVE LOCATIONS. INPUT /OUTPUT (//OJ SCHEDULE PRESSURE REDUCING ST AT/ON rTEM OUTPUT INPUT ANA DISC. POINT DESCRIPTION I X X UPSTREAM PRESSURE PIPE I 2 X X DOWN STREAM PRESSURE PIPE I 3 X X SDG&E POWER F NL 4 X X VAULT INTRUSION 5 X X ?RV VALVE NO: I POSITION 6 X X PRV VALVE N0:2 POSITION 7 X X SINGLE POINT LEVEL DETECTION I p -------i1H0 p I '-----------PE/PIT-/ POWER J-BOX INEMA 4X! CONTROL J-BOX RITTAL BOX '---------------!NEMA 4X! I½" C-/IJ"/2. '---------------5#/2 GND. I ½'C,7-2~/BSH MANUFJCTURER AND CATALOG NUMBER UT HON/A CAT." W240kWLF OR EQUAL LOCATION REMARKS PE/PIT-/ PRESSURE TRANSDUCER PEIPrT-2 PRESSURE TRANSDUCER RELAY-MT. ENCLOSURE WHEN POWER IS OUT ZS-/ HATCH SWITCH ZI-/ POS. TRANSMITTER Z/-1 POS. TRANSMITTER BELOW RJTT AL ENCLOSURE FLOAT SWITCHNAULT FLOOD '' I,! I WP Li • t 0 '6 ., p ' I> ( ! ' , I I 0 'I " , 0 ' ' f6·if:li.6 I 1 £,> j ~ ELECTRIC SERVICE SINGLE PHASE 1201240 VIC MYERS ME-UG 125 SERVICE ?£DEST AL ----ilO►l I WrTH 100 AMP MNN. 1·,-1 /CIRCUIT SCH.AS SHOWN! -J'\~~." J"I c''---1 r"' ;,.:-, SUMP PUMP SP-!,LfTTLE GIANT GRANGER "3P639A 12: M.J.xM.J.G.V.@ RIW WI /6x/2' REDUCER -I I I "I I I I I I I I I TELEMETRY SYSTEM COMPONENT UST /NO SUBSTITUTIONS! BUCK BOX CORP. P.O.BOX 12800 PITTSBURGH.PA 15241 PHONE 1724! 7 46-500 FAX /800! 312-0746 I-MODEM 3600 STANDALONE. IT EM "MD880A /-MODEM 3600 RN:KMOUNT,ITEM #MD880C SCADA /10 EQUIPMENT STANDARD PRV TELEMENTRY OPT022 110 HARDWARE AVAILABLE AT: OPTO 22 CONTICT:SCOTT WINROW 43044 BUSINESS PARK DRIVE TEMECULACA92590 PHONE 1800! 32!-fi786 HARfJNARE REOUIRED:IFOR WATER OPS! I-IC7A I -SNAP-Bl2M /-SNAP-PSS I -SNAP-PS24 I-SNAP-83000 AS NEEDED -SNAP OAC5 110 VIC OUTPUT MODULES AS NEEDED -SNAP IIC5 //0 V AC 4 CH.INPUT MODULES AS NEEDED -AIV 10, 5 voe ANALOG INPUT MODULES 2 -PRESSURE TRANSMITTERS MODEL PMC /33-INIF28604S MISC. CLA-VAL SPECIAL !CCESSOR!ES 2-X/!7C VALVE POSITION TRANSMITTERS OR APPROVED EOUALrTO BE INSTALLED ON PRV'S! HOFFMAN ENCLOSURE WrTH PANEL /3(lH x 24W x l2'D! I-D-L30H24l2LPB ENCLOSURE /-A-30P24 PANEL !OR EQUAL! R!TTAL ~AE/376 MOUNTED TO WALL WITH UNIT STRUT MOUNT AND WIRE ENCLOSURE WHERE ACCESSIBLE IN VAULT NOTES: I. COORDINATE WITH CMWD OPERATIONS !TEL760-438-272! FOR ADDITIONAL REQUIREMENT. CONTRACTOR SHALL PROVIDE APPUCAT!ON FOR SERVICE AND ?PY ALL FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION UN£. PARKWJ-Y FACE OF CURB ' SIDEWALK- c7 ,-------------, I I I I I HATCH RIW RffTN.. ENCL Nrr 5Tfr/JT VJIJLT WAfl_ TELCO JUNCTION BOX /8X8X6'! ATTACH TO SIDE OF PED. J 1, i 6'h; s w r lwi"'1 11 • ::o::-1 :~ '.7 , I t PRESSURE REUEF DISCHARGE '--+~ t I I I I I L ___________ _J SERVICE ?£DEST i / CHA:,c:s,o~9~"s \ ~ ! E,p. GJl]\04 / ) j I I I 2:COND/JIT TO TELCO SOURCE 2: PVC ELEC. CONDUIT WITH PULL ROPE TO SDGE TRANS.STAT/ON. ---t-rJ ~ -----' C--.~--: l i l 1 SUMP PUMP DISCHARGE UN£ FROM RCN PRS i I I, ~~i ~ ,t::> 2' ELECTRIC CONDUIT ~ TO WATER VAULT ~::::C-=====:::;:> 2' TELCO CONDUIT TO WATER VAULT VENTS \ PLAN VIEW PRESSURE REUEF DISCHARGE NOT TO SCALE UN£ FROM RCN ?RS BENCHMARK: AULT DESCRIPTION:STANDARD STREET SURvEY MONUMENT LOCATION: STA288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-/8OO,288•89 ELEVATION: 31/.407 MS.l EASEMENT UN ENGINEER OF WORK II AS BUil T11 ~ R.C.E. JonCf EXP. o.rpq<?S{ o':l{x DATE REVIEWED BY: VWD DWG,NO INSPECTOR DA ~ CITY OF C.4.RLSBA,.D I SHEETS I l----+---+--------------+--t---+---+-----1 L!£j ENGINEERING DEPARTMENT 3 6 1----+--+---------------+---+--+---+----J IMPROIEIIENT Pl.ANS FOR, POINSETTIA LANE AT BRESSI RANCH PRESSURE REDUCING STl(T!ON DETAILS '031 0 PART I -GENERAL I. I DESCRIPTION ELECTRICAL A. WORK INCLUDED: PROVIDE COMPLETE ELECTRICAL AND CONTROL SYSTEM AS SHOWN ON THE DRAWINGS. AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO: I. POWER/TEL. PEDESTAL AND METER PEDESTAL FOR METERING FACILITIES. MAIN CIRCUIT BREAKER ETC .. ; 2. FEEDER SYSTEM. IN CONDUIT TO BRANCH CIRCUITS: 3. BRANCH CIRCUIT WIRING. IN CON OU IT, FOR LIGHT I NG. RECEPTACLES. JUNCTION BOXES AND MOTORS: 4. HANGERS, ANCHORS, SLEEVES. CHASES, SUPPORTS FOR FIXTURES. AND OTHER ELECTRICAL MATERIALS AND EQUIPMENT IN ASSOCIATION THEREWITH: 5. LIGHTING FIXTURES AND LAMPS; 6. WIRING SYSTEM. IN CONDUIT. FOR EQUIPMENT AND CONTROLS PROVIDED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS; 7. MOTOR STARTERS AND CONTROLS FOR MOTORS PROVIDED UNDER THE. CONTRACT, BUT FOR WHICH MOTOR STARTERS AND CONTROLS ARE NOT OTHERWISE PROVIDED: 8. TELEMETRY SYSTEM, INCLUDING INSTALLATION OF A TELEPHONE LEASE LINE: 9. OTHER I TE.MS AND SE.RV ICES RE.OU I RED TO COMPLETE THE SYSTEMS. 1.2 QUALITY ASSURANCE A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. THE REDUCING STATION HAS BEEN CLASSIFIED AS WET LOCATION. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA70!. 8. WITHOUT ADDITIONAL COST TO THE OWNER, PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THE.SE. CONTRACT DOCUMENTS. I. 3 SUBMITTALS A. PRODUCT DATA: WITHIN 35 CALENDAR DAYS AFTER THE CONTRACTOR HAS RECEIVED THE OWNER'S NOTICE. TO PROCEED. SUBMIT SIX (6! COPIES OF: I. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION; 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEEDED TO PROVE. COMPLIANCE WITH THE SPECIFIED REQUIREMENTS: 3. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES WHICH. WHEN APPROVED BY THE OWNER WILL BECOME THE. BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES USED ON THE WORK. B. MANUAL: UPON COMPLETION OF THIS PORTION OF THE WORK. AND AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE OWNER TWO !2! COPIES OF AN OPERATION AND MAINTENANCE MANUAL. INCLUDE WITHIN EACH MANUAL: I. COPY OF APPROVED RE.CORD DOCUMENTS FOR THIS PORTION OF THE WORK: 2. COPIES OF ALL CIRCUIT DIRECTORIES: 3. COPIES OF ALL WARRANTIES AND GUARANTIES: 4. CONTROL SCHEMATICS AND WRITTEN STEP-BY-STEP DESCRIPTION OF THE CONTROL FUNCTIONS. I. 4 WARRANTY A. PROVIDE I YEAR WARRANTY ON ALL LABOR AND MATERIALS FROM THE DATE OF COMMISSION/NG. PART 2 -PRODUCTS 2. I GENERAL WHERE UNDERWRITER'S LABORATORIES, INC. HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS, PROVIDE ONLY MATERIALS BEARING THE UL LABEL. A. TEMPORARY POWER: I. THE CONTRACTOR. AT HIS OWN EXPENSE. WILL PROVIDE TEMPORARY POWER AND PAY THE COSTS FOR INSTALLING PERMANENT ELECTRICAL METER OR METERS AS REQUIRED. 2.2 SERVICE ENTRANCE (METER PEDESTAL! A. PEDESTAL: MYERS 120/240 VAC ME-UG 125 WITH JOO AMP MAIN CIRCUIT BREAKER B. METERING SECTION AND EQUIPMENT SHALL BE IN ACCORDANCE WITH SAN DIEGO GAS & ELECTRIC COMPANY !SDG&E! REQUIREMENTS. C. CONTROL CABINET: 30"Hx24"Wx/2"D R!TTAL •AE/376 MOUNTED IN VAULT WITH UNIT STRUT. COORDINATE LOCATION WITH CMWD OPERATIONS. 2.3 GROUNDING SYSTEM A. GROUND ALL EQUIPMENT. INCLUDING SWITCHBOARDS, TRANSFORMERS, CONDUIT SYSTEMS, MOTORS, AND OTHER APPARATUS, BY CONDUIT OR CONDUCTOR TO INDEPENDENT GROUNDING ELECTRODE AS SHOWN ON THE DRAWINGS, USING GROUND CLAMPS MANUFACTURED BY BURNDY OR T&B AND APPROVED BY THE OWNER. B. USE GROUND RODS IF WATER MAINS OR PIPING ARE NOT METALLIC, OR IF ISOLATION COUPLINGS HAVE BEEN USED. I. LOCATE GROUND RODS IN PLANTERS OR SIMILAR AREAS WHICH WILL RECEIVE WATER REGULARLY, AND DRIVE TO A DEPTH OF AT LEAST 8'-0. 2. MAKE MEG GROUND TESTS TO MEASURE GROUND RESISTANCE, AND PROVIDE. NOT MORE THAN 5 OHMS RESISTANCE. ADDING GROUND RODS AS REQUIRED TO ACHIEVE THAT LEVEL. 3. MAKE GROUND RODS ACCESSIBLE FOR INSPECTION. m Kimley-Hom 111!11 _ and Associates, Inc. Eng1r,eer:n,;L PiJnr:lnQ end '.::nvlr-or.menta\ Consul+ants 5rT Fo:...r~-:, i\ver:ue -Sc.Ji+e 301-San Dlego, Ca. -9210l T,:1i~ '.5:91 234-9411 Fax~ t513i 234 9433 2. 4 DISTRIBUTION SYSTEM A. IDENTIFICATION: /. IDENTIFY ALL APPARATUS USED FOR OPERATION AND CONTROL OF CIRCUITS, APPLIANCES, AND EQUIPMENT 2. PROVIDE PLASTIC LAMINATE NAMEPLATES. BLACK FACE WITH WHITE CORE LETTERS, SHOWING PROPER AND COMPLETE IDENTIFICATION TO FIT 2" x /" HIGH NAMEPLATE. B. WIRING DEVICES: !. PROVIDE DUPLEX RECEPTACLES OF 3-POLE GROUNDING TYPE WITH THE THIRD POLE U-SHAPED AND GROUNDED TO THE CONDUIT SYSTEM, UL APPROVED. C. ABOVE FLOOR RACEWAYS: !. PROVIDE RIGID GALVANIZED STEEL CONDUIT IRGS! FOR ALL CONDUIT CONCEALED IN THE WALLS. ABOVE THE CEILINGS, OR IN FLOOR SLABS. A. WHERE CONDUIT IS INSTALLED UNDERGROUND OR IN THE FLOOR SLAB. PROVIDE RIGID GALVANIZED STEEL CONDUIT. 2. PVC CONDUIT !SCH 40! MAY BE USED BELOW GRADE. 3. ALL FLEXIBLE CONDUITS SHALL BE SEALTITE TYPE OR EQUAL. 4. OUTLETS. JUNCTION BOXES. AND SWITCH BOXES: PROVIDE STANDARD ONE-PIECE UNITS. GALVANIZED OR CAST METAL. OF SHAPE AND SIZE BEST SUITED TO THAT PARTICULAR LOCATION, OF SUFFICIENT SIZE TO CONTAIN ENCLOSED WIRES WITHOUT CROWDING. D. CONDUCTORS: I. FOR LINE VOLTAGES. PROVIDE 600V INSULATED COPPER WIRE AND CABLE, NEC STANDARD. OF TYPES SPECIFIED BELOW FOR DIFFERENCE APPLICATIONS. WITH UL LABEL. AGENCIES HAVING JURISDICTION. 2. WITH CONDUCTORS. PROVIDE INSULATING BUSHINGS OR INSULATING SLEEVES. 3. FOR WI RE AND CABLE. PROV I DE XHHW OR THHN/THWN. A. IDENTIFY FEEDER NEUTRALS WITH WHITE TAPE OR WHITE PAINT. 8. USE ONLY COPPER WIRES AND CABLES. 2. 5 LIGHTING FIXTURES A. PROVIDE FIXTURES OF THE TYPES SHOWN ON THE DRAWINGS, COMPLETE WITH LAMPS AND MOUNTING HARDWARE. 2. 6 MOTOR STARTERS A. GENERAL: PROVIDE WESTINGHOUSE UNITS. OR EQUAL AS APPROVED IN ADVANCE BY THE OWNER OF THE SIZES AND TYPES NEED FOR THE OPERATIONS SHOWN ON THE DRAWINGS. SPECIFIED HEREIN. AND OTHERWISE REQUIRED FOR THE FACILITY. AND WITH THE FOLLOWING: I. COMPLY WITH PERTINENT REQUIREMENTS OF NEMA AND NFPA-70. 2. INCLUDE REQUIRED ACCESSORY ITEMS. 3. HORSEPOWER RATED. WI TH THERMAL OVERLOADS. 4. NORMALLY RESET WITHOUT ENTERING THE STARTER ENCLOSURE. 5. EQUIPPED WI TH OVERLOADS IN EACH UNDERGROUND LEG. 2. 7 TOP MOUNTED FLOAT LEVEL A. 4RK04 FLOAT SWITCH WIRED TO I IOV RELAY /SINGLE POINT DETECTION!. 2.8 ELECTRONIC PRESSURE TRANSMITTERS A. ELECTRONIC PRESSURE TRANSMITTERS SHALL BE TWO WIRE DEVICES WITH CONTINUOUSLY ADJUSTABLE SPAN, ZERO AD DAMPING ADJUSTMENTS, INTEGRAL INDICATORS SCALED IN ENGINEERING UNITS. SOLID STATE CIRCUITRY AND 4-20mA OUTPUTS. ACCURACY SHALL 8£ PLUS OR MINUS 0.25 PERCENT OF CALIBRATED SPAN. PROCESS WETTED AND BODY MATERIALS SHALL BE 316 SS. PROCESS CONNECTIONS SHALL BE 1/2-INCH NPT. THE RANGE SHALL 8£ 0-150 PSI. E.NDRESS & HAUSER PMC 133 IN/F2W604S WITH DISPLAY. 2. 9 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE OWNER. PART 3 -EXECUTION 3. I SURFACE CONDITIONS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2 PREPARATION A. COORDINATION: I. COORDINATE AS NECESSARY WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK THIS SECTION. 2. COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE SCHEDULE FOR WORK OF OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3. WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT. PROVIDE REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT. 8. DATA INDICATED ON THE DRAWINGS AND IN THESE SPECIFICATIONS ARE AS EXACT AS COULD BE SECURED. BUT THEIR ABSOLUTE ACCURACY IS NOT WARRANTED. THE EXACT LOCATIONS, DISTANCES, LEVELS, AND OTHER CONDITIONS WILL BE GOVERNED BY ACTUAL CONSTRUCT/ON AND THE DRAWINGS AND SPECIFICATIONS SHOULD BE USED ONLY FOR GUIDANCE IN SUCH REGARD. C. WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE PLANS, LOCATE AS DETERMINED IN THE FIELD BY THE OWNER. WHERE OUTLETS ARE INSTALLED WITHOUT SUCH SPECIFIC DIRECTION, RELOCATE AS DIRECTED BY THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. 0. VERIFY ALL MEASUREMENTS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF DIFFERENCES BETWEEN WORK SHOWN ON THE DRAWINGS AND ACTUAL MEASUREMENTS AT THE CONSTRUCT/ON SITE. £. BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS HAVE BEEN DESIGNED FOR MAXIMUM ECONOMY CONSISTENT WITH ADEQUATE SIZING FOR VOLTAGE DROPS AND OTHER CONSIDERATIONS. INSTALL THE WIRING WITH CIRCUITS ARRANGED EXACTLY AS SHOWN ON THE DRAWINGS. EXCEPT AS OTHERWISE APPROVED IN ADV ANGE BY THE OWNER. F. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. BUT ARE RE.OU/RED TO 8£ FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCT/ON AND WORK OF OTHER TRADES WILL PERMIT. WHERE. DEVIATIONS ARE REQUIRED TO CONFORM WITH ACTUAL CONSTRUCT/ON AND THE WORK OF OTHER TRADES. MAKE SUCH DEVIATIONS WITHOUT ADDITIONAL COST TO THE OWNER. 3.3 INSTALLATION OF RACEWAYS ANO FITTINGS A. WHERE CONDUIT IS INSTALLED, OR EXPOSED IN WORK AREAS, PROVIDE RIGID GALVANIZED CONDUIT. I. SEAL JOINTS TO PREVENT ENTRANCE OF WATER. 2. PROVIDE GROUND WIRE OF PROPER SIZE. 3. USE NYLON !RATHER THAN STEEL! FISH TAPE. B. USE FLEXIBLE CONDUIT ONLY FOR SHORT MOTO,R CONNECTIONS. OR WHERE SUBJECT TO VIBRATION. 3. 4 INSTALLATION OF POWER EQUIPMENT A. PROVIDE POWER AND CONTROL WIRING FOR MOTOR STARTERS AND SWITCHES AS SHOWN ON THE DRAWINGS. 8. CONNECTIONS TO MISCELLANEOUS EQUIPMENT I. WIRE TO, AND CONNECT TO, ALL EQUIPMENT NOT SPECIFICALLY DESCRIBED BUT TO WHICH ELECTRICAL POWER IS RE.OU I RED. 2. COORDINATE AS NECESSARY WITH OTHER TRADES AND SUPPLIERS TO VERIFY TYPES. NUMBERS, AND LOCATIONS OF £OU I PMENT. 3.5 INSTALLATION OF CONDUCTORS A. UNLESS OTHERWISE SHOWN ON THE DRAWINGS. USE NO. 12 TYPE THWH/THHN CONDUCTORS FOR ALL BRANCH CIRCUITS, PROTECTED BY 20 AMP CIRCUIT BREAKERS. WHERE SO INDICATED ON THE DRAWINGS, USE LARGER WIRES TO LIMIT VOLTAGE DROPS. B. THE NUMBER OF WIRES IN A CONDUIT RUN IS INDICATED ON THE DRAWINGS BY CROSS LINES ON THE CONDUIT RUNS. I. WHERE WIRE SIZE IS NOT SHOWN, INSTALL NO. 12 CONDUCTORS. 2. WHERE CONDUIT SIZE IS NOT SHOWN, I NS TALL ¾ • CONDUIT. 3. PROVIDE CODE SIZE CONDUIT FOR NUMBER ,AND SIZE WIRES SHOWN OR REQUIRED, UNLESS A LARGER SIZE CONDUIT IS SHOWN ON THE DRAWINGS. C. USE IDENTIFIED !WHITE! NEUTRALS AND COLOR CODED PHASE WIRES FOR ALL BRANCH CIRCUIT WIRING. D. £. I. MAKE SPLICES ELECTRICALLY AND MECHANICALLY SECURE WITH PRESSURE TYPE CONNECTORS, OR BY SOLDERING. A. FOR WIRES SIZE 6 AWG AND SMALLER. PROVIDE "SCOTCH-LOCK• CONNECTORS. 8. FOR WI RE SIZE 4 AWG AND LAR.GER, PROV I DE BURNDY "VERSITAPS" ANO HEAVY DUTY CONNECTORS. OR T&B "LOCK-Tl TE" CONNECTORS. 2. INSULATE SPLICES WITH A MINIMUM OF TWO HALF-LAPPED LAYERS OF SCOTCH BRANCH NO. 33 VINYL-PLASTIC ELECTRICAL TAPE WHERE INSULATION IS REQUIRED. TAPE ALL JOINTS WITH RUBBER TAPE I ~ TIMES THE THICKNESS OF THE CONDUCTOR INSULATION, THEN COVER WITH THE FRICTION THE VINYL-PLASTIC ELECTRICAL TAPE SPECIFIED ABOVE. THE DRAWINGS INDICATE THE GENERAL DIRECTION OF HOME RUNS. CONTI NU£ ALL SUCH HOME RUNS TO THE PANEL AS THOUGH THE ROUTES WERE SHOWN COMPLETELY. 3. 6 INSTALLATION OF POWER/TEL. AND METER PEDESTALS A. INSTALL AS SHOWN ON THE DRAWINGS. B. MOUNT A TYPEWRITTEN DIRECTORY BEHIND GLASS OR PLASTIC ON THE INSIDE OF EACH PANEL DOOR AND, ON THE DIRECTORY, SHOW THE CIRCUIT NUMBER AND COMPLETE DESCRIPTION OF ALL OUTLETS ON EACH CIRCUIT. C. INSTALL TELEMETRY COMPONENTS PER CMWD REQUIREMENTS. 3. 7 TESTING AND INSPECTOR A. PROVIDE PERSONNEL AND EQUIPMENT, MAKE REQUIRED TESTS, AND SECURE REQUIRED APPROVALS FROM THE OWNER AND GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. MAKE WRITTEN NOTICE TO THE OWNER ADEQUATELY IN ADVANCE OF EACH OF THE FOLLOWING STAGES OF CONSTRUCT/ON: I. IN THE UNDERGROUND CONDITION PRIOR TO PLACING CONCRETE FLOOR SLAB. WHEN ALL ASSOCIATED ELECTRICAL WORK IS IN PLACE; 2. WHEN ALL ROUGH-IN IS COMPLETE, BUT NOT COVERED; 3. AT COMPLETION OF THE WORK OF THIS SECTION. C. WHEN MATE.RIAL AND/OR WORKMANSHIP IS FOUND TO NOT COMPLY WITH THE SPECIFIED REQUIREMENTS, WITHIN THREE DAYS AFTER RECEIPT OF NOTICE OF SUCH NONCOMPLIANCE, REMOVE THE NON-COMPLYING ITEMS FROM THE JOB SITE AND REPLACE THEM WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS, ALL AT NO ADDITIONAL COST TO THE OWNER. D. IN THE OWNER'S PRESENCE: I. TEST ALL PARTS OF THE ELECTRICAL SYSTEM ANO PROVE THAT ALL SUCH /TE.MS PROVIDED UNDER THIS SECTION FUNCTION ELECTRICALLY IN THE REQUIRED MANNER. 2. IMMEDIATELY SUBMIT TO THE OWNER A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 3. ALSO, MEASURE VOLTAGES BETWEEN PHASES AND BETWEEN PHASE WIRES AND NEUTRALS, AND REPORT THESE VOLTAGES TO THE OWNER. 3. 8 PROJECT COMPLETION A. UPON COMP LET I ON OF THE WORK OF TH IS SECT I ON, THOROUGHLY CLEAN ALL EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION, REMOVING ALL TRACES OF SO IL. LABELS, GREASE, 0 IL, AND OTHER FOREIGN MATERIAL, AND USING ONLY THE TYPE CLEANER RECOMMENDED BY THE MANUFACTURER OF THE ITEM BEING CLEANED. 8. THOROUGHLY INDOCTRINATE THE OWNER'S OPERATION AND MAINTENANCE PERSONNEL IN THE CONTENTS OF THE OPERATIONS AND MAINTENANCE MANUAL REOU I RED TO BE SUBMITTED UNDER THESE SPECIFICATIONS. C. ON THE FIRST DAY THE FACILITY IS IN OPERATION, FOR AT LEAST EIGHT HOURS AT A TIME DIRECTED BY THE OWNER PROVIDE A QUALIFIED FOREMAN AND CREW TO PERFORM ELECTRICAL INSPECTIONS. ENGINEER OF WORK t::%4'~f(f'~ C~Y(02 CHARLES R. SPINKS R.C.E. 30894 DATE BENCHMARK: DESCRIPTION:STANDARD STREET SURVEY MONUMENT LOCATION; STA.288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-1800,2f38,,89 ELEVATION: 311.407 MSl. VALLECITOS WATER DISTRICT 11 AS BUil T11 ~£ 01:fv/06 a, tf}, -v R.C.E. sOB'?'Lf EXP. o✓,,6/af I DA'rr BY: ~ r Z, (1G:>"J REVIEWED BY: VWD DWG. NO "f'O..fRESTON H. LEWIS, P.E. DATE/ f-'-7. (") t7J R.C.E. 45927, EXP. 12/02 (._ ~ (? , 07/4~ INSPECTOR DA TE ~ CITY OF Cr1-RKJ§BAD I SHEETS I l---+---t----------------1-----l---1---l---1 ~ ENGINEERING DEPARTMENT 3 6 1----+---+-------'------------+--+--l---l----l IAIPR(NE!AEfff Pl.ANS FOR: POINSETTIA LANE AT BRESSI RANCH PRESSURE REDUCING ST/JT!ON NGT'ES APPROVED: GLEN PRUIM tJJ- /44 ,~ vi;~ CITY ENGINE R.C. ~ EXP. I I r,::D-;,AT:;:;E:--~l·N:;:;IT:;-:IA-;,L+------------------J---,-----J----.,,--+--+---J DWN By: --:::~~jJ PROJECT NO. DRAWING NO. ' DATE INITIAL DATE INITIAL CHKD BY: . ENGINEER OF WORK REVISION -DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ( CT99-03 397-2K ·- VWD 02-00·4 . 0 .:,: c; c: . '-' C . -~ L,,'.~' lLI _ C ·f:::' r,: ,-~ ,., u::: ",., ,;, " .:~ ·;; ::: '" 0 _~ • -;::o 6 ..'.? I; -i : LEGEND NEW METALLIC PIPE EXISTING OR NON-METALLIC NEW TEST STA (2 ANODES) 6-WIRE INSULATOR TEST STA INSULATING FLANGE (JOINT) PIPE NOTES: 1. SEWER FORCE MAIN (FM) IS DUCTILE IRON PIPE WITH MORTAR AND COAL TAR LINING, AND EXTERIOR POLYETHYLENE (PE) ENCASEMENT PER AWWA C105 METHOD A. 2. ALL DIP AND MECHANICAL JOINTS ARE BONDED, PER DETAILS 1 AND 5 ON CP-3. 3. ALL COPPER BLOW-OFFS AND AIR-VACS MUST BE ISOLATED FROM MAIN WITH DIELECTRIC BUSHING. SEE DETAIL 4 ON CP-3. PLACE ANODES IN UNPAVED AREA FIELD 15' (, "\ '---1--->' \ --r--+-=--~rl\r--.- 1 \ SIDEWALK OR CONCRETE PAD ~v/··· --- TEST BOX----< SEE WIRING DIAGRAM EB 12' --~--~----_,...., BACK OF CURB RAIL 12" DIP ~GUARD 1( I I 12" WARNING TAPE 24" II II 2-No. 8 HMWPE PIPE LEAD WIRES No. 12 THWN (WHITE) ANODE LEAD WIRES ALUMINO-THERMIC WELD. (TYP) SEE 3 DETAIL@ P-3 48 LBS. PREPACKAGED MAGNESIUM ANODE SEE DETAIL@ (SECOND 4 ANODE NOT P- SHOWN) L __ _ 12" DIP ___: ~12" DIA NOTE: 1. SEE GENERAL CP NOTES No. 3 AND No. 4. 2-WIRE CTS WITH 2 ANODES NTS ·--·----p-- BRESSI I RANCH ----- 77 +80 CTS#9 12" DIP SEWER FM \83+90 CTS#10 . Ir/~<. ----- 90+00 CTS#11 CTS#12 3+86 CTS# LA. 1~ r1 (-::.Tl\ ~-¼'• '•- ' c·r••.'' ::_·, I -/'/ LIST OF CORROSION TEST STATIONS (CTS) . GIS COORDINATES No OF No OF REF STA EASTING WIRES ANODES DETAIL NOTE r•r1rEI~,-I\_; ~;, t_ -•". ~ .. '11 ·1 C) _'._l_ r; -' ,,;~ '/ ,,:::; '.jOb ~ ,-. C, _/,-.,)_ n I ,,\:0:UL. - T ,,' V •~• ,_, iC ,_. L•--u 0/ '-J L C '-'~~. ::ll)i '. II. -_ll•i[ ·/t.L·/=-·~). ::=-l 71+70 CTS#8 __ / ,, 91+00 l'TS ./1.12 1 2 PVC CTS# 1 ~ 1r ) .) ~-;F\/,/ +qc:; ✓ q,~f',4-~-:; :'[N 1 -)C 1 ,-, ., ,--, --, ,- ~:")(._~/(j:) f:0" 14?": ~ . ; 1 /1~·-_,1_ ~ I -• f,2:::-2(.)40, •; / I .,/c:i-I ' '. ,•··.~ ""7 ,I .., ' .. -_, --,)/ 12" DIP-=~ 78+85 CTS#4 12" SEWER FM DIP WATER 85+50 CTS#2 DIP ___.-----CTS#6 700/375 PRS ---+- \SE@ 12" STL CML&C 12"W 12"W PVC ' "" ~-12"W DIP. \ 11\\ / \I\.~ '~~:;_.;_'=-~"" TO CTS# 3 ---EE DETAIL FLANGE (PE WRAP) 12"W PVC 16"W DIP--~ 30"W CML&TW-~ {?j, ~: (TYP) \ \_ -INSUL FLG KITS CML&C 2W CTS #5 12,, STL j (TYP 4 PLS) (SEE GEN W/ ANODE CP NOTE 14) PER~ ~ CATHODIC PROTECTION SITE PLAN NTS CONCRETE PAD SEE GEN. CP NOTE 3E. -----....._ GRAVEL BASE SEE GEN CP NOTE 3D.---- BRASS TAGS LJJ-,~--TERMINAL BOARD SEE DETAIL BELOW (TYP 2 PLS) _ _,,. 2-1/2" PVC REF CELL ACCESS TUBE-,,- ,· Ir , \ TO PIPE DYMO LABEL (PIPE SIZE, MATERIAL, SERVICE I, · '-. TO ANODE AND STATION NO.) 12" DIP FM 34+90 r------BIG FINK TERMINAL BOARD. SINGLE (7 LEAD) 0 ~=cll>o 1~-+----SHUNT .01 OHM 2-No. 8 HMWPE TO PIPE-----c/=tj::), BRASS TAGS 12" DIP~-t" FM SEE GEN. CP 12" DIP;.,\:::1--j-' NOTE 3F.-__L--j FM cj::):::::-J:t:>-~--WHITE # 12 THWN CABLES" TO ANODES NOTE: 1. BRASS TAGS NOT REQUIRED ON ANODE WIRES. TEST BOX WIRING AND MOUNTING (TWO ANODES) EB NTS -L -~~ [_ \.'\/ 47 '.:'•~ i~ C I ... cc <') -. / ,-,--n ' I j~ ;i t~ ~/~;~ ~;.I L L / ,_,,--I -SE\/\i .'~, .J _:_ ,-i C ') ,, .-,'"Ii_ i ; I/ •1 IC ,.-h; . .' -I .- (:) '. ::., ~.' -i ,-,. ail, I -n,-7~--n I /C:i1 :_:.,L --' I I , ~u . ,-.----'il ' ' -I ,_, '-' I II .. __ , __ ) ,,, ~ ~.C-\\/ --!-s.:, ~ ,37 ,..,~ 1,c. · · ',. •::,2'" 2 ·-:, ., /(·=)_ ' 1-,'" -,_, -· ___:l!I·~ ' •.j /. I •/' ' I :'.'") F\tJ 40,60 I 98,6~?3~1 C25277·' .' ! /C?-) ! 81 ')C::,' ,:_ _j (·· r :, (~) ~\ ,., !.'ii Sf::_\;\i c::: -~1-·; I s:371JD4-c2s.=-c1=:,9 -.-1 /c;=i-2 •-,r, h 01 I-~-p ,' .. L -~ ,__,. '; . ',/1• _-:_,F\•\i C. / --4c ., '.:-)'.:; /b.}JL 625--~5'.iB /~ 1 -/CP-2 Ci,:, cir· I -' ]J' \\;' '•' ',' ,_) -· ' J BRESSI RANCH 8 SEW 71 +70 19-87867 6254893 2 2 1/CP-1 - 9 ·sEW 83+90 1988218 6256067 2 2 1/CP-1 - 10 SEW 90+00 1988273 6256675 2 2 1/CP-1 - NEW. 1 1 SEW 93+86 1 988313 6257057 2 2 1/CP-1 -' 12 SEW 48+60 1987012 6252759 4 0 5/CP-2 INSUL. FLG. 1 2 "W PVC _] EXIST. 12"W PVC ' I w 91 +00 1988200 6256782 2 2 1/CP-1 - NEW ---...--1------ 12 "w DIP-~ ' 2 w 85+50 1988150 6256234 2 2 1/CP-1 - 3 w 80+00 1988084 6255757 6 0 1/CP-2 2 INSUL FLG. 4 w 78+00 1988002 6255518 2 2 1/CP-1 - 5 w ---2 1 6/CP-3 PRS OUTLET 6 w ---2 1 2/CP-2 TEST BOX IN MEDIAN GENERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE W!TH THESE DRAWINGS AND TECHNICAL SPECIFICATION ON SHEET CP-4. 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. AT-GRADE CORROSION TEST STATIONS: A. TEST BOXES SHALL BE LOCATED JUST BEHIND THE CURB PERPENDICULAR TO THE TEST WIRE CONNECTION POINT. TEST STATIONS MAY BE MOVED SLIGHTLY FROM THE STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES. 8_ USE CHRISTY MODEL G5 TEST BOX_ C. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX. D. BOTTOM OF TEST BOX SHALL BE A 12" DEEP GRAVEL LEACH FIELD AS SHOWN. PROVIDE A 2-1 /2" PVC REFERENCE CALL ACCESS CHUTE FILLED WITH NATIVE SOIL, NOT GRAVEL. E. !NSTALL REINFORCED CONCRETE PAD (26" SQ. x 4" THICK) AROUND TEST BOXES !N UNPAVED AREAS. No. 4 REBAR FOUR PLACES. F. IDENTIFY TEST LEADS WITH 1-1/2" DIA. BRASS TAGS. STAMP (1/4") SIZE, PIPE MATL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE. 4. ANODE INSTALLATION NOTES: A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION ON CP-4. B. INSTALL ANODES WITH MAX OFFSET FROM DIP BUT WITHIN DISTRICT EASEMENT. C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARN.ING TAPE. 5. ALL BURIED DIP JOINTS MUST BE BONDED PER DETAIL 1 ON SHEET CP-3. 6. ALL DIP SHALL BE POLYETHYLENE ENCASED PER AWWA C105 METHOD A AS SHOWN IN DETAIL 2 ON CP-3. 7. BURIED MECHANICAL DIP JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES, MUST BE BONDED AND WAX TAPED PER DETAIL 5 ON SHEET CP-3. 8. WAX TAPE ALL BURIED METALLIC FITTINGS, INCLUDING BRONZE SADDLES INSTALLED AT EACH BLOW-OFF AND AIR/VAC CONNECTION, PER AWWA C217 AND SPECIFICATIONS ON CP-4. 9. N•O WIRE OR CABLE SPLICES ARE PERMITTED. 10. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON DETAIL 3 SHEET CP-3. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM. 11. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. 12. INSULATING FLANGES SHALL BE TESTED USING THE GAS ELECTRONICS MODEL 601 INSULATION TESTER (OR EQUAL) AND APPROVED BY THE DISTRICT BEFORE THE WORK IS ACCEPTED. 13. DIP CONTINUITY AND CP INSTALLATIONS MUST BE TESTED AND INSPECTED BY THE DISTRICT BEFORE THE WORK IS ACCEPTED. 14. PRS INLET-STL CML&C WITH PE ENCASEMENT. BOND TO AND PROTECT WITH DIP MAIN. PRS OUTLET-STL CML&C (NO PE) PROVIDE INDEPENDENT SAC ANODE CP. SEE DET 6 CP-3. ENGINEER OF WORK c~f& EA DeCarlc:,,:: CR 1011 DATE CP-1 i CoNsmtTANT.S, INc. VALLECITOS WATER DfSTRJCT . ,,,. "'}JS BUILT · ~~ G-T-Ofo 16466 BernaJdo Center Drive Suite B-275 San Diego, qA 92128 (858) 592-0226 PRESTON H. LEWIS, P .E. R,C.E. 45927. EXP. 12/02 DATE -DATE I .R.aL /0,'f EXP. /Z.-S/-07 1/WD DWG. NO. INSPECTOR DATE ~1 CITY OF CARLSBAD 11 SMEm I 1-----+----+---------------+---+----+-----+----1 Ll_1j _ . ENGINEERING DEPARTMENT _ 3 6 I----+---+--------------+--+---+---+---! 1-----+----+---------------+--+----+-----+---1 IMPROVEMENT PLANS FOR: POINSETTIA LANE AT BRESSI RANCH CATflODIC PJWTBCTION PLAN ANJ) BllT.Ail,S I I APPROVED: SY t-----+----+---------------+--+----+-----+---1 /4 0 e,:,,C 4_ J/t/~ t------+----+--------------+--+----+---+-----1 CITY ENGINE~ R.C.~ EXP. -?~3k..,~j I 1-----+----+---------------+--+----+-----+---1 DWN BYc'.~=!G~P~M~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY CT99 03 397 2K RVWD BY; --. -~E::'.NGIN~EE:'._R _:l:0f'.._:W0R~KL __ ~R~f>/~IS~IO~N~D::'.'.E:::S'.:C::-R~1PT~IO~N~-_l:O~TH::'.:E:'.:_R!_AP:'._'.' P~RO~V~AL:.LC~l1Y~AP~P~RO~VAL~~====::::~======:'.:::===:!J I VWD 02-004 03'06 081 -_s:: ,,.., -" _, a •• -J s " C -, • ··1 c~, E '2" 4" 0 30" CML&TW w so BRASS TAG EXAMPLE (ACTUAL SIZE) NOTES: CONCRETE TEST BOX SEE DETAIL--~ EB CONCRETE PAD 26" SQ X 4" THICK IN UNPAVED AREA ONLY No. 4 REBAR (ALL FOUR SIDES) "---------BRASS TAG (TYP) SEE EXAPLE -------NATIVE SOIL lt"-1-t----------2-No.8 HMWPE "12" DIP RW FM" -----------2 No. 6 H tv1WPE "30" CML&TW W so." E F A B C D -----------2 No. 6 HMWPE "24" DIP W NO" 1. SEE GENERAL CP NOTES 3 ON CP-1. 2. STAMP BRASS TAG WITH 1 / 4" HIGH CHARACTERS. 3. TERMINAL BOARD NOT REQUIRED IN CTS#3. 6-WIRE TEST STATION WIRING AND MOUNTING BRASS TAG SEE LEGEND TEST LEADS---..._ TO TEST BOX FOR WIRING AND MOUNTING SEE ffi (CTS#3 -12" DIP WATER) NTS A&B C&D INSULATING SLEEVE (FULL WIDTH OF MATED FLANGES). STEEL NUT (2 EA. TYP.) STEEL WASHER (BOTH ENDS OF STUD) INSULATING WASHER (BOTH ENDS OF STUD) STEEL THREADED STUD (SIMILAR FOR BOLTS) BRASS TAG LEGEND (CTS #_12-RW} WIRE SIZE A No 2 HMWPE B No 6 HMWPE C No 8 HMWPE D No 2 HMWPE POLYETHYLENE ENCASEMENT SEE TAG ID 12" FM No OR Wt 12" FM No OR Wt 12" FM So OR Et 12" FM So OR Et DETAIL @ A (TYP) ~ CP-3 ___ --------/\. / \ • I / TEST LEAD, ALUMINO THERMIC WELD.---,..', -1--++--_..,, SEE DETAIL (3\ ~ 1 NEW 12" DIP \_ - INSULATING MATERIALS: GASKET -TYPE "E" NOEPRENE FACED PHENOLIC SLEEVE -G10 LAM. GLASS WASHER -G10 LAM. GLASS ----INSULATING GASKET (FULL FACED). D 1ST. 12" DIP NOTE: 1 PETROLATUM WAX TAPE. SEE GEN. C.P. NOTE 8 ON SHEET CP-1. --~ 3" (TYP) PIPE AT STA 93+86 (CTS#12 RW) SHOWN. SIMILAR FOR VALVE FLANGES AT STA 80+20 WAT. EB BURIED INSULATING FLANGE NTS CTS#6 24" DIP SEE NOTE 1 12" PVC~ I MEDIAN 24" DIP (W)~- 12" FLANGED CROSS ---------. NOTE: I ANODE/ \\ // "----12" PVC 12" DIP (W) (50') 1. ANODE/TEST STA INSTALLATION SIMILAR TO DET 1 ON CP-1. ANODE LOCATION CAN BE ADJUSTED TO SUIT. MINIMUM OFFSET FROM DIP IS 5 FEET. 6-WIRE CTS ~,T DUAL INSULATING FLANGE (POINSETTIA LN AND EL FUERTE ST) NTS CONCRETE PAD SEE GEN. CP NOTE ~---TEST BOX 3E ON CP-1 =~~::-r---i'1'll~~~;'iffl-~--S-EE DET ffi GRAVEL BASE SEE GEN CP NOTE 3D ON CP-1 BRASS TAGS (TYP) ___ ____,,- 2-1/2" PVC REF CELL ACCESS TUBE f-t;!-+---TERMINAL BOARD SEE DETAIL BELOW 1~~~£=:r:~ SLACK LOOPS 12" t TO PIPE TO PIPE DYMO LABEL (PIPE SIZE, MATERIAL, SERVICE AND ST A No.) --..._ -c,=:::::;::::::==;==::::;::::::::::=~ 12" DIP FM 32+74 BIG FINK TERMINAL BOARD SINGLE (5 LEAD) No. 2 HMWPE • • jWEST!elEASTI No. 2 ---------i. lr0.. lr0.. HMWPE I ) 0 0 1~--1----SOLDER / e TYPE LUGS / / No 6 HMWPE (WEST SIDE OF INSUL. FLG.) ---+---'-1 ~-+---No. 8 HMWPE (EAST SIDE OF INSUL. FLG.) 12~ DIP FM wt L BRASS TAGS (TYP 4 PLS) NOTE: • 12~ DIP '! ~ ~B C TO PIPE WEST I EAST SEE GENERAL CP NOTE No.3 ON SHEET CP-1. u D 4-WIRE CTS AT INSULATING FLANGE (CTS#12 -RW) NTS . -. CAST IRON TRAFFIC COVER MARKED "CP TEST" CONCRETE BODY RATED FOR OCCASIONAL TRAFFIC CHRISTY GS-- COVER WEIGHT: 1 0 LBS. BODY WEIGHT: 61 LBS. 14-1/4" 11-1 /8" ----' g" CONCRETE TEST BOX INSULATING SLEEVE (FULL WIDTH OF MATED ~LANGES -SEE NOTES) $TEEL NUT - (2 EA. TYP.) STEEL WASHER (BOTH ENDS OF STUD) INSULATING WASHER (BOTH ENDS OF STUD) STEEL THREADED STUD INSULATING GASKET NOTE: NTS t 12" 11-3/8" i EB SEE DET 5 FOR INSULATING MATERIALS. IN-VAULT INSULATING FLANGE NTS , ----·-.. ·,,. - - NOTES: Ii 11 11 II 11 11 '-ff'r------ANODE LEAD No. 12 AWG WITH THWN INSULATION (WHITE) ......____ CRIMP CONNECTION WITH SILVER SOLDER OR BRAZE ---CLOTH BAG --GALVANIZED STEEL CORE ~-MAGNESIUM INGOT (48 LBS) _,..-----SPECIAL BACKFILL MAGNESIUM ANODE HIGH POTENTIAL Alloy Composition Element Weight % ~ .01 Max Mn 0.05 to 1.3 Zn 0.002 Max Cu 0.02 Max Ni 0.001 Max Fe 0.025 Max Si 0.002 Max 1. SEE GEN. CP NOTE 4 ON SHEET CP-1 AND TECHNICAL SPECIFICATIONS FOR ANODE INSTALLATION AND SOAKING REQUIREMENTS. Other 0.05 each Max and 0.3 Total Max 2. DO NOT SUSPEND ANODE BY LEAD WIRE. 3. MAGNESIUM INGOT SIZE: 6" x 5" x 32" LONG. WT. 48 LBS. PRE-PACKAGED WEIGHT 105 LBS. Mg Balance SPECIAL BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE MAGNESIUM ANODE NTS CoNsuLTANTS, INc. 1 64.66 Be.rnardo Center Drive Suite B-275 San Di.ego, CA 92128 (858) 592-0226 ENGINEER OF WORK dt~ /-lf'-t73 E.A. Decarlo CR 1011 DATE 4 CP- VALLECJTOS WATER DISTRICT C.R.'IIIS. 10,1 DATE REVIEWED BY: WID DWG. NO. RESTON H. LEWIS, P .E. DATE R.C.E. 45927, EXP. 12/02 ( INSPECTOR DATE ~I CI'rY oF CARLSBAD 11 sHmsl l-----+---+----------------+--+---+----+-----1 LJ..Q_j. ENGINEERING DEPARTMENT . 3 6 l-----+----1-------------------+--+---+----I------I 1-----+---+----------------+--+---+----+-----1 IJIPROYEMENT PJ;.ANS FOR: POINSETTIA LANE AT BRESSI RANCH CATllO/JlC PROTlfCTittN /JETAII.S I APPROVED: 6Y- l-----+---+----------------+--+---+---I------I foe -..-.,;,e:? 1.,P--~ P.¢ 1----+----+-----------------+--+--+---+---l CITY ENQN«R R.6= EXP. 0~tt~l 1 1----+---+-------------~f----+---+---+----I DWN BY: DATE INITIAL DATE INITIAL CHKD BY: DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CHY APPROVAL RVWD BY: --="" PROJECT NO. DRAWING NO. CT99-03 397-2K -I VWD 0?-004 - L" ,. ,, " . ~' EB ALUMiNO-THERMIC -- WELD. (TYP) SEE DETAIL --2 EA. NO. 4 HMWPE BOND WIRE GASKET BELL--- POLYETHYLENE ENCASEMENT----- 2 EA. NO. 4 HMWPE BOND WIRES (SEE NOTE NO. 1) A t 16" DIP DUCTILE IRON PIPE GASKET-----~ NOTES: LOCKING SEGMENT SPIGOT SECT A-A A PLAN 1. BOND WIRES SHALL BE OF MINIMUM LENGTH (8" MAX LENGTH) AND LAID FLUSH AGAINST PIPE AND UNDER P.E. ENCASEMENT. 2. TEST .A.LL WELDS BEFORE BACKFILLING. SEE DETAIL 3 THIS SHEET. 3. GRIND OR FiLE ALL SHARP EDGES OFF WELDS. 4. COAT WELDS PER DETAIL 3 THIS SHEET. DUCTILE IRON PIPE BONDING EB NTS WAX TAPE -----. (SEE NOTE 4) 1-No 6 HMWPE (TYP) ALU MINO-THERM IC WELD. SEE LJ'j (TYP) 6 NOTES: 12" DIP BUTTERFLY VALVE FLANGE PAIR 1. TWO (2) No. 2 BONDING WIRES REQUIRED ACROSS VALVES AND FLANGES ONE (1) No.6 WIRE REQUIRED FROM PIPE TO VALVE OR COUPLING BODY. 2. BONDING WIRE SHALL BE AS SHORT AS POSSIBLE. 3. ALUMINO-THERM IC WELDS SHALL BE 3" APART MINIMUM. WELDS CAN BE PLACED ON FLANGE EDGE. 4. APPLY WAX TAPE TO ALL BURIED, NON-POLYETHYLENE WRAPPED SURFACES I.E. FLANGES VALVES, COUPLINGS, ETC. SEE SPECIFICATIONS SHEET CP-4. 5. BOLTS SHALL BE INDIVIDUALLY WRAPPED WITH WAX TAPE. IN-LINE VALVE BOND NTS CONSULTANTS, INC. EB + NOTES: FIRST POLYETHYLENE ENCASEMENT TUBE. FIX TO PIPE SECTION AT BOTH ENDS SECOND POLYETHYLENE ENCASEMENT TUBE (3 FT LONG). OVERLAP OVER FIRST POLYETHYLENE ENCASEMENT TUBE AFTER JOINT IS MADE BOND WIRES SEE EB 1. INSTALL POLYETHYLENE PER AWWA C105-METHOD A. 2. PLACE POLYETHYLENE OVER BOND WIRES. 3. SEE POLYETHYLENE ENCASEMENT NOTES THIS SHEET. DIP POLYETHYLENE ENCASE~.1ENT NTS i 2 -----0.01 OHM SHUNT .____ BRASS SPLiT-BOLTS (TYP) FOR TEST STA MOUNTING \._L_.._/...----BRASS TAGS "12" STL PRS OUT' (TYP) SEE LU ~ 24" _L 12' 1 2" ------- 12" STL CML&C (PRS OUTLET) PENETRATION INTO PRS VAULT ~-WARNING TAPE I I I ! I 1-No.12 WHITE THWN ANODE LEAD WIRE TRENCH BOTTOM 2-No. 8 BLACK HMWPE PIPE LEADS ALUMlf'jO-THERMIC WELD (TYP) ~ SEE DETAIL 6 MAGNESIUM ANODE SEE DETAIL@ AND NOTE 1 4 CP- NOTE: , ' 1. FIELD PLACE ANODE. LATERAL OFFSET FROlvl PIPE TO BE 8' MIN. I KEEP EASEMENT. AVOID PLACEMENT NEAR OTHER BURIED METALLIC UTILITIES. INSPECTOR TO APPROVE ANODE SITE. INSIDE STEP 1 STEP 2 STEP 3 ~-2" BRONZE CORP STOP <C!D FILE SURFACE TO BRIGHT MIT AL AND CLEAN WELD CAP STEP 4 REMOVE SLAG FROM CONNECTION SEE NOTE 4 NOTES: t I C3 t I I I STRIP INSULATION FROM WIRE HANDLE GRAPHITE COVER STARTING POWDER MET AL POWDER METAL DISC GRAPHITE MOLD CABLE HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATOR, IGNITE STARTING POWDER BITUMINOUS COATING STEP 5 \ STEP 6 APPLY 2 COATS PRIMER AND COVER CONNECTION WITH PRE-FORMED WELD CAP COAT WITH A BITUMINOUS COMPOUND SEE NOTE 3 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM. 3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN OVER-COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING BY 2 INCHES MIN. 2" Cu NOTES: ~-+-2-1/2"X2" NYLON INSULATING BUSHING ~f--2-1/2" STL OUTLET (WELD TO PIPE) ~-+---MORTAR COATING ____...,,,__-PIPE !~~~:_--MORTAR LINING ----~--BRASS SADDLE DIP WAX TAPE WRAP SEE SPECIFICATIONS ON CP-4 4. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKE~) OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD. 1. SADDLE SIZE IS 1 /2" GREATER THAN CORP STOP TO ACCOMODATE DIELECTRIC BUSHING. 2. WRAP SADDLE WITH WAX TAPE. ALUMINO-THERMIC \A.ft.LO DETAIL 3 DIELECTRIC ISOLATION AT 2" OUTLETS ON DIP (AIR-VAC OR BLOvV-OFF) NTS POLYETHYLENE ENCASEMENT NOTES 1. ALL DUCTILE IRON PIPE SHALL BE FULLY ENCASED IN 8 MIL (0.008 INCHES) POLYETHYLENE SHEET MATERI.AL IN ACCORDANCE WITH AWWA C105 METHOD A AS SHOWN. THE POLYETHYLENE ENCASEMENT SHALL BE INSTALLED IN A NEAR PERFECT CONDITION WITHOUT PINHOLES OR TEARS AND SHALL BE FULLY PROTECTED FROM DAMAGE DURING BACKFILLING. 2. CONTINUOUS INSPECTION OF THE POLYETHYLENE ENCASEMENT AND DIP PIPELINE BACKFILLING OPERATIONS BY A VWD INSPECTOR IS REQUIRED. ALL PIPE SECTIONS MUST BE FULLY INSPECTED BEFORE THE PIPE IS BACKFILLED. NTS 5. PIPE ZONE BACKFILL (PADDING AND SHADING) SHALL HAVE THE FOLLOWING PARTICLE SIZE DISTRIBUTION: PARTICLE SIZE 1/4-INCH NO. 4 NO. 30 NO. 100 NO. 200 PERCENT PASSING BY WEIGHT 100 75-100 12-50 5-20 0-15 6. SAMPLES OF IMPORTED CARRIER-PIPE SUBGRADE BACKFILL MATERIALS SHALL BE SUBMITTED TO THE DISTRICT FOR TESTING BEFORE PLACEMENT. THESE SAMPLES WILL BE 4 3. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR AT LEAST 3 DAYS IN ADVANCE OF THE INSTALLATION OF PIPE WITH POLYETHYLENE ENCASEMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR OF WORK PROGRESS AND TO COORDINATE THE WORK WITH THE INSPECTOR'S AVAJLABILITY. 4. ALL DAMAGE TO THE POLYETHYLENE SHEET MATERIAL, AS IDENTIFIED BY THE VWD INSPECTOR OR OTHERWISE, SHALL BE FULLY REPAIRED IN A MANNER AGREEABLE TO THE INSPECTOR. THE PIPE LAY OPERATION SHALL BE STOPPED AND THE BACKFILL RE-EXCAVATED AS NEEDED IN ORDER TO REPAIR POLYETHYLENE DAMAGE. TESTED FOR SOIL RESISTIVITY. SATURATED SOIL RESISTIVITIES OF 3,000 OHM-CM OR LESS WILL BE CAUSE FOR REJECTION. SEE VWD STANDARD DRAWING W-17. CP-3 ENGINEER OF WORK u~ld'r:B E.A. DeCarlo CR 1011 DATE VALLEClTOS WATER DISTRICT ~ AS BUILT /0-Lw~ ,-V'<>f'-• BY: V--u & V 2, (..,!~-. 1---:,R=··=· /.='e>,....l=/.,...--E-XP_._,2_-.... 'Sl~-0=1~~DA~T,.,..E---'I -----+ «z__l IEWED BY: VWO DWG. NO. f"X7 PRESTON H. LEWIS, P.E. DATE R.C.E. 45927, EXP. 12/02 (j_' .~:£,;j'-_=:'1~:=<0~t,}L_«11(j, INSPECTOR DATE ~1 CITY OF CARLSBAD II SHEETS I I-----+---+---------------+---+---+----+------< Ll_Qj. ENGINEERING DEPARTMENT . 36 l-----+----+----------------+---+---+----+-----1 1----+---+--------------+---1---+---+----1 IMPJ!IOVEMENT PUNS FOR: POINSETTIA LANE AT BRESSI RANCH CATHODIC PBOTECTION DllTAU.S I · 1 APPROVED= a r I . ,.. 16466 Bernardo Center Drive No.1011 2-WIRt:_ CTS WITH SACRIFICIAL ANODE 6 l-----+---+--------------1--+----+---+-----l .,;,4-"~""6:fi...&;ec«~~d;.,J,;:t,,,r,;.~~:;;1'·~•=--6~e.-"'l.Jfll. __ ;7.,/,D3/.Eol I J ~-',; Suite B-275 °oflRoS'o-'c-NTS l-----+---+---------------+---+----1-----+------< CITY ENGIN«R R.~ EXP. 7 1/(r . • :~~; San Diego, CA 92128 l-----+----+---------------+--+----1-----+------4 DWN BY: PROJECT NO. DRAWING NO. • _fii (858) 592-0226 ;;:~0t::K REVISION DESCRIPTION 0~:::AP:~~~ ~~EAPP~::L '~""'."~~g:!...E.~!..:.::~~~:~~-..1.;:_,....,·:::..T::::....:9::....::::9_.':'.'.0....::J:::___J ]97-2K • .,· M -, L-----------------------------------+------~-----=======::::::========================================~=============================-l VWD 02-004 •.0306 08 -4i PART 1 -GENERAL 1 . 1 SCOPE OF WORK A. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND INCIDENTALS TO INSTALL CATHODIC PROTECTION (CP) AND CORROSION MONITORING FACILITIES ON THE VALLECITOS WATER DISTRICT (VWD) 12" SEWER FORCE MAIN IN POlNSETTIA LANE AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS. 1.2 SUBMITTALS THE FOLLOWING INFORMATION SHALL BE SUBMITTED FOR APPROVAL OF THE ENGINEER IN ACCORDANCE WITH THE GENERAL REQUIREMENTS OF THESE SPECIFICATIONS. A. CATALOG CUTS (5 COPIES): 1. 48 POUND PRE-PACKAGED STANDARD POTENTIAL MAGNESIUM ANODES 2. AT -GRADE TEST BOXES 3. SHUNTS 4. BRASS SPLIT-BOLTS 5. BRASS WIRE TAGS 6. WIRE AND CABLE 7. WAX TAPE WRAP 8. WELD CAPS 9. WELD COATING 10. INSULATING FLANGE KITS 11. WARNING TAPE B. AS-BUILT DRAWINGS: THE CONTRACTOR SHALL MAINTAIN AS-BUILT DRAWINGS SHOWING THE LOCATIONS OF ALL CORROSION FACILITIES. CHANGES FROM DESIGN SHALL BE INDICATED IN RED ON A BLUE LINE COPY OF THE DESIGN DRAWINGS AND SUBMITTED TO THE ENGINEER. C. QUALIFICATIONS: THE CONTRACTOR SHALL RETAIN A CORROSION ENGINEER TO SUPERVISE CP INSTALLATIONS. THE CORROSION ENGINEER SHALL BE EXPERIENCED WITH PIPELINE CATHODIC PROTECTION AND EITHER BE A REGISTERED CORROSION ENGINEER IN CALIFORNIA OR A NACE INTERNATIONAL CERTIFIED CATHODIC PROTECTION SPECIALIST. D. TEST RESULTS: 1. INSULATING FLANGE TESTS 2. CONTINUITY TESTS 3. ANODE TESTING AND CATHODIC PROTECTION PERFORMANCE 1.3 TEST AND INSPECTION A. INSPECTION: INSPECTION SHALL BE DONE BY THE VWD INSPECTOR. TESTING BY VWD'S CORROSION ENGINEER. B. NOTIFICATIONS: THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST FIVE DAYS IN ADVANCE OF INSTALLATION OF INSULATORS, ANODES, TEST LEADS, TEST BOXES, CONTINUITY BONDS OR THE APPLICATION ·oF WAX TAPE. PART 2: MATERIALS MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF THE HIGHEST QUALITY, THE STANDARD PRODUCT OF MANUFACTURERS REGULARLY ENGAGED IN THE MANUFACTURING OF SUCH PRODUCTS, AND SHALL BE THE MANUFACTURER'S LATEST STANDARD DESIGN THAT COMPLIES WITH THE SPECIFICATIONS. ALL MATERIALS AND EQUIPMENT SHALL BEAR EVIDENCE OF NATIONAL STANDARD AGENCY APPROVAL WHEN SUCH STANDARDS EXIST. 2.1 PRE-PACKAGED MAGNESIUM ANODES A. CAPACITY: HIGH POTENTIAL MAGNESIUM ANODES WITH A THEORETICAL ENERGY CONTENT OF 1000 AMP-HOURS PER POUND AND MINIMUM USEFUL OUTPUT OF 500 AMP-HOURS PER POUND. B. CHEMICAL COMPOSITION (STANDARD POTENTIAL MAGNESIUM): ALUMINUM MANGANESE ZINC COPPER NICKEL !RON SILICON OTHER 0.01 PERCENT (MAX) 0.05 TO 1.3 PERCENT 0.002 PERCENT (MAX) 0.02 PERCENT (MAX) 0.001 PERCENT !MAXl 0.025 PERCENT MAX 0.002 PERCENT MAX 0.005 PERCENT EACH (MAX) AND 0.3 PERCENT TOTAL (MAX) MAGNESIUM BALANCE C. OPEN CIRCUIT POTENTIAL: THE OPEN CIRCUIT POTENTIAL OF ALL ANODES, BURIED IN THE SOIL, SHALL BE BETWEEN 1.60 AND 1.75 VOLTS DC VERSUS A CU\CUS04 REFERENCE. D. INGOT SIZE AND WEIGHT: 48-POUND MAGNESIUM INGOTS WITH A TRAPEZOIDAL CROSS SECTION .32 INCHES LONG. E. ANODE CONSTRUCTION: CAST MAGNESIUM WITH A GALVANIZED STEEL CORE ROD. RECESS ONE END FOR CONNECTION. MAKE CONNECTION MECHANICALLY SECURE THEN SILVER BRAZE. INSULATE THE CONNECTION TO A 600 VOLT RATING WITH EPOXY AND COVERING ALL EXPOSED BARE STEEL CORE OR WIRE WITH HEAT SHRINKABLE TUBING. EXTEND INSULATING TUBING OVER LEAD WIRE INSULATION BY NOT LESS THAN ONE-HALF INCH. F. ANODE PRE-PACKAGED BACKFILL MATERIAL: COMPLETELY ENCASE AND CENTER ANODES WITHIN A PERMEABLE CLOTH BAG WlTH THE FOLLOWING SPECIAL LOW RESISTIVITY BACKFILL MIX: GYPSUM 75% POWDERED BENTONITE 20% ANHYDROUS SODIUM SULFATE 5% BACKFILL GRAINS SHALL BE SUCH THAT 1 00% IS CAPABLE OF PASSING THROUGH A SCREEN OF 100 MESH. BACKFILL SHALL BE FIRMLY PACKED AROUND THE CENTERED ANODE INGOT BY AT LEAST TWO INCHES. BACKFILL RESISTIVITY SHALL BE 50 OHM-CM MAX. TOTAL WEIGHT 105 POUNDS. 2.2 AT-GRADE TEST STATIONS A. TEST BOX: TEST BOXES SHALL BE A ROUND, PRECAST CONCRETE WITH A CAST IRON LID STRONG ENOUGH TO SUPPORT OCCASIONAL VEHICULAR TRAFFIC. THE LID SHALL BE CAST WITH THE LEGEND "CP TEST ". MOUNT FLUSH WITH GRADE. USE CRISTY GS OR EQUAL. B. TERMINAL BOARDS: USE PLASTIC (LEXAN) BIG F1NK SINGLE (7 LEAD) TERMINAL BOARD AS SUPPLIED BY COTT MANUFACTURING COMPANY OF GARDENA, CALIFORNIA INSIDE AT-GRADE TEST BOX. ALL TERMINAL BOARD HARDWARE SHALL BE NICKEL OR CADMIUM PLATED BRASS. TEST LEADS LARGER THAN NO. 6 SHALL TERMINATE UNCONNECTED IN THE TEST BOX. D. BRASS IDENTIFICATION TAGS: 18 GA., 1 ½-INCH DIA. BRASS TAGS WITH .3/1 6-INCH EDGE HOLE. E. CONCRETE PAD: ASTM C94 READY-MIX CONCRETE. 2 . .3 WIRE AND CABLE A. WIRE AND CABLE: SINGLE CONDUCTOR, STRANDED AWG GAUGE COPPER. WIRE SHALL CONFORM TO U.L. STANDARD 83 AND BE SUITABLE FOR DIRECT BURIAL IN CORROSIVE SOIL. WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMWPE) INSULATION SHALL CONFORMS TO ASTM D1 248 TYPE 1, CLASS C, GRADE 5. THWN INSULATION SHALL CONFORM TO ASTM D2220. 1. TEST WIRES. WIRE SIZES AS SHOWN WITH BLACK HMWPE INSULATION. 2. ANODE LEAD WIRES. NO. 12 AWG WIRE WITH WHITE THWN INSULATION. .3. BOND WIRES. NO. 2, 4 OR 6 BLACK HMWPE INSULATION. 2.4 COATING FOR BURIED, NON-MORTAR COATED FITTINGS A. WAX TAPE COATING: ALL BURIED NON-POLYETHYLENE WRAPPED FITTINGS AND APPURTENANCES SUCH AS VALVES, FLANGES, INSULATING FLANGES, COUPLINGS, ETC. SHALL BE COATED WITH A WAX TAPE PRIMER .A.ND WRAP PER AWWA C217 AND THIS SPECIFICATION. B. PRIMER: PRIME EXPOSED NON-MORTAR COATED SURFACES WITH A BLEND OF PETROLATUM, PLASTICIZER, INERT FILLER, AND CORROSION INHIBITOR WITH A PASTE-LIKE CONSISTENCY. C. T.A.PE WRAP: WRAP PRIMED SURFACES WITH SYNTHETIC FELT TAPE SATURATED WITH A BLEND OF PETROLATUM, PLASTICIZERS, AND CORROSION INHIBITORS. A COMPATIBLE PETROLATUM FILLER SHOULD BE USED TO SMOOTH OVER IRREGULAR SURFACES. D. OUTER COVERING: WRAP PRIMED AND WAX-TAPED SURFACES SHALL BE WRAPPED WITH A PLASTIC TAPE COVERING CONSISTING OF THREE (3) LAYERS OF 1.5 MIL, POLYVINYLIDENE CHLORIDE (PVC) OR METALLOCENE RESIN, HIGH CLING MEMBRANES WOUND TOGETHER. 2.5 ALUMlNO-THERMIC WELD KITS A. WELD PROCESS: CABLE-TO-METAL CONNECTIONS SHALL BE MADE BY THE ALUMINO-THERMIC WELDING PROCESS USING WELD CHARGES, ALLOY AND MOLD SIZE AS SPECIFIED BY THE MANUFACTURER OF THE WELD KIT. B. WELD CAPS: SEAL ALL ALUMINO-THERMIC WELDS WITH A PRE-FABRICATED PLASTIC CAP FILLED WITH FORMABLE MASTIC ON A BASE OF ELASTOMERIC TAPE. USE ROYSTON HANDY CAP 2 OR EQUIVALENT. PRIME COAT SURFACE WITH ROYSTON ROYBOND PRIMER. C. WELD COATING: COAT ALL ALUMINO-THERMIC WELDS AND WELD CAPS WITH A COLD-APPLIED FAST-DRYING MASTIC CONSISTING OF BITUMINOUS RESIN SUCH AS CARBOLINE BIT 50, TNEMEC 40-H-41.3 OR 3M SCOTCH CLAD 244. THE MIN COATING THICKNESS SHALL BE 0.025 INCH. PART 3: EXECUTION ALL WORK SHALL BE PERFORMED BY QUALIFIED, EXPERIENCED PERSONNEL. WORK NOT SPECIFICALLY DESCRIBED HEREIN SH.ALL CONFORM TO NACE RP0169-96. .3.1 PREPACKAGED MAGNESIUM ANODES A. INSPECTION: INSPECT ALL LEAD WIRES FOR INTEGRITY AND DAMAGE. ANODE LEAD WIRE-TO-ANODE CONNECTION FAILURES SHALL REQUIRE REPLACEMENT OF THE COMPLETE ANODE. B. PRE-PACKAGED ANODE INSPECTION: INSPECT TO ENSURE THAT THE BACKFILL MATERIAL COMPLETELY SURROUNDS THE ANODE AND THE CLOTH BAG IS INTACT C. LOCATION: PLACE IN AUGURED HOLES BEHIND CURB AND SIDEWALK IN LANDSCAPED PLANTING STRIP. ANODE STATIONING CAN BE ADJUSTED. ENGINEER TO APPROVE ALL ADJUSTMENTS OVER 1 0 FEET. D. HANDLING: NEVER LIFT ANODE BY THE LEAD WIRE. ALL ANODES SHALL BE LOWERED INTO THE HOLE USING A SLING OR A ROPE. E. ANODE DEPTH: ANODES HOLES SHALL BE 12 FEET DEEP. F. SOAKING REQUIREMENTS: SOAK PREPACKAGED ANODES IN WATER FOR 30 MINUTES BEFORE PLACING IN HOLE. POUR 15 GALLONS OF WATER IN HOLE TO COMPLETELY COVER ANODE. SOAK FOR .30 MINUTES. BACKFILL WITH NATIVE, ROCK-FREE (1/2-INCH MAXIMUM ROCK SIZE) SOIL TO COVER TOP OF ANODE. ADD 5 TO 10 GALLONS OF WATER. ALLOW TO SOAK FOR 15 MINUTES. G. ANODE HOLE BACKFILL: AFTER SOAKING BACKFILL ANODES WITH NATIVE TRENCH SPOIL (NOT SAND) WITH ALL STONES OVER 1-INCH DIAMETER REMOVED. BACKFILL IN 18-INCH LIFTS AND COMPACT. NO VOIDS SHALL EXIST AROUND THE ANODE BAGS. .3.2 AT -GRADE TEST STATIONS A. LOCATION: AT-GRADE CORROSION MONITORING TEST BOXES SHALL BE PLACED JUST BEHIND THE CURB AS SHOWN. B. LEACH FIELD: PLACE BOX IN GRAVEL LEACH FIELD 12" DEEP AS SHOWN. C. REFERENCE CELL ACCESS: PVC TUBE FRO REFERENCE CELL ACCESS SHALL PENETRATE GRAVEL AND TERMINATE IN SOIL. FILL WITH SOIL. D. TEST LEAD ATTACHMENT: ATTACH TEST LEADS TO THE PIPE USING THE ALUMINO-THERMIC WELD PROCESS AS DESCRIBED BELOW. PLACE 18-INCH DIAMETER SLACK WIRE AT EACH WELD. E. TEST LEAD INSTALLATION: TRENCH WIRE AT A MINIMUM DEPTH OF 24 INCHES. ALL TEST LEADS SHALL TERMINATE IN A TEST BOX WITH 18-INCHES OF SLACK WIRE IN THE BOX. F. BRASS TA.GS: SECURELY ATTACH TO THE TEST LEADS WITH UN-INSULATED NO. 14 COPPER WIRE. DIE-STAMP WITH 1/4-INCH HIGH CHARACTERS. LEGEND AS SHOWN. G. ANODE CONNECTION: CONNECT TO FINK SHUNT AS SHOWN. LEAVE PIPE LEAD DISCONNECTED FOR CONNECTING BY CORROSION ENGINEER AT ACTIVATION. H. CONCRETE PAD: PLACE A 26 INCHES SQUARE BY 4 INCHES DEEP, REINFORCED (NO. 4 REBAR) CONCRETE PAD AROUND EACH AT-GRADE TEST STATION IN UNPAVED AREAS. .3.3 WIRE AND CABLE A. TEST LEAD TRENCHING AND BACKFILLING: THE BOTTOM OF THE TRENCH SHALL BE .3 INCHES OF SAND OR STONE-FREE EARTH. COVER TEST LEADS WITH 6-INCH LAYER OF STONE-FREE EARTH AND TAMP. USE TRENCH SPOIL FOR REMAINDER OF BACKFILL UNLESS DIRECTED OTHERWISE. FINAL SOIL COMPACTION SHALL BE AS SPECIFIED ELSEWHERE. DO NOT STRETCH, KINK OR CUT THE CONDUCTOR. DO NOT PLACE ROOTS, WOOD SCRAPS, ORGANIC MATTER IN THE BACKFILL. B. DAMAGED WIRE: DAMAGED WIRE SHALL BE REJECTED AND REPLACED COMPLETELY AT THE CONTRACTOR'S EXPENSE. ALL REJECTED WIRE SHALL BE REMOVED FROM THE JOB SITE AT THE CLOSE OF EACH WORKDAY. C. SPLICING: NO WIRE SPLICES ARE ALLOWED. 3.4 WAX TAPE COATING ALL BURIED PIPE, PIPE FITTINGS AND APPURTENANCES SUCH AS TAPPING SADDLES, BLOW-OFF AND AIR-VAC CONNECTIONS, VALVES, FLANGES, INSULATING FLANGES, COUPLINGS AND ADAPTERS (EXCEPT CASINGS) THAT ARE ON THE DIP SEWER MAIN AND NOT POLYETHYLENE WRAPPED SHALL BE WRAPPED WITH PETROLATUM WAX TAPE PER AWWA C217 AND THESE SPECIFICATIONS. A. SURFACE PREPARATION: SURFACE SHALL BE CLEAN AND FREE OF ALL MOISTURE, DIRT, MILL SCALE, COAL TAR, OIL, GREASE OR ANY FOREIGN SUBSTANCE. CLE.AN OIL OR GREASE WITH SUITABLE SOLVENT. THE SURFACE SHALL BE DRY PRIOR TO THE APPLICATION OF THE COATING. B. PRIMER: APPLY PRIMER BY BRUSH, HAND, GLOVE OR ROLLER. A THIN COATING OF PRIMER SHALL BE APPLIED TO ALL SURFACES AND WORKED INTO ALL CREVICES. THE PRIMER SHALL BE APPLIED GENEROUSLY AROUND THREADED BOLTS AND NUTS, COUPLING TIE RODS, FLANGES, FOLLOWERS, AND OTHER IRREGULAR SURFACES AND SHALL COMPLETELY COVER ALL EXPOSED SURFACES AND Fill ALL VOIDS. OVERLAP PIPE COATING BY A MINIMUM OF 3 INCHES. C. WAX TAPE: APPLY PETROLATUM WAX-TAPE IMMEDIATELY AFTER PRIMER. SHORT LENGTHS OF TAPE SHALL BE CUT AND CAREFULLY MOLDED AROUND EACH INDIVIDUAL BOLT, NUT, TIE-ROD AND STUD-ENDS. INDIVIDUALLY WRAP ALL ODD SURFACES. COMPLETELY COVER WITH TAPE. TIE RODS SHALL BE INDIVIDUALLY SPIRAL WRAPPED. COVER ALL BOLTS AND IRREGULAR SURFACES WITH SHORT SECTIONS OF TAPE THEN CLRCUMFERENTIALLY WRAP TAPE OVER THE FLANGE, VALVE OR FITTING WITH SUFFICIENT TENSION AND PRESSURE TO PROVIDE CONTINUOUS ADHESION WITHOUT STRETCHING THE TAPE. THE TAPE SHALL BE FORMED BY HAND INTO ALL VOIDS AND SPACES. THERE SHALL BE NO GAPS OR AIR SPACES UNDER THE TAPE. THE BARREL OF COUPLINGS SHALL BE WRAPPED UNDER THE TIE RODS. THE TAPE SH.A.LL BE APPLIED WITH AT LEAST A 55% OVERLAP. THE WAX TAPE SYSTEM SHALL HAVE A MINIMUM THICKNESS OF 50 MILS OVER SMOOTH SURFACES AND 1 00 MlLS OVER SHARP PROJECTIONS SUCH AS BOLTS AND NUTS. D. OUTER COVERING: APPLY CLEAR PLASTIC OUTER COVERING BY HAND SUCH THAT THE MATERIAL CONFORMS AND ADHERES TO THE WAX TAPE SURFACE. COUPLING TIE RODS SHALL BE INDIVIDUALLY WRAPPED. APPLY TWO LAYERS OF PLASTIC OUTER WRAP. 3.5 CONTINUITY BONDING A. MECHANICAL JOINTS: ALL BURIED DIP JOINTS AND ALL MECHANICAL JOINTS (I.E., FLANGES, VALVES, COUPLINGS EXPANSION JOINTS) THAT ARE NOT SPECIFICALLY IDENTIFIED AS INSULATING JOINTS SHALL BE BONDED WITH BOND WIRES AS INDICATED IN THE DRAWINGS. B. BOND WIRE: MAKE SHORT AS POSSIBLE. CAN WELD TO FLANGE EDGE OR PIPE. 3.6 WIRE TO PIPE CONNECTIONS A. WELDS: ALL COPPER WIRE-TO-PIPE CONNECTIONS SHALL BE ALUMINO-THERMIC WELDS. B. PREPARATION OF WIRE AND CABLE: USE A WIRE CUTTER. DO NOT DEFORM CABLE. CLEAN OILY OR GREASY CABLE WITH A RAPID-DRYING SOLVENT. REMOVE INSULATION FROM THE CABLE. C. PREPARATION OF METAL: CLEAN DIRT, GRIME, AND GREASE FROM THE METAL IN A 5-INCH DIA. AREA. CLEAN THE STRUCTURE TO A BRIGHT, SHINY SURFACE FREE OF ALL SERIOUS PITS AND FLAWS. THE WELD AREA MUST BE ABSOLUTELY DRY. D. WIRE POSITION: THE WIRE IS TO BE HELD AT A 30-DEGREE ANGLIE TO THE SURFACE WHEN WELDING. ONLY ONE WIRE SHALL BE ATTACHED WITH EACH WELD. E. TESTING OF ALL COMPLETED WELDS: AS SOON ,A.S THE WELD HAS COOLED, THE WELD SHALL BE TESTED BY THE CONTRACTOR AS DESCRIBED BELOW. F. COATING OF ALL COMPLETED WELDS: APPLY PRIMER AND ELASTOMERIC WELD CAP TO THE WELD. APPLY A BITUMINOUS COATING OVER THE WELD CAP AND TO ALL EXPOSED AREAS. PART 4 -TESTING ANO INSPECTION 4.1 TEST LEADS AND BOND WIRES A. RESPONSIBILl1Y: THE CONTRACTOR SHALL TEST ALL LEADS AND BOND WIRE WELDS. B. TEST METHOD: TEST WELD FOR STRENGTH BY STRIKING A SHARP BLOW WITH A TWO-POUND HAMMER WHILE PULLING FIRMLY ON THE WIRE. WELDS FAILING THIS TEST SHALL BE RE-WELDED AND RE-TESTED. W1RE WELDS SHALL BE SPOT TESTED BY THE ENGINEER OR INSPECTOR. C. ACCEPTANCE: WELDS NOT LOOSENED OR BROKEN BY THE HAMMER TEST CAN BE COATED AND BACKFILLED. THE RESISTANCE BETWEEN EACH PAIR OF TEST LEADS SHALL NOT EXCEED 150% OF THE PUBLISHED WiRE RESISTANCE. ULTIMATE BOND WIRE ACCEPTANCE SHALL BE DETERMINED BY CONTINUITY TESTS. 4.2 TEST LEAD TRENCHING AND BACKFILL A. RESPONSIBlLITY: THE DEPTH, TRENCH BOTTOM PADDING, AND BACKFILL MATERIAL SHALL BE INSPECTED BY THE INSPECTOR AT HIS DISCRETION PRIOR TO BACKFILLING. B. METHOD: VISUAL INSPECTION. C. ACCEPTANCE: CONFORMANCE WITH THESE SPECIFICATIONS. 4 . .3 CONTINUITY TESTING A. RESPONSIBILITY: THE VWD CORROSION ENGINEER SHALL TEST THE FULL LENGTH OF THE P.IPE FOR CONTINUITY. B. TEST METHOD: USE THE DIRECT RESISTANCE METHOD. THE DIRECT RESISTANCE METHOD CONSISTS OF MEASURING THE LINEAR RESISTANCE OF INDIVIDUAL PIPE SECTIONS BETWEEN TWO ADJOINING TEST STATIONS (2-WIRE MINIMUM) AND COMPARING WITH THEORETICAL RESISTANCE. C. ACCEPTANCE: ACCEPTABLE CONTINUITY IS WHEN THE ACTUAL RESISTANCE MEASURED, AS DESCRIBED ABOVE, IS EQUAL TO OR LESS THAN 130% OF THE THEORETICAL PIPE SECTION RESISTANCE. IF THE ACTUAL RESISTANCE IS GREATER THAN 130% THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE THE OPEN OR HIGH RESISTANCE JOINTS, MAKE ALL NECESSARY REPAIRS, AND RETEST UNTIL CRITERION !S MET. 4.4 ANODES AND CATHODIC PROTECTION PERFORMANCE A. RESPONSIBILITY: THE CONTRACTOR MUST PROV1DE THE PROPER RATED POTENTIAL ANODE, .. SUFFICIENT ANODE LEAD WIRE LENGTH AND THE PROPER ANODE HOLE DEPTH. THE VWD CORROSION ENGINEER SHALL TEST EACH INSTALLED ANODE FOR WIRE CONNECTION INTEGRITY . AND FOR OPEN-CIRCUIT POTENTIAL. B. CATHODIC PROTECTION PERFORMANCE TEST METHOD: THE PERFORMANCE OF THE CATHODIC PROTECTION SYSTEM WILL BE TESTED BY THE VWD CORROSION ENGINEER. THE TESTING SHALL INCLUDE: MEASUREMENT OF ALL OPEN-CIRCUIT ANODE POTENTIALS; PIPE-TO-SOIL POTENTIALS AT EACH TEST STATION AND OTHER LOCATIONS AS NECESSARY BEFORE THE ANODES ARE CONNECTED; INITIAL ANODE CURRENTS AFTER CONNECTING ANODE LEADS TO THE PIPE LEADS; AND THE PIPE-TO-SOIL POTENTIAL AT EACH PREVIOUSLY TESTED SITE WITH ALL ANODES CONNECTED. PRE-AND POST CATHODIC PROTECTION POTENTIALS AT MIDPOINTS BETWEEN ANODE BEDS ARE REQUIRED TO VERIFY THAT THE PIPELINE IS FULLY PROTECTED. ADEQUATE PROTECTION SHALL BE AS DEFINED IN NACE RP0169. C. FIELD REPORT: ALL SYSTEM DEFICIENCIES SHALL RE DESCRIBED IN ONE OR MORE FIELD TEST REPORTS BY THE CORROSION ENGINEER. D. ACCEPTANCE: THE SYSTEM WILL BE ACCEPTED IF ALL ANODES, TEST STATIONS, AND SUPPORTING FACILITIES ARE INSTALLED AND WORKING PROPERLY. 4.5 WAX TAPE COATING A. RESPONSIBILITY: WAX TAPE APPLICATIONS SHALL BE INSPECTED BY THE INSPECTOR. B. TEST METHOD: EACH TAPE WRAPPED COMPONENT SHA.LL BE VISUALLY INSPECTED. BACKFILLING SHALL NOT BE DONE UNTIL THIS INSPECTION IS COMPLETE AND THE TAPE WRAP APPLICAFION IS APPROVED BY THE INSPECTOR. C. ACCEPTANCE: CONFORMANCE WITH THIS SPECIFICATION. 4.6 COMPLIANCE WITH SPECIFICATIONS A. DEFICIENCIES: ANY DEFICIENCIES OR OMISSIONS IN MATERIALS OR WORKMANSHIP FOUND BY THESE TESTS SHALL BE RECTIFIED BY THE CONTRACTOR AT HIS EXPENSE. ENGINEER OF WORK ~fk4 /-1'/-tJ:3 E.t" DeCcrrlo CR 1011 DATE VALLECJTOS WATER DISTRICT CP-4 "AS BUILT" cWIM: EXP {2•SJ•O 1-DATE REVIEWED BY: VWD DWG. NO. PRESTON H. LEWIS, P.E. ~1 R.C.E. 45927, EXP, 12/02 DATE 1-✓.;.:' I? () ,,-,, ,,, I. , INSPECTOR DATE . r@ll CITY OF CARLSBAD 11 SHEEJSI 1-----+----+--------------+--+----+----+-----, Ll.LJ. ENGINEERING DEPARTMENT _ 3 6 1------1---+-----------------+----+---+---+------l IMPROVEMENT PLANS FOR: POINSETTIA LANE ~l'-ofESS101i1 . ~ ~ 0 ~'i.. A-D£:c 1,, AT BRESSI RANCH CATHOBIC PROTECTION SPECIFICATIONS C. SHUNTS: 0.01 OHM RATED AT 6 AMPS, ACCURATE TO 1 %. USE FINK BOARD SHUNTS. 1 -CONSULTA.."ll{TS, INC. !:j !?<,;; f~ i LEAVE PIPE LEAD DISCONNECTED FROM SHUNT UNTIL SYSTEM ACTIVATION BY DISTRICT 13 "' """·12/31/0> 0 "' I APPROVED: dY I ·"" "'· 00"~"11 + ·"' I l----+-----1----------------1----+---+---+-----t _d,, ~~ !.AY,~,-·-i ,on ,?,bD~E.,,.3 -£~~-CORROSION ENGINEER. 164.6•6 Bernardo Center Drive Ii ·~ ---,----s·.u·,te B-275 1---+-----1----------------1----+--+---t-----l 1..cC:::ITY:::=::EN:::G:::IN:::.~R:=:::;R~.=· :::· ~~~E::X~P:::. ==~~;::=;;':::;;::; •• 0 u'r //110s\0 ,;i,,"' re I I -~ ~: , San Diego, CA 92128 -1rr::----::o'<' OWN BY: c-=:jG~P~Mrr:!L PROJECT NO. DRAWING NO. _: -~· (858) 592_0226 OFcM--'' DATE INITIAL DATE INITIAL DATE INITIAL cRVWHK.oD 8aYy_==.-"'CT99-Q3 397-2K _ " - . ' REVISION DESCRlPTION ~ ... I "· '---------------------------------------------------------------------------------------------E-NG-IN-E-ER_Of_wo_RK _________________ oT_H_E_R_A_PP_R_o_vA_L_c_11Y_AP_PR_o_vA_L _____________________ _, VWD 02-004 081! Landscape Construction Drawings For: Poinsettia Lane Medians -lW at Bressi Ranch Prepared for: Lennar Communities GENERAL NOTES 1. All work shall conform to City standards and these plans. In case of conflict, these plans shall prevail. 2. Notes are directed to the work of the contractor unless otherwise noted on the plans. 3. Work not intended to be under contractor's contract: A N.I.C. -Not in Contract B. By others C. Existing 4. Contractor shall verify with Landscape Architect prior to the start of work, that plans are current and approved. 5. These plans are based on improvement plans by Kimley-Horn & Associates. Civil information contained within these plans is for reference only. 6. The contractor shall obtain all necessary and/or required permits and pay all related fees and/or taxes required to install the work on these plans. 7. Contractor shall submit a schedule of work, to be approved by the owner i:ihd Landscape Architect, prior to beginning the pro;ect. The work shall be in accordance with said schedule. 8. The contractor shall be responsible for coordinating his work with other trades. 9. Contractor shall notify the owner and Landscape Architect in writing of any discrepancies in existing conditions or within the plans prior to beginning the work. 10. It is the responsibility of the contractor to familiarize himself with all grade differences, location of walls and above and below ground utilities. The contractor shall repair or replace all items damaged by his work. 11 . The contractor shall notify the Landscape Architect prior to beginning work and shall be responsible for , coordinating with the general contractor, Landscape Architect and City or County. 12.AII material shall be new unless otherwise specified. 13. The contractor shall immediately upon being awarded the contract, make any arrangements necessary to insure that all materials and supplies will be available when needed for this pro;ect. 14.Additions and/or decisions of material and/or labor shall be mode at unit prices established with the contractor prior to beginning the work. 15. Determination of "equal" substitutions shall be made only by the owner and/or Landscape Architect. J 6. The Landscape Architect shall be notified no less than 48 hours in advance of any inspections or meetings. 17. Contractor shall be bockcharged for Landscape Architect's time when inspections are called for and it is found that the work is not significantly ready upon inspection or the appointment is not kept. Construdion Note: I P-2~ ... ~~ /////// P-2-,Poi nsettia= CITY OF OCEANSIDE PACIFIC OCEAN 7s AVE CITY OF ENCINITAS PROJECT SITE CITY OF VISTA Refer to Sheet PP-1 for all Proposed median concrete specifications. rn Note: Refer to Sheet IL-1 For Hydraulic Calculations & Irrigation Legend Refer to Sheets PP-1 to PP-4 For Planting Legend INDEX TO DRAWINGS Sheet Sheet Sheet No. Reference Title 18. TS-1 Title Sheet 19. TS-2 Title Sheet 20. IP-1 Irrigation Plan OWNER/CONSULTANT 21. JP-2 Irrigation Plan 22. IP-3 Irrigation Plan Owner: 23. IP-4 Irrigation Plan Lennar Communities 24. JL-1 Irrigation Legend and Notes 5780 Fleet Street Ca.rlsbad, 0\. 92008 25. /D-1 Irrigation Details Phone: 760-918-8858 26. 15-1 Irrigation Specifications Contact: Kristine Zortman 27. 15-2 Irrigation Specifications Civil Engineer: 28. PP-1 Planting Plan Kim/ey~Horn & Associates 29. PP-2 Planting Plan 517 Forest Avenue, Suite 301 San Deigo, 0\. 92101 30. PP-3 Planting Plan Phone: 619-744-0147 31. PP-4 Planting Plan Contad: Jennifer Johnson 32. PD-1 Planting Details Landscape.Architects: 33. PS-1 Planting Specifications The Co/1aborative West Inc. 34. PS-2 Planting Specifications 7 00 Avenida Miramar 35. Per Eng. Drawings RCW Pressure Reducing Details San Clemente, CA. 92672 Phone.: 949-366-6624 36. Per Eng. Drawings RCW Pressure Reducing Details Contact: Faye Mi/fer VICINITY MAP NOTTO SCALE Irrigation Consultant: Lanascape Irrigation Consulting 33282 Golden Lantern Street, Suite 201 Dana Point, 0\. 92629 Phone: 949-661-0905 Contod: Frank Simon ;:;j tNGINEER'S SIGNATURE REQUIRED ON PAGE I ONLY APPROVED ENGINEERING PLAN CHECKER DA TE [ANE (FUTURE) PROJECT MAP rn NOTTO SCALE KEYMAP NOTTO SCALE I hereby declare that I am the licensed designer of work for this pro;ect, that I have exercised responsible charge over the design of the pro;ect as defined in Section 6703 of the Business and Professions Code, and that the design is consistent with current standards. I understand that the check of pro;ect drowinfJS and specifications by the City of Carlsbad is confined to review only and does not relieve . me, as the licensed designer of work, of my responsibilities for pro;ect design. TS-1 These plans have been prepared in substantial confidence with the approved Landscape Concept Plan, Water ConseNation Plan, Fire Protection Plan, and all conditions of approval relating to landscaping. By: ;P/f"U:~,rf/¥f~A( · / kDa~:/4? TheCollaborative West Preparer APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR VW.D. DWG. NO. "AS BUIL T 11 r,/qbl' DATE l---+--+--------------j~-+--+--+-----1 ~ CIIN!JNE?!NG ~~~~M~]AD w IMPROVEMENT PlANS FOR: POINSETTIA LANE MEDIANS AT BRESSI IIANCH (From Station 68.0 Through 93+67) I APPROVED$Y I 1---+--+---------------1--+---11---1---1 A ,; *~ k¾ -c· ii EPA ::2,d.:1.l03 l----+--+---------------l----l-----<t----1------1 pTY ENGI.ffEER ;J DAfE . I--Dcc:;Ac;;TEc-i-c:-1N""IT,.,.IAL,-t------------------+--+---+---l----l ===o=w==N=B==Y=: ~FM==.,=:::RS::;;:N:::::::;-;:::===P=R=O=JE=c=T=N=o=. ==-:::o=R=A=W=IN=G=N=o=. DATE INITIAL DATE INITIAL CHKD BY: ~ ENGINEER oF woRK REVISION DESCRIPTION ornrn APPROVAL cnY APPROVAL RVwD BY, , ......_ CT99-03 397-2K , _____________________________________________________________________ ;;;;;;;;;;;;;;;,..;;;.;;;;;;;;;;;;;;;;;;;;;~~;;;-;;;_;;;_;;;_;;;_;;_;;~;;;;;;;;;;;;;;;;;;;:J! V.W.D. 02-004 1£N05-A GENERAL NOTES RECYCLED WATER NOTES " 1. All work mud be done in accordance with the Carlsbad Municipal Water District's "Carlsbad Redaimation Rules and Regulations for Construdion of Recycled Water Mains" dated October 1993. 2. Drinking fountains shall be proteded from spray of recycled water. Best management pradices shall be used to minimize recycled water encroachment on public facilities such as picnic tab/es, barbecues, playgrounds, sand tot lots, etc. 3. Best management pradices shall be used to eliminae or control to the best extent possible ponding, run-off, overspray, and misting. 4. Hose bibs are strictly prohibited. 5. On-site cross-connections between recycled water lines and potable water lines is stridly prohibited. 6. No substitution of pipe materials will be allowed without prior approval of the City of Carlsbad Municipal Water District. 7. All on-site pipes shall have warning tape per Carlabad Municipal Water Distrid Rules and Regulations. 8. The irrigation system shall run between the hours of 10:00 p.m. and 6:00 a.m. the following morning (spot irrigation could be done at a different time with qualified supervision personnel on site). 9. Provide a minimum of at least 18 inches of cover over wiring and piping. 10. Non-designated use areas shall be protected from contad with recycled water, whether by windbliown spray or by dired application through irrigation or other use. Lack of protection, whether by design, construction practice, or systems operation, is strictly prohibited. 11. Irrigation heads shall be relocated or adiusted to prevent over-spraynig on sidewalks, streets, and non-designated use areas. 12. Recycled water quick coupling valves shall be of a type designed for the use on recycled water distribution systems (spikes not interchangeable with potable water quick coupler spikes per Carlsbad Municipal Water District's rules and regulations). 13. Meters shall be sized by the City of Carlsbad · Municipal Water District. 14. All irrigation pipes must be stenciled with the warning "non-potable or recycled water," color-coded (purple), and laid with warning tape and stenciling oriented toward the top of the trench per the Carlsbad Municipal Water District's rules and regulations. 15. All potable water and recycled water piping shall be .. installed with the stenciling oriented toward the top of the trench. 16. When a potable water line and recycled water line cross, the recycled water line shall be installed within a protective sleeve. The sleeve shall extend 10 feet from each side, from the center line of the potable line, for a total of 20 feet. 17. A 10 foot horizontal separation between potable water and recycled water mains must be maintained at all times. The potable lines must be installed above the recycled lines. 18. A mimimum of 12 inches of vertical separation between utilities must be maini'ained at all times. 19. * Developer/contrador shall conduct a cross-connection test and coverage test as directed by the Carlsbad Municipal Water Distrid Engineer or the San Diego County Department of Environmental Health prior to any use of reclaimed water. 20. Quich coupling valves used in recycled water systems shall conform to the following: A. Recycled water -quick coupling valves used in recycled systems shall have acme type threads and purple colored locking covers permanently attached to the valve. Quick coupling valves shall be Nelson No. 7645, Hunter No. HV1 00A-RL-NP or approved equal. (Spikes shall not be interchangeable with potable water quick coupler spikes). 21. The required cross-connection inspection shall be done by either the Carlsbad M1Jnicipal Water District and/or the the San Diego County Department of Environemntal Health. Copies of the inspection reports will be forwarded to the non-inspeding party. 22. * Develc;,per shall show the location of R. C. signs "Do Not Drink" §n these plans. 23. * An onf?ite user/supervisor shall be designated in writing. This individual shall be familiar with plumbing systems within the property, with the basic concepts of backflow/cross-connection protection, and the specific requirements for a reycled water system. Copies of the designation, with contad phone numbers, shall be provided to the San Diego County Depmtment of Environmental Health and Carlsbad Municipal Water Distrid. In case of emergency contact: Maintenance Supervisor Larry True at (7 60) 438-6661 or after hours contact Maintenance Supervisor Larry True at (760) 438-6661 24. Show all public and private potable water mains on improvement plans. *Items 8, 19, and 23 shall be required iust prior to the actual use of recycled water. *Item 22 (signage) shall be a part of this I.P. but the actual signs and tags will be installed iust prior to the adual use of recycled water. 25. On recycled water systems, all appurtenances (sprinkler heads, valve boxes, etc.) shall be color-coded purple per AWWA guidelines and section 116815 of the California Health and Safety Code. 26. There shall be a physical separation between adiacent areas irrigated with recycled water and potable water . Separation shall be provided by coincrete strips, chain link fences, or other means as approved by the Water District and D.E.H. SIGNAGE NOTES The following guidelines for the use of recycled water are to be permanently posted inside the door of each controller where they are easily visible. Place on 8 1 /2' x 11" sized sign. Color: purple backgrouind with black lettering. I. Guidelines for recycled water use 1. Irrigate between the hours of 10:00 p.m. and 6:00 a.m. only. Watering outside the time frame must be done manually with qualified supervisory personnel on-site. No system shall at any time be left unattended during use outside the normal schedule. 2. Irrigate in a manner that will minimize run-off, pooling, and ponding. The application rote shall not exceed the. infiltration rate of the soi/. Timers must be ad;usted so as to be compatible with the lowest soil infiltration rate present. This procedure may be facilitated by the by the efficient scheduling of the automatic control clocks (i.e. employing the repeat function to break up the total irrigation time into cycles that will promote maximum soi/ absorption. 3. Adiust spray heads to eliminate overs[ray onto areas not under the control of the customer. For example, pool decks, private patios and lots, and streets and sidewalks. 4. Monitor and maintain the system to minimize equipment and material failure. Broken sprinkler heads, leaks, unreliable valves, etc. should be repaired as soon as they become apparent. 5. Educate all maintenance personnel on a continuous basis of the presence of recycled water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, etc. Given the high turnover rate of employees in the landscape industry, it is important this imformation be disseminated on an almost doily basis. It is you, the landscape contractor, who is responsible for educating each and every one of your employees. 6. Obtain prior approval of all proposed change and modifications to any private on-site facilities. Such changes must be submitted to, and approved by, the District Engineering Office and designed in accordance with all District standards. 7. All recycled water sprinkler control valves shall be tagged wiwth identification tags. A Tags shall be weatherproof plastic 3" x 4," purple in color, with the words "Warning Reclaimed Water -Do Not Drink'' imprinted on one side, and "No Tome El Agua" on the other side. Imprinting shall be permanent and black in color, use tag as manufactured by T. Christy Enterprises or approved equal. RECYCLED WATER SYSTEM (PRIVATE) POINSETTIA LANE EDIANS AT BRESSI RANCH Carlsbad, California = = ---- B. One tag sail be attached to each valve as follows. 1. Attach to valve stem directly or with plastic tie-wrap or 2. Attach to solenoid wire directly or with plastic tie-wrap or 3. Attach to valve cover yvith existing valve cover bolt. 8. Alf sprinkler heads shall be identified as recyced water sprinkler heads. 11. Each automatic controller and its associated equipment shall be identified with a sign bearing the words "Recycled Water Used for Irrigation" in English and Spanish with black letters 1" high on a purple background. The sign shall be placed so that it can be readily seen by any operations personnel using the equipment. Declaration of responsible charge: I herby declare that I am the Landscape Architect of work for this proiect, that I exercised responsible charge over the design of this proiect as defined in section 6703 of the Business and Professions Code and that the design is consistent with current standards. I understand that the check of the proiect drawings and specifications by the Cly of Carlsbad and the San Diego County Department of Environmental Health is confined to a review only and does not relieve me, as Landscape Architect of work, of my responsibilities for project design. ~~(;App;# (ljf'/(I? Paul Haden, Landscape Architect bate / R.L.A. 1972 Firm name and address: The Collaborative West 100 Avenida Miramar San Clemente, CA 92672 Telephone Numbers: (949) 366-6624/ (949) 366-6626 fax Registration Number: 1972 Expiration Date: 2/28/04 CAL ..._,.., Proposed Reclaimed Water Irrigation System Mainline Crossovers of RCW and PW main -RC main to be sleeved per Note 1 6 this sheet IA-W+---Reclaimed Water System Mainline 1.t4----Potable Water System "Do Not Drink" Sign Locations Crossovers of RCW and PW main -RC main to be sleeved per Note 16 this sheet Location of Connection Point(s) - Meter and Backflow Prevention Proposed Reclaimed Water Irrigation System Mainline INSPECTION PROCEDURES KEYMAP 1. City construction inspection shall include: A Location of pipe lines B. Trench depths C. Required separation (horizontally and vertica/ly) D. Pipe identification E. Points-of-Connection (POCs) F. Location and identification of sprinkler heads G. Warning signs at the site and on the trucks hauling recycled water (if recycled water is used for construction). An approved letter regarding the inspection of the proiect shall be obtained from the City and the District, and be forwarded to the San Diego Department of Environmental Health prior to final inspection approval. 2. District final inspection shall include: A Coverage tests, after completion of of the sprinkler system, to determine the adequacy of coverage on te approved use area and protection of areas not approved for receiving recycled water. B. Warning signs and labels. C. Quick coupling valves. D. All aspects of the irrigation conditions including windblown spray, runoff, and ponding. E. Required protection of all residential areas. F. Required protection of wells, streams, reservoirs, etc. G. Cross-connection. 3. P.nnua/ inspectiona shall include: A complete inspection which should cover parts "A," "8," and "G" of the District final inspection. NOTTO SCA/.£ TYPICAL SIGNS. White Logo Purple Background 1" White Letters In Order to Conserve Water ... RECYCLED WATER ~ WARNING RECYCLED WATER DO NOT DRINK INUSE ~ DONOT~NOTOME = RECYCLED WATER DRINK ~ EL AGUA ~ (Size) 12''x36" .032 Aluminum Square Corners AVISO -AGUA IMPURA NOTOMAR 1" White Letters 2" White Letters WASH HANDS AFTER CONT ACTING LAVESE SUS MANOS DESPUES DE USAR (Size) 18"x 18" .032 Aluminum Square Corners APPROVED FOR PLJ\iNTING AND IRRIGATION ONLY, INCLUDING PRECISE II AS LOCATION OF PLANTING :Y!,t]E\JED BY AREAS. (~Q ~ INSPECTOR TS-2 V.W.D DWG. NO. BUILT" 1,/efp1, I DATE ~ CITY OF CARLSBAD ~ 1-----1---+------------~---+-----+--+----1---l L.l2._j ENGlNEERING DEPARTMENT ~ ~==-============'..=::=:::::::: IMPROVEMENT PLANS FOR: POINSffilA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) I APPROVED dY I 1----+--~1-----------------1------1----l----l---' ,/4w~ /A/'-d, e-',/,, bt,/( ;:zhA,.,/,E,z:Jf l-----+---+----------------e----------1-----1----1----1 :=:C:::I=T Y=:::E::: NN=GGII~/(IEE~F;:;:R ;:::::;-;::::::,f'===· =====:;;:::==-= 'IJ=TE===:· l---c-=c-+--ccc=-c-+----------------1------l---.\----1----I OWN BY AAR. BSN DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ---...... ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL c1TY APPROVAL RV\JD BY, r PROJECT NO CT99-03 DRAWING NO 397-2K V. W.D. 02-004 LEN05-PL 081 -...J 130 ---------- 740 D.G. Trail; Refer to Civil Engineer's Plans / I / / •. . \ ; -----~J- -·- 140 DAT£ }) = KEYMAP N. T.S. INITIAL _I_ 150 740 Poinsettia·======= IP--1 0 10 20 40 SCALE: 1"=20' VWD. DWG NO. APPROVED FOR PLANTING "AS BUIL T 11 TIT~'h1i w&!o~ AND IRRIGATION ONLY, INCLUDING PRECISE ,, DATE LOCATION OF PLANTING ~E11E~B~ AREAS. ( ,,-:yJ 07,,,,,~ INSPECTOR DATE I s;~T I CITY OF CARLSBAD I SH;~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) I APPROVED t?Y ~/4,ljp,. I F',:,A. 2ft 1~~ vYujel~ DATE OWN BY FS PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL See Sheet IL-1 for Irrigation legend CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CiTY APPROVAL RVwD BY• \'-099-03 397-2K - V.W.D. 02-004 I.ENOS-Pl ---------- -+ - @ 2 ' I ' I I I I • I I I I 150 \ I \ 160 --------------_____________________ /lsnte"'snw· '-5Jo,~ '"'t""T' T; R>leir" ito0CC5i~v1J·t EE;;ng91;•;n;;;eeer's Plans for Erosion Control 170 ------------------:::i:;:------------------------------- ,·. ,-,,-D.G:ITrail: Refer to Civil Engineer's Plan _,.r" ,_ .., .., ' -"" ra ~ J4" 3~-4• ; 3/4° 3/4~ :314~ t,•" 314• 3t4-• /4' !" :, .. .,-•-----· ··-....... ----··. .. _.-----,·-····-- ·™ %_'/Z: ~k"!: .., "" 3/4" 3/4" 314" . -. ------.. ... -. ~-- ... '"" ... '"' 0 170 -( =, See Sheet I 1 ... J for Irrigation Legend DATE INITIAL ~NGINEER OF WORK ~lf \ / / ..... <:·,,_ ·--------·-_ .. -\/-----:..::=-=-:_-::;:_. =======.Poinsettia KEYMAP N. T.S. IP-2 0 10 20 40 SCALE: 1'=20' V W. D. DWG. NO. APPRO"'vED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 nn~;t-~~ IMPROVEMENT PIANS FOR: POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) APPROVED Qt' 4 < , ~ /A,'"~e4 CITY ENG! ER DATE INITIAL DA TE INITIAL DWN BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: RVIJD BY,. PROJECT NO CT 99-03 DRAWING NO. 397-2K V.W.D. 02-004 1£N05-PI Of - \90 2-00 I • I I I I 314" 3/4" 3/4" I I I I I • ---------------- 200 230 I/ ' 11 220 I _ 1_· -- I _I' _ 111 2 l/2"1 I I ©:D111 § I" ~5.:,,,WE, -. SZti& ... ,., 2 V2" See Sheet IL-1 for Irrigation Legend 3/4" ------.. "-----------~ -314" 3/4 3/4" 314 31411 314" 3/4° 314" 3/4" i#rsiP§iil-!! ~.Jl~~~ •(N.,l' ._!i.~~~ 2 112" 2 1/2" . ·- ----'I '" 3/4~ ----, ___ -_-;;:: ~---=----=--~--~-=-=---_ _:-::;=;_--------------------------________ ,,_ ------------------- --------------. ------. -- .. ---------·- ~ (I) ::, LL i:u fl = =======Poinsettia======= ----~ KEYMAP N.T.S. 0 JO 20 40 SCIII.E: 1"=20' V W.D. DWG. ~iO. APPROVED FOR PLANTING 11 AS BUIL T 11 L./ 9/41, AND IRRIGATION ONLY, . i2tvL/k1P ;/ INCLUDING PRECISE TITLE ~t?Ef,li /DAk. 1'--1--" LOCATION OF PLANTING ~ED BY, AREAS. . R ,.,....., eJ?M:?rG . . -INSPECTOR DATE w CITY OF CARLSBAD w ENGINEERING DEPA.RTMENT 2 6 IMPROVEMENT PIANS FOR: POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) APPROVED 6'r .a" . .,~ U --j o:.-1.. ,~ ~l CITY ENGIN ER DATE OWN BY FS DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY -- PROJECT NO. DRAWNG NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\JJ BY, [ '-CT 99-03 397-2K V.W.D. 02-004 LEN05-PL . .tr ii11 f.@i ~ ~(~: ~'2i\ s ~~; f,Z-,j ~. fu¼~~§i.;_& ~ t -_v l i-' ,, = :· ::~• _'"_ -_--_--_--_--_-___ , .. "',-,.--~J14• ).-,,: ~-,.:\' :j In" "_-,,~, :., -'¼-,-_,_ 2 1/2" 91 3/4" 3/4" --------------------------- 2 112" 2 t/2" 230 i250 240 314" 31 2 314' 3/4" ----------- 211.!" ' ' "~ W,,~:½~'1 \ j;,\ ,l ;,""",, oC'J;"' jj ·¢ \,.J 1 ;' -,, __ ---- = c:::::.=:::===Poinsettia======= ---.. KEYMAP N.T.S. IP-4 a 10 20 40 SCALE: 1 '=20' V.W.D. DWG. NO. APPROVED FOR PLANTING 11 AS BUIL T 11 1,(t1(p~ AND IRRIGATION ONLY, n!!rfrs41Nf! INCLUDING PRECISE DATE LOCATION OF PLANTING ~wED BY AREAS. t;:,C) r:::i& Q]I&/>-,<, INSPECTOR DATE ~ CITY OF CARLSBAD w 3 ENGINEERING DEPARTMENT 6 IMPROVEMENT PJANS FOR: POINSffilA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) APPROVED dY ffe1'. G$'.~ l,V~ !"<>It 4h.;,.J .. -, CITY ENGINER ----DATE See Sheet IL-1 for Irrigation Legend DWN BY: FS DATE INITIAL DATE INITIAL PROJECT NO DRAWiNG NO. DATE IN!TIAL CHKD BY: • ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY .I\PPROVAL RVwD B\, r ~ CT99-03 397-2K ~ V. W.D. 02-004 LEN05-PL ' IRRIGATION LEGEND (CITY MEDIAN): &YMBOL, MANUFACTURER, MODEL NUMBER± DE&CRIFTION, RAD., F.5.1., G.F.Mc DETAIL .. -- -- v' V V ~ -M iRW,' -·· IZlZJ EB 0 ® 1£1 [§] 10 ---- ---- RAIN!3IRP IS/2-&AM-PR&-SQ FOF-UF' $F'RA Y l-lEAP b-7' 2!;, 21 A RAIN6IRP IS/2-&AM-PR&-Sl-1 FOF-UF' &FRAY HEAP b-7' 2B .41 A RAIN6IRP ISl2-5AM-FR5-SF FOP-UP &FRAY HEAP 6-1' 2B .82 A NOTE, ALL FOP-UP &F'RINKLER HEAP& USING RECYCLED WATER &HALL 6E INSTALLED WITH PURPLE CAP&. ALL &l-11"U65 HEAP& ON Rl&ER USING RECYCLED WATER &HALL 6E PROFE~Y LA6ELED WITH PURPLE RECYCLED WATER TAG& ON THE RISER FER WATER Pl5TRICT 5TANPARP5. RAIN 61RP NELSON NI6CO EXISTING FE6CO HAYWARD WEATl-lERMATIC CAL&EN&E CAL&EN&E CAL&EN&E APPROVED APPROVED APPROVED APPROVED ~ APPROVED FE5!3 7h45-1" B25YA "12 ELECTRIC CONTROL VAL VE NON-POTABLE QUICK COUPLING VALVE 6RA55 ISOLATION 6ALL VALVE RECLAIMED WATER METER, 6Y OTHER& 6ACKFLOW PREVENTION DEVICE 6A&KET &TRAINER W/ b0 MESH MONEL SCREEN 6 C D E F S200CR NORMALLY CLOSED MASTER VALVE G FM-LB FLOW METER H ET2000-8-R-RR-55E-R I ; J FEDE&T AL MOUNT CONTROLLER A55EM6L Y WI WATER CONSERVATION 5Y5TEM5 (WC&! RAIN GUARD INSIDE A VANDAL RE5I5TANT ENCLOSURE ET2<D00-S-l'<-RR-55E-R I ; J RECTANGULAR APPROVED APPROVED PVC CL-200 PVC CL-315 PVC $CH 40 FEDE&T AL MOUNT CONTROLLER A55EMBL Y WI WATER CONSERVATION 5Y5TEM5 /WC5) RAIN GUARD INSIDE A VANDAL RESISTANT ENCLOSURE SPARE WIRE 60X K IRRIGATION WIRE CONDUIT <&EE NOTE& FOR &IZE) L IRRIGATION SLEEVE <SEE NOTE& FOR 5IZE) L LATERAL LINE FIFE (SIZE AS NOTE&! L • M < ALL FIFE TO 6E FURFLE IN COLOR) NON-POT ABLE SOURCE PRESSURE SUPPLY LINE L ; M FOR 2" DIAMETER FIFE AND LAR<::,ER < ALL FIFE TO 6E FURFLE IN COLOR) NON-POTABLE SOURCE FRE55URE 5UFFLY LINE L ; M FOR I 1/2" DIAMETER FIFE AND SMALLER ! ALL FIFE TO BE FURFLE IN COLOR) NOTE, ALL BURIED FIFE u&ING RECYCLED WATER $HALL 6E INSTALLED A& FLIRFLE FIFE. r------------GALLONS FER MINUTE .J_ / 0" r(s==l-•--------CONTROLLER STATION NUM6ER -I ' 0 / 1~----------CONTROL VAL VE &IZE IRRIGATION CONSTRUCTION NOTE$: 0 0 0 0 POINT OF CONNECTION TO Tl-IE EXISTING I" RECLAIMED WATER METER PROVIPEP ANP INSTALLED 6Y OTHERS. RUN A I 112" 5UFFL Y LINE FROM THE METER TO THE I 1/4" BASKET &TRAINER THEN TO THE I" 6ACKFLOW PREVENTION DEVICE. INSTALL 6ACKFLOW DEVICE FER CITY OF CARL56AP &TANDARP&. !'ROM Tl-IE 6ACKFLOW, RUN A I 112" LINE TO Tl-IE I 112" MASTER VALVE THEN TO A I 112" FLOW METER Tl-lEN TO THE SYSTEM AS NOTED ON THE DRAWING&. THE 5Y5TEM HA& BEEN DESIGNED FOR A MAXIMUM FLOW OF 24.7 GPM AT A MINIMUM OPERATING PRESSURE OF <i,5.0 PSI. INSTALL A CAL5EN5E MODEL ET2000-B-R-RR-55E-R PEDESTAL MOUNT CONTROLLER A$SEM6L Y IN Tl-IE LOCATION APPROVED 6Y Tl-IE OWNER'& AUTl-lORIZED REPRESENTATIVE. I20VAC FOWER PROVIDED 6Y OTl-4ERS. Tl-IE LANDSCAPE CONTRACTOR SHALL COORPINATE THE I20VAC FOWEl't ~ Tl-IE SOURCE TO THE CONTROLLER LOCATION AND MAKE THE FINAL l-lOOK-UF. ALL I20VAC FOWER WIRING &HALL 6E COMPLETED 6Y A LICENSED ELECTRICAL CONTRACTOR THE LANDSCAPE CONTRACTOR 5l-lALL CONNECT Tl-IE LOW VOLT AGE CONTROL WIRE$ TO THE CONTROLLER TERMINAL &TRIP IN Tl-IE SEQUENCE NOTED ON Tl-IE DRAWING&. POINT OF CONNECTION TO Tl-IE EXISTING I" RECLAIMED WATER METER PROVIDED ANP INSTALLED 6Y OTHERS. RUN A I 1/4" &UFFL Y LINE FROM THE METER TO THE I" BASKET &TRAINER Tl-lEN TO Tl-IE I" 6ACKFLOW PREVENTION DEVICE. INSTALL 6ACl<FLOW DEVICE FER CITY OF CARL56AP 5TANDARP5. FROM Tl-IE 6ACKFLOW, RUN A I 1/4" LINE TO Tl-IE I" MASTER VALVE THEN TO I 112" FLOW METER Tl-lEN TO Tl-IE 5Y&TEM A5 NOTED ON TI-E D!'tAWING&. TI-E SYSTEM I-IA& BEEN PE&IG.N£P l'O!'s A MAXIMUM !=LOW OF lb.4 GFM AT A MINIMUM OPERATING PRESSURE OF SS.e> PSI. INSTALL A CAL&EN5E MODEL NUMBER ET2000-S-R-RR-55E-R PEDESTAL MOUNT CONTROLLER AS5EM6L y IN Tl-IE LOCATION APPROVED BY Tl-IE OWNER'S AUTl-lORIZEP REPRESENTATIVE. I2.VVAC FOWER PROVIDED BY OTHERS. Tl-IE LANDSCAPE CONTRACTOR SHALL COORDINATE Tl-IE I20VAC FOWER FROM T!-lE &oURCE TO T!-lE CONTROLLER LOCATION AND MAKE THE FINAL HOOK-UP. ALL 12.VVAC FOWER WIRING SHALL 6E COMPLETED 6Y A LICENSED ELECTRICAL CONTRACTOR T!-lE LANDSCAPE CONTRACTOR 5l-lALL CONNECT Tl-IE LOW VOLT AGE CONTROL WIRES TO Tl-IE CONTROLLER TERMINAL 5TRIF IN Tl-IE SEQUENCE NOTED ON Tl-IE DRAWING&. CONTRACTOR &I-IALL RUN Tl-!REE (3) &FARE WIRE& FROM THE CONTROLLER TO EACH END OF Tl-IE MAIN LINE RUN. MAKE A LOOP FROM AN ADDITIONAL &IX FEET OF WIRE AND INSTALL Tl-IE LOOF INSIDE A 10" ROUND VALVE BOX. 6RAND Tl-IE LID OF Tl-IE VALVE eox WITH Tl-lE LETTERS "6W" FOR FUTURE IDENTIFICATION. ALL &FARE WIRE& SHALL SE A DIFFERENT COLOR FROM CONTROL WIREe. Tl-IE CONTRACTOR e!-!ALL L=ATE Tl-IE TELEFl-lONE COMMUNICATION LINE FOR Tl-lE CONTROLLER, Tl-lAT 15 PROVIDED SY Tl-IE OWNER THE LANDSCAPE CONTl'tACTOR 15 TO MAKE THE FINAL l-lOOKUF. SLEEVE AND CONDUIT SCHEDULE: ALL SLEEVE& FOR PRESSURE SUPPLY LINE AND LATERAL LINE FIFE $HALL SE A MINIMUM TWICE Tl-IE NOMINAL &IZE OF Tl-IE FIFE WITl-llN. SLEEVE MATERIAL e MAIN LINE FIFE, CONTROL WIRE&, AND LATERAL FIFE UNDER VEI-IICLE FAYING $HALL BE INSTALLED IN A SCH. SO PVC SLEEVE WITH 30" COVER e MAIN LINE FIFE, AND CONTROL WIRES, UNDER FEDEeTRIAN PAVING 5l-lALL 6E INSTALLED IN A &CH 40 PVC SLEEVE WITI-I 16" COVER e LATERAL FIFE UNDER PEDESTRIAN PAVING SHALL 6E INSTALLED IN A SCH. 40 FVC SLEEVE WITI-! 12" COVER I-IYDRAULIC CALCULATIONS WATER METER•, k SIZE, l", H.GL ELEVATION, 5TATIC F!'<E55URE, REMOTE CONT!'tOL VAL VE "D-3 MAXIMUM DEMAND, FRE&eURE CALCULATION IJX)RK el-lEET, WATER METER BACKFLOW PREVENTION DEVICE, BASKET &TRAINER GATE VALYE, MAIN LINE FIFE, REMOTE CONfflOL VAL YE, LATERAL LINE FIFE, FITTING& (10% OF FIFE L055J ELEVATION DIFFERENTIAL, TOTAL 5YeTEM LOe5E5, REQUIRED I-IEAD FRESeURE, TOTAL 5YeTEM REQUIREMENTS, 5TATIC FRE55URE, RESIDUAL WATER PRESSURE, 2.80 11.6 /.0(1) (l)J?;(Z) 6>hS 230 2.10 2.10 e,23 3ehe I-IYDRAULIC ,-Al CU1 ATION& WATER METER •, 'E-I' &IZE, l" , H.uL l:LEVATION, eTATIC PRESSURE, REMOTE CONTROL VALVE 'E-I MAXIMUM DEMAND, Fl'<E&&URE CALCULATION WORK 51-!EET, WATER METER, BACKFLOW PREVENTION DEVICE, BASKET STRAINER GATE VALVE, MAIN LINE FIFE, REMOTE CONTI'Wl VAL YE, LATERAL LINE FIFE, FITTING& !10% OF FIFE L055J ELEVATION DIFFERENTIAL, TOTAL &Y&TEM L055E5, REQUIRED HEAD FRE55URE, TOT AL 5Y5TEM REQUIREMENTS, 5TATIC FRE55URE, RESIDUAL WATER FRE55Uf'tE, IZ" M1NIMUM "6QJIREO VEFrrlCAL eEP~TION.--------1 ,, FilECYCLED W4TER ~GATION 1'1,,:\JNLINE ll.lf'n.41N "SWS'i!MS-----t N01c, AU. IOECYC!.ED UIATEF< 1-TION PIFE ANO et..EEVE5 ~ SE P\.lfiF1..E ~ L •Ml FP 46 SF5CIFU5P IN~ 'STANDARC SFECIFICAT!ON& FOR F'Fi:IYA1E IRFli:l'GATION &Y&TEMS' •~ f!!ECL..AMATJON RA.ES .4ND ~Tk:IN$ FOR o::Ne'T'RLICTlaN CP FiECYCLE.o WATER MAIN&', OCT"Gll3ER lee& CD POTABLE MAIN LINE CROSSING S.IDSWALK-~ FOT,4,BLE EERvlCE LINE-----1 12• MfNIMUM -~0'-;:;;;;;..;: =~ LINE IN T'-E 5TJOEET ~_l fi5CYCLED WATEft IFIRIGATION MAINLINE UATI-IIN SLEEYE2j NOTE, ~lCAL. a..E.4RANCE OF 12n MJNNJM 16 H.A.NOATOR'r UA-EN ~ING PATH OF A POTABLE WA1'ER !..lNE. INSTALLATION a= R$CY'CU:P ltU.TER JFiRIGATION M.A.iNLJNf= 24• f=F;!Ct'I P:AC!: Q= &IOSll,6,L.K WILL FROVfDE TWE NECEJG 4Rf liZ" HORl:zot.n"AL CLEARANC= FRa-1' FOT.ASl.2.M.4lN LINE IN ST!¥,ET. (2) POTABLE SERVICE LINE CROSSING 1.40 II.I 1.00 050 S.13 225 2.!0 2.40 28.ee GENERAL IRRIGATION NOTES I. IT 15 THE RESPONSIBILITY OF Tl-IE IRRIGATION CONTRACTOR TO FAMILIARIZE 1-llMSELF WITI-I ALL GRADE DIFFERENCES, LOCATION OF WALL&, RETAINING WALL&, STRUCTURE& AND UTILITIES. Tl-IE IRRIGATION CONTRACTOI'< 51-lALL REPAIR OR fi<EFLACE ALL ITEMS DAMAGED BY 1-115 WORK AT NO EXPENSE TO Tl-IE OWNER I-IE &I-IALL COORDINATE 1-ll& WORK WITI-I OTHER CONTRACTOR$ FOR Tl-lE LOCATION AND INSTALLATION OF FIFE SLEEVES AND LATERAL J_INES T!-lROUGI-I WALL&, UNDER ROADWAYS, DRIVES, AND PAVING, ETC. 2. THI$ DESIGN 15 DIAGRAMMATIC. ALL FIFING, VALVE$, ETC., $!-!OWN WITl-!/N PAVED AREAS 15 FCR DESIGN CLARIFICATION ONLY AND Sl-!ALL BE INSTALLED IN FLANTl~IG AREAS WI-IEREVER F05516LE. THE CONTJ<tACTOR $HALL LOCATE ALL VALVES IN SI-IRUB Ai'<EA$ UNLE55 OTI-IERW15E DIRECTED 6Y Tl-IE OWNER'$ REPRESENTATIVE. 3. Tl-IE &FRINKLER &Y&TEM DESIGN 15 BASED ON Tl-lE MINIMUM OPERATING FRE55URE ANP Tl-lE MAXIMUM FLOW DEMAND $!-!OWN ON Tl-IE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. Tl-lE IRRIGATION CONT!'tACTOR $HALL VERIFY WATER FRE55URE PRIOR TO EACH CONSTRUCTION. REPORT ANY DR'ERENCE BETWEEN Tl-IE WATER PRESSURE INDICATED ON THE DRAWING$ AND Tl-IE ACTUAL PRESSURE READING AT Tl-IE IRRIGATION POINT OF CONNECTION TO THE OWNER'$ AUT!-!ORIZED REPRESENTATIVE. IN Tl-IE EvENT PRESSURE DIFFERENCE$ Al'<E NOT REPORTED PRIOR TO Tl-IE START OF CONSTRUCTION; Tl-IE IRRIGATION CONTRACTOR Sl-!ALL ASSUME FULL RESPONSIBILITY FCR ANY REVISION NECESSARY 4. DO NOT WILLFULLY INST ALL Tl-IE SPRINKLER 5Y&TEM A& 5!-!0WN ON THE DRAWINGS UJl-li':N IT 15 OBVIOUS IN THE FIELD THAT UNKNOWN 065TRUCTIONS, GRADE DIFFERENCE& OR DIFFERENCES IN Tl-IE AREA DIMENSION$ EXIST THAT MIGi-iT NOT HAVE BEEN CONSIDERED IN Tl-IE ENGINEERING, 5UCl-l 065TRUCTIONS OR DIFFERENCE& SHOULD IMMEDIATELY 6E BROUGl-!T TO Tl-IE ATTENTION OF Tl-IE OWNER'.& AUT!-!Ofli!IZED REPRESENTATIVE. IN Tl-IE EVENT Tl-1I5 NOTIFICATION 15 NOT PERFORMED, Tl-IE IRRIG.A TION CONTRACTOR $!-!ALL ASSUME FULL l'sl:5FON&IBILITY FOR ANY REVISION& NECESSARY. !;_ ALL SPRINKLER I-IEAD$ SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLE55 0Tl-lERWI5E SPECIFIED. b. Tl-IE IRRIGATION CONTl'tACTOR $HALL FLU&l-l AND ADJUST ALL SPRINKLER 1-!EAP& ANP VALVE& FOR OPTIMUM COVERAGE AND TO PREVENT OVER &FRAY ONTO WALK&, STREETS, WALL& .. ETC. Ti-1I5 51-!ALL INCLUDE U&E OF RAIN-BIRD FRE55URE COMPENSATING, SCREENS "FC&", SELECTING Tl-IE BE&T DEG.REE OF ARC TO FIT Tl-IE EXISTING SITE CONDITIONS AND TO Tl-lROTTLE Tl-IE FLOW CONTROL AT EACH REMOTE CONTROL VALVE TO OBTAIN Tl-IE OPTIMUM OPERATING PRESSURE FOR EACH &Y&TEM. 1. 120 VAC FOWER SOURCE FOR Tl-IE CONTROLLER 51-lALL BE PROVIDED UNDER Tl-IE ELECTRICAL SECTION OF Tl-IE 5FECIFICATION5. IT 51-!ALL BE Tl-IE RE&FON5ISILITY OF THE IRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE IJJITI-! Tl-IE GENERAL CONTRACTOR AND SHALL MAKE Tl-IE FINAL CONNECTION FORM Tl-IE ELECTRICAL SOURCE TO Tl-IE CONTROLLER 6. ALL FIFING AND CONTROL WIRES UNDER PAVING 51-1ALL BE INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE el-lALL BE A MINIMUM OF TWICE <2X> Tl-IE DJAMETER OF Tl-IE FIFE TO BE SLEEVED. CONTROL Wlf'tE SLEEVES e!-!ALL 6E OF SUFFICIENT SIZE FOR Tl-IE REQUIRED NUMBER OF Wll'<E5 UNDEl'< PAVING. IN ADDITION TO Tl-IE CONTROL WIRE SLEEVES 51-lOll.N ON Tl-IE DRAWINGS, Tl-IE IRRIGATION CONTRACTOl'i! SI-IALL 6E RE5FON5IBLE FOR Tl-IE INSTALLATION OF CONTROL WIRE SLEEVE& OF SUl'F!Cll:NT SIZE UNDER ALL PAVED AREA&. '3. FIFE 5/ZES 51-!ALL CONFORM TO TI-IOSE 5!-!0WN ON Tl-IE DRAWINGS NO SUBSTITUTIONS OF SMALLER FIFE 51-1ALL BE PERMITTED BUT 5Ue5TITUTION$ OF LARGER SIZE$ MAY.BE APPROVED. ALL DAMAGED AND REJECTED FIFE &HALL BE REMOVED FROM Tl-IE SITE AT Tl-IE TIME OF SAID REJECT10N. 10. FINAL LOCATION OF Tl-IE AUTOMATIC CONTROLLER LOCATION SHALL BE APPROVED BY Tl-IE OltNl:R'& AUT!-!ORIZEP REPRESENTATIVE. 11. ALL FOF-UF TYPE 5FRINKLER l-!EAD5 IN5TALLED IN 51-1RUB AND GROUND COVER AREA& SHALL 6E INSTALLED 50 Tl-!AT Tl-IE TOP OF Tl-IE 5FRINKLEI'< 1-!EAD 15 I-I~,CI-! 4.BOVE FINl5!-l GRADE. 12. ALL EQUIPMENT INSTALLED IN VALVE BO><E& 51-lALL 6E INSTALLED FER DETAIL DRAWING$ WIT!-!OUT CUTTING SIPE WALL& OF Tl-IE VALVE BOX. CUT VALVE BOXES WILL BE REPLACED WIT!-l NEW VALVE BOXES A& INSr'ECTED BY Tl-IE OWNERS AUTI-IORLZED REPRESENTATIVE AT Tl-IE CONTRACTOR'& Ou.N EXPENSE. 13. Tl-le CONTRACTOR &HALL RUN Tl-lREl: (3) SPARE WIRES AND ONE (I) COMMON WIRE FROM Tl-IE CONTROLLEl'i! TO EACH END Of Tl-IE MAIN LINE. 1-lE $HALL EXTEND Tl-IE GROUPING OF WIRE 10', MAKING A COIL TO FIT INSIDE A RECTANGULAR FULL BOX. LABEL T!-lE LID OF Tl-IE FULL 60X 'SW'. 14. ALL SPRINKLER EQUIPMENT NOT OTI-IERWl&E DETAILED OR SPECIFIED 51-!ALL 6E INSTALLED A& FER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. I!;. ADV. < ANTI DRAIN VAL VE> UNIT& AS 51-!0WN IN Tl-IE DETAIL DRAWINGS ARE FOR TYPICAL INSTALLATION ONLY, AND MAY NOT SE REQU-IREP ON ALL 1-!EADS. PRIOR TO INSTALLATION Tl-IE CONTRACTOR $HALL VERIFY WIT!-! Tl-IE ON &/TE GRADE& IF Tl-!ERE le AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN Tl-IE l-l!Gl-!EST 1-!EAD AND LOWEST 1-!EAD ON A SYSTEM, THE ADV. 51-!ALL BE INSTALLED FER DETAIL DRAWING. I~. Tl-IE CONTRACTOR Sl-!ALL ALLOW FOR A A$$0RTMENT OF VARIABLE ADJUSTABLE NOZZLE& (VAN) TO BE INSTALLED IN AREAS Wl-lERE STANDARD PATTERN NOZZLES ARE NOT APPLICABLE. 11. REFER TO &FECIFICATION& FOR ADDITIONAL DETAILED INFORMATION. IS. INSTALL FOF-UF !-!EADS WITl-!IN 10' OF ALL PEDESTRIAN U&ES. NOTE, "REFER TO CIVIL ENGINEER'S FLANS FOR ALL SLEEVING: LOCATIONS AND INFORMATION." IL-1 V.W.D. DWG. NO. ~4-PPROVED FOR PLltNTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~DBY, INSPECTOR~ _o . ~ CITY OF CARLSBAD ~ 1----+------+----------------+-----l-----+---+----1 ~l2i_J==4='...':::==E::N=:G::::l=NE=:E::R:=,l=N:'::G=D:=E':::P=A=,R=T=ME::N=T==:::..':~=':::6::::=::; DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) OWN BY: ~FS __ _ CHKD BY: -----. RV'w'D BY: r • PROJECT NO CT 99-03 DRAWING NO 397-2K V,WD. 02-004 !ENOS-PL 08 CD Q) @ @ @ @ G) @ CD 0 ® @ ® © FOP-UP ~y HEAD F1Nl614GRADE:: iEE lN LATERAL LINE PlFE 3 112" X r&" 5C!-L W PVC NIPPLE l/2" X 2" Sa-L W FVC Nlf='FLE 1/2" HIP X FlP 9ei ELL (2 REQU1R5D/ I-IARD5CAFE 2 POP-UP SHRUB SPRAY NEXT TO 1-lARDSCAPE 2 3 RECTANGULAR PLASTIC vALYE eox ® ~ m CU61C roor WITI--I STATl.:?N Ntt16ER: BRANDED ON LIP 314" CRJ$rl-l:O ROCK SUMP ELECTRIC REMOTE CONTROL VAL vE @ FVC ea-+ W Rl-&1:R, LENGrTH A& f.£QU~. T44E Rl5E'"1: 5!,,,,IA.LL FIN/514~ BE ONE NOMINAL FIFE SlZE L~ T14AN T-1-E SIZE OF Ti-IE VALVE. FVC LAT'l::RAL LINE ® PVC MALE ADAPTOR (TWO ~QUlfED) PVC SCl-1.. 4e 9iZ> DEGfo?EE t:LL ® FYC MAIN LINE FIFE REMOTE CONTROL VALVE WITl-l PRESSURE REGULATING FEATUl'<E CD lit>"~ VALvE BOX G) FYC $04. W NlFFLE W!TH LOCKING, SOLT LID Q) FINI~ C--'RADi: ® 3-CU. l=T, CRLl&I-ED ~ 5\JMF @ QUICK COUPLING: VAL VE ® 'tf4READED NIPPLE &cl-t 00 @) ~~ SUFF'LY LINE (@ SCH~ GALV. 36" 5TAK!: WITI-1-C:2J ~ TIES @ PYC &TRl:ET l:LL Cl REQU!RED) SCHW @ PVC iEE. QUICK COUPLING VALVE 2 i ::::::~::,}!er; :f ~" ·~· @ @ @ @ e" DIA CL 1612> F\IC SLSEvE . eoTTOM TO SE i=LAR&D ..o.ND CONTACT TOF Of Fl-&"55!J!;eE SUPPLY L!NE eAL..L VALYE Wln-1 ROUND HANDLE 5!.lr' X M!F'T S04. -4€> PYC ADAPTOR (2 ~lfi?ED PVC F'!cSSLIRE 51.JF'PL Y LINE 1 OJ. Fr. MIN.~~ 6,AcKFlLL ISOLATION VALVE 2 1/2" AND SMALLER fl\ !i£DUCED F'F£SSURE PRINCIPLE \V 6AC;.3=L0UJ ~ ® ~ WATER &OURCE 0 WYE STRAINER ®""""55Ri5ER @F1Nl5>-1""1APE ® TI4FiaEADED SY $LIP COUPLING, A PVC PRE55URE 5UF'FL Y LINE, V SEE :&F£CIFICATION& ® TREN.~ DEF'Tl-1, R!=l=ER TO $FECIFICATIONS @ 6RA55 UNION JC;::._ ONE CUBIC FOOT ~ CONa;.:ETE STABILIZER NOTE, INST.ALL 6Aet=J=LOW PER CMWD 5TD. DIJ..G.. -.JJ~21Z' BACKFLOW PREVENTER 'fl<F' TYPE (314" -2"J 2 ~,ANOOLAR FLA$TlC VALVE BOX FfiiES6URE SUPPLY LINE FROM 00\JRCE MALE ADAFTC'R. (2 REQUIRED) @ G) PVC PIPE TO MA.5T£R VALVE 314" CRIJ&l-+5D ROCK. 5UMF <ONE Cl.JBIC FOOT) NOiE, EQUIFMENT 51-!ALL HAV;:; A MINIMUM OF 4" CLEARANCE~ T-1-e SOTTOM OF Tl-E VALVE eox LID. BASKET STRAINER CD 0 ® @ ® F?ECTANGULAR FLA6TIC VALVE SOX ELECTRIC ~OlE CONTROL VAL VE FIN1€>1-4~ Ffil:E;l5Uf?.E SUFFL Y LlNf: PVC HAU:. ADAPTiiR (2 REGUJREP J 2 F'VC PRE55URE 5UFFL Y LINE T06A5KET5TRAINER 3/4" C-Fa.J51-ED ROCK :SUMP (ONE CUBJC FOOTJ NOlE, VALVE 5l4ALL \.!AVE A MINIMUM OF 4" CLEARANCE f'ROM THE SOTTOM OF Tl-IE VALVE SOX LID, AND 2" MJNIMJM CLEARANCE ~ Tl-e eoTTOM OF VALVE. AND TOP OF GRAVEL -SUMP. MASTER VALVE NOl'<MALL '( OF'EN CD FfNl$-I C:l:RADE 0 F=ECT ANGd.lLAR VAL VE SOX 8" PIA CL lbel PVC &LttVE 7 5X PlF'JE DIA. M DOUk4&TREAM ® PVC F'RE:e6UFae SUPPLY LINE G) 3/4" ELSC1RIC.AL CONDUlT ElELDle!N ""'80 c:AeLE FROM ® BOTTOM TO 6E r'L.Ai-!EO .4ND CONT ACT ® SENSOR LEADS TO DATA DECODER. TOP OF FFES6URE &UFFL Y LIN!: @ FLOW SEN50R, fi?EFE~ TO FLANS FOR. HODEL NUHeER. AND SIZE ® PVC ~UCING COUFLSR (2 ~QUn.e&D) (_µ) FLOW SENSOR NOTE: i=OFs: CONDUIT LOCATJON5, RS9iR TO CONCRETE CON,TROLLER SA$£ DEiAIL DMWING.. CE REFER TO PLAN$ M?R LOCATION ® 3/4" a.RAVEL SUMF 1 CU. FT. @ CONDUIT SUSI-UNG CONSTROLLER AS&MeL Y IN &TAINLE&S 511:EL ENCL~ REFER TO CONCRETE:: CON'TROLJ...Efilt eASE Dirr AJL ANl~GRAD!: 12JZ> VOLT WIRE INSIDE ~/4H CONDUIT AND SIJJEE'F E:LLS 3" DIA CONDUIT AND 5UeEF Ell.e FOR~LWIRES 3/4n GIROUNDJNG WIRE CONDUIT AND $u,&p ELL& A.£>< C..AaLS AS FART OF T4-IE CONTROl...LSe A56EHBL. Y RECT~R Jl.NCTla,.[ SOX WITH ON/ClFF SWITCI-I PEA GRAVEL W~ Tai:MfNAL el..OCK UJAiER o::::iN5ERY"ATION 5Y5TEM5 (w:;e.J t=:AlN GUARD INSIDE A VANDAL RSSl&T .ANT ENCLOSI.JFiE: -@ 6 CD CONTROLLER ASSEMBLY ~AN VIEW TO SCALE ..... . . . • •• SECTION NOT 1'0 SCALE t :,.. .. -.·· . . r.-, 2" MINIMUM IN TU\Ol' A10EA5 'CY fb" MINlMUM IN :SI-RJ6 AiEM ta>. fb" f:ROM TOP OF CONCRETE 'B' CONTI'>ACTOR SHALL TRIM TO ~-AT15 J...1':NGTM AT FINAL AS51a'1ei. Y. MINIMUM LENGrTH =44ALL .161:: 2n ~ TOP OF FINt&!-1 SUfil:FACE.. @ 12" MINIMUM 18" MAXtHUM. @&"DEEF .S" [rl_,'+· • .-. ,.... ;,====~· •.· -·. ~· : .. ,.:,.,··; .. :.-~·· ,.:·. A C CD ~ A LATERAL LINE \::/ (IN PYC &CM ~ 51..EEvEJ r,;\ CONTROL WIRES \::,) (IN FVC SC!-1 8" SLEcV:) © CLEAN SAND eA,C,t::FllL PRES6URE SUFPL Y LINE (IN FVC -5Cl4 W 5LEEYE) FIN.lSI-: SLJR!=ACE 0) CONCRETE CONTROLLER BASE (SINGLE INSTALLATION TRENCHING UNDER VEHICLE PAVING K CD FINl5"<>RAOE @ A\ RECT ~ VAL VE SOX \bl ~ TO et=ECIFICATIONS ® SPARE WIRE LAeS.. '4" CON~L AND/OR COMMON WIRE, \'::!I ~ TO SFeCIFfCATIONS PEA CiRAvEL BACKJ=ILL ( ONE cuetc FOOT MlNJHtJH) SPARE WIRE BOX (]) FlN1$HGRADE ® LATERAL LINE CONTROL uJIR':eS ® r'fo?E~ SUPPLY LINE CLEAN eACi<FILL '6' 5.Al',ID 6EDDINS, (R:EF=R TO SPE:CIFlCATION$) \!::) (~ TO &F'Ecll=ICATION.5J IN&TAU. ALL CONTROL Wl'F<:£ oN THE UND:RSIDE d= 11-IE F'R.c$$URE SUPPLY J...lNE.. TRENCl-+ING FOR IRRJG. CONTROL • COMMON WIRE ( ONE 51-lOWNJ IN LANDSCAPE A!'<EAS APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ID-1 V\IV.D DWG. NO. 11 AS BUILT'' ?f:,<__;'/1;e, ?;I ~9/41, TITLE ,t::ff?;:/£Jf=:!tr-DATE I INSPECTOR l-----+------+-------------1------l------lc----l----1 [sHrn75 CITY OF CARLS BAD I SH3E6ETS I ~ ENGINEERING DEPARTMENT :===:":::=========='....::==='. IMPROVEMENT PLANS FOR: POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION APPROVED Qy /4'.t :( C < ~ /,&/~ ,e'a,/t_ ;;i./,,ij,e:,3 CITY ENGINffR ~ ' DATE ------------1---+---+----+-----I ~o==w==N=;B;:Y=:=;;~fS~==--=-=_=_=:-;::=====P=R=O=J=E=C=T==N=o=====,;--_=D-=R-=A-=V-=,-l=N-=G-=-=N-=0.:::. DATE INlTIAL DATE INITIAL g~~D 8{y CT 99-03 397-2K OTHER APPROVAL CITY APPROVAL V. W.D. 02-004 t:ENOS-PL ost IRRIGATION SPECIFICATIONS PART 1 -GENERAL CONDITIONS 7. 7 Description: A. Work Included: Provide all labor, materials, transportation, and services necessary to furnish and install irrigation systems as shown on the drawings and described herein. 7 .2 Quality Assurance: A Manufacturers Directions: Manufacturers directions and detailed drawings shall be followed in all coses where the manufacturers of articles used in this contract furnish directions covering points not shown in the drawings and specifications. B. Ordinances and Regulations: All local, municipal and state lows, and rules and regulations governing or relating to any portion of this work ore hereby incorporated into and made a part of these specifications and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. C. Explanation of Drawings: J. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may be required. The Contractor shall carefully investigate the strudural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings ore generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architedural features. 2. The word Landscape Architect as used herein shall refer to the Owners authorized representative. 3. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. 4. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in the irrigation design. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event this notification is not performed, the irrigation contrador shall assume full responsibility for any revisions necessary. 1.3 Submittals: A. Material List: 7. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the drawings and specifications. No substitution will be allowed without prior written approval by the Landscape Architect. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the monufadurer, model number, and description of all materials and equipment to be used. Copies of catalog information shall not be substituted for the materials list, and will be rejected as unacceptable. 3. Equipment or materials installed or furnished without prior approval of the Landscape Architect may be re;ected and the Contractor required to remove such materials from the site at his own expense. 4. Approval of any item, alternate, or substitute indicated only that the product apparently the requirements of the drawings and specifications on the basis of the information or samples submitted. 5. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Record Drawings: 1 . The Contractor shall provide and keep up to date a complete "record" set of blue line ozalid prints which shall be corrected daily and show every change from the original drawings and specifications and the exact locations, sizes, and kinds of equipment. These drawings shall also serve as work progress sheets and shall be the basis for measurement and payment for work completed. This set of drawings shall be kept on the site and shall be used only as a record set. 2. The Contractor shall make neat and legible annotations thereon doily as the work proceeds, showing the work as actually installed. These drawings shall be available at all times for inspection and shall be kept in a location designated by the Landscape Architect. 3. Before the date of the final inspection, the Controdor shall transfer all information from the record prints to a sepia mylar or mylar procured from the Landscape Architect. All work shall be neat, drawn in waterproof ink by a technical ink pen designed specifically for use on mylar material. Work completed in felt tip pen or ball point pen will be rejected because of the non-permanent nature of both devices. All work shall be sub;ect to approval by the Landscape Architect. 4. The Contractor shall dimension from two permanent points of reference the location of the following items: o. Connection to existing water lines b. Connections to existing electrical power c. Gate valves d. Routing of pressure main line pipe e. Sprinkler control valves f. Routing of control and common wire g. Quick coupling valves h. Other related equipment as directed by the Landscape Architect. 5. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed my/ors to the Landscape Architect. Delivery of the my/ors will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the prints he compiled at the site. C. Controller Charts: 1 . Record drawings shall be approved by the Landsca.pe Architect before controller charts are prepared. 2. Provide one controller chart for each controller supplied. 3. The chart shall show the area controlled by each automatic controller and shall be sized as designated by each automatic controller or as designated by the Owners authorized representative. 4. The chart is to be a reduced drawing of the actual record drawings. However, in the event the controller sequence is not legible when the drawing is reduced, it shall be readable when the controller chart is completed. 5. The chart shall be a blackline or blueline ozalid print and a different color shall be used to indicate the area of coverage for each control valve station. 6. When completed and approved, the chart shall be s~aled by a plastic laminating process. The plastic laminating sheets shall be a minimum of 10 mil. thickness each. D. Operation and Maintenance 1. Prepare and deliver to the Landscape Architect within ten calendar days prior to completion of construdion, two hard cover binders with three rings each containing the following information: a. Index sheets stating Contractors address and telephone number, list of equipment with names and addresses of local manufacturers representatives. b. Catalog and ports sheets on every material and equipment installed under this contract. c. Guarantee statement (Section 1.05). d.· Complete operating and maintenance instructions on all ma;or pieces of equipment. 2. In addition to the above mentioned maintenance manual, provide the Owner's maintenance personnel with instructions for ma;or equipment and show evidence in writing to the Landscape Architect at the conclusion of the pro;ect that this service has been rendered. E. Equipment to be Furnished: 1 . Supply as part of this contract the foliowing tools: a. Two sets of special tools required for removing, disassembling, and ad;usting each type of sprinkler and valve installed under this contract. b. Two five-foot valve keys for operation of gate valves (as required). c. Two keys for each automatic controller or enclosure. d. Six quick coupler keys and matching hose swivels for each type of quick coupling valve installed. 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the pro;ect. Before final inspection can occur, evidence that the Owner has received material must be shown to the Landscape Architect. 1.4 Product Protection, Storage, and Handling: A. Handling of PVC Pipe and Fittings: The Contrador is cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to sub;ect it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded, and if installed, shall be replaced with new piping. 1.5 Analysis of samples and tests: None. 1.6 Guarantee: A The guarantee for the sprinkler irrigation system shall be made in accordance with the attached form. The general conditions and supplementary conditions of these specifications shall be filed with the Owner or his representative prior to acceptance of the irrigation system. B. A copy of the gua~antee form shall be included in the operations and maintenance manual (Section 1.03, D). C. The guarantee form shall be re-typed onto the Contrador's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler system we hove furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications. We agree to repair or replace any defects in material or workmanship which may develop during the period of one year from the date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. In the event of our failure to make such repairs or replacements within a reasonable time ofter receipt of written notice from the Owner, we authorize the Owner to proceed to hove said repairs or replacements made at our expense and we wNI pay the costs and charges therefore upon demand. (The above statement is to be followed by the pro;ect name, location, signature, address, and telephone number of Irrigation Contractor, in addition to the dote of acceptance). PART 2 -MATERIALS 2.1 General: Use only new materials of brands and types noted on the drawings, specified herein, or approved equals. A PVC pressure Main Line Pipe and Fittings: 1. Pressure main line piping for sizes 2-inches and larger shall be PVC Closs 315. 2. Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin as specification D1784. All pipe must meet requirements set forth in Federal Specification PS-22-70 (Solvent Weld Pipe) with an appropriate standard dimension (5.D.R.) 3. Pressure main line piping for sizes 7 and 1 /2 inch and smaller shall be PVC Schedule 40 with solvent welded ioints. 4. Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to ASTM resin specification D 1785. All pipe must meet requirements as set forth in Federal Specification PS-21-70 (Solvent- Weld Pipe). 5. PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of the type and installation methods prescribed by the manufacturer. 7. All PVC pipe must bear the following markings: a. Manufacturer's name 'b. Nominal pipe size ;c. Schedule or doss d. Pressure rating in PSI ,e. NSF (National Sanitation Foundation) approval f. Dote of extrusion 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable /.P.5. schedule and NSF seal of approval. B. PVC Non-Pressure Lateral Line Piping: 1. Non-pressure buried lateral line piping shall be PVC class 200 with solvent-weld ioints. 2. Pipe shall be made from NSF approved; Type 1, Grade II, PVC compound conforming to ASTM resin specification D 1784. All pipe must meet requirements set forth in Federal Specifications PS-22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraphs 1 of 2 of Section 2.01 C, all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent- weld pressure main line pipe and fittings as set forth in Section 2.01 B of these specifications. C. Brass Pipe and Fittings: 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal Specification WW-P-351. 2. Fittings shall be red brass conforming to Federal WW-P-460. D. Galvanized Pipe Fittings: 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fiffings shall be medium galvanized screwed beaded malleable iron. Galvanized couplings may be merchant coupling. 3. All galvanized pipe and fittings installed below grade sha/1:be painted with two coats of Koppers 50 Bitumastic. E. Gate Valve: 1. Gate valves 3-inches and smaller shall be 125-lb. SWP bonnet, non-rising stem and solid wedge disc, have brornz:e wheel handle threaded ends, and be equipped with bronze gate valve with screw-in. 2. Gate valves 3-inches and smaller shall be similar to those manufadured by Nibco or approved equal. 3. All gate valves shall be installed per installation detail. F. Quick Coupling Valves: Quick coupling valves shall hove o brass two-piece body designed for working pressure of 150 PSI operable with quick coupler key. Key size and type shall be as shown on plans. G. Bockflow Preventer Unit: J • Backflow prevention units shall be of size and type indicated on the irrigation drawings. lnstalf the backflow prevention units in accordance with the irrigation construction details. 2. Wye strainers at backflow prevention units shall hove a bronzed screwed body with 100 mesh monel screen and shall be similar to Bailey 1 00A or approved equal. H. Check Valves: 1. Swing check valves 2-inches and smaller shall be 200 lbs. WOG bronze bronze construction and replaceable composition, neoprene or rubber disc, and shall meet or exceed Federal Specification WW0V-51 D, Class A, Type IV. 2. Anti-drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel with Buna-N seals. Valve shall be field adiustable against drowout from 3 to 40 feet of head. Anti-drain valve shall be similar to the King Bros. "CV' series or approved equal. I. Control Wiring: 1. Connections between the automatic controllers and the electric control valves shall be mode with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shoring the some automatic controller shall be the some color. Common wire shall be white in color with a stripe to match the pilot wires with which it is circuited on the same controller. Provide different colors for each controller installed on the same pro;ect. Install wire in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than #14. 2. Wiring shall occupy the same trench and shall be installed along the some route. as pressure supply or lateral lines wherever possible. 3. Where more than one wire is placed in o trench, the wiring shall be taped together at intervals of ten feet. 4. An expansion curl shall be provided at each wire connection. Expansion curl shall be of sufficient Ieng.th at each splice connection at each electric control valve so that in case of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. 5. All splices shall be made with Roinbird ST-03UL Snop-Tite wire connector with PT /55 sealer or approved equal. Use one wire connedor per wire splice. 6. Field splices between the automatic controller and electric control valves will not be permitted without prior approval of the Landscape Archited. J. Automatic Controller: 1. Automatic controller shall be of size and type shown on the drawings. 2. Final location of automatic controller shall be approved by the Owner's authorized representative prior to installation. 3. Unless otherwise noted on the plans, the J 20-volt electrical power to the automatic controller location shall be furnished by others. The final hook-up of the automatic controller to the 120-volt power source shall be the responsibility of the irrigation contractor. K. Electric Control Valves: 1. Electric control valves shall be of the size and type shown on the drawings. 2. Unless otherwise noted on plan or construdion details, all electric control valves shall have a manual flow adjustment. 3. Provide and install one control valve box for each electric control valve. 3. Coordinate installation of sprinkler irrigation materials, including pipe so there shall be no interference with utilities or other construdion or difficulty in planting trees, shrubs, and groundcovers. 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed before starting work on the sprinkler irrigation system. IS-1 VWD 8WG N'J. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS BUILT" fl/ti. 7~ Ri;),,'-)E\./ED BY: Lll/4'~~::1~R~@~.o~~.q~... 07~ INSPECTOR DA Te ~ CITY OF CARLSBAD I SHEETS I l-----ll----+-----------------l-----1----1----1-----I ~ ENGINEERING DEPARTMENT 36 ::===-==============~==::::::: IMPROVEMENT PLANS FOR: POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) APPROVED PY /4 e:: e,ar;,;:? w~4s rc,A. :z 1✓2:-/,:;3 CITY ENG!Ntt':R 7 ,· DATE 1--~DA~T~E --+-1-Nl=TI-AL-+-----------------1-----1----1----1-----I ::;o=w=N==B=Y:~fM:::::.=:::RS~N:;::::=;--;===P=R=o=JE=c=T=N=o=.==-;::._D=-R=-A=-,=v-, N=.-G=-=N-=0.='.. DATE INITIAL DATE INITIAL CHKD BY: ~ CT99 03 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\./D BY: r= ..... · -397-2K V.W.D. 02-004 LENOS-P 081 3.2 Preparation: A. Physical Layout: 1. Prior to installation, the Contrador shall stoke out all pressure supply lines, routing, and location of sprinkler heads. 2. All layout shall be approved by Landscape Archited prior to installation. B. Water Supply: 1. Sprinkler irrigation system shall be conneded to water supply points of connedion as shown on drawings. 2. Connedions shall be made at approximate locations as shown on the drawings. Contractor is responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1. Electrical connedions for automatic controller shall be mode to eledrica/ points of connedion as shown on the drawings. 2. Connedions shall be made at approximate locations as shown on the drawings. Contrador is responsible for minor changes caused by adual site conditions. 3. 3 Installation: A. Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to even grade. Trenching excavation shall follow layout indicated on the drawings and as noted. 2. Provide for a minimum cover of 18-inches for all pressure supply lines. 3. Provide for a minimum cover of 12-inches for all non-pressure lines. 4. Provide for a minimum cover of 18-inches for all control wiring. B. Backli/Jing: 1. The trenches shall not be backlilJed until all required tests are performed. Trenches shall be carefully backlilled with the excavated materials approved for backlilling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Back/ii/ shall be mechanically compaded in landscaped areas to a dry density equal to ad;acent undisturbed soil in planting areas. Back/ill will conform to adjacent grades without dips, sunken areas, humps, or other surface irregularities. 2. A fine granular material back/ill will be initially placed on all lines. No foreign matter larger than 1 /2-inch in size will be permitted in the initial back/ill. 3. Flooding of trenches will be permitted only with approval of the Landscape Archited. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn, or planting, or other construdion as necessary, the Contractor shall make all required adjustments without cost to the Owner. C. Trenching and Back/ill Under Paving: ) . Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backli/led with sand (a layer six-inches below the pipe and 3-inches above the pipe), and compacted in layers to 95% compadion, using manual or mechanical tamping devices. Trenches for piping shall be compaded to equal the compadion of the existing ad;acent undisturbed soil and shall be left in a firm unyielding condition. The sprinkler Irrigation Contrador shall set in place, cap, and pressure test all piping under paving prior to the paving work. 2. Generally, piping under existing walks is done by jacking, boring, or hydraulic driving, but where any cuffing or breaking of sidewalks and/or concrete is necessary it shall be done and replaced by the Contractor as part of the contract cost. Permission to cut or break sidewalks and/or concrete shol/ be obtained from the Landscape Architect. No hydraulic driving will be permitted under new concrete paving. D. Assemblies: 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform with the details per plans. 2. Install no multiple assemblies on plastic lines. P,-ovide each assembly with its own outlet. 3. Install all assemblies specified herein in accordance with respedive detail. In absence of detail drawings or specifications pertaining to specific items required to complete work, perform such work in accordance with the best standard practice with prior approval of the Landscape Archited. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust, and moisture before installation. Installation and solvent-weld methods shall be as recommended by the pipe and fitting manufadurer. 5. On PVC to metal connections, the Contrador shall work the metal connedions first. Teflon tape, or approved equal, shall be used on all threaded PVC to PVC, and on all threaded PVCto metal joints. Light wrench pressure is all that is required. Where threaded PVC connedions are required, use threaded PVC adapters into which the pipe may be welded. E. Line Clearance: All lines shall have a minimum clearance of 6 inches from each other and from lines of other trades. Parallel lines shall not be installed directly over one another. F. Automatic Contro./Jer: Install per manufacturer's instrudions. Remote control valves shall be connected to controller in numerical sequence as shown on the drawings. G. High Vo/ta.ge Wiring for Automatic Controller: 1 . 120-volt power connedion to the automatic controller shall be provided by the Irrigation Contractor. 2. All eledrical work shall conform to local codes, ordinances, and union authorities having jurisdiction. H. Remote Control Valves: Install where shown on the drawings and per detail. When grouped together, allow at least 12 inches between valve boxes. Install each remote control va.lve in a separate valve box. I. Flushing of System: 1 . After all new sprinkler pipe lines and risers are in place and conneded, all necessary diversion work has been completed, and prior to installa.tion of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system. 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfadion of the Landscape Architect. J. Sprinkler Heads: 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this work shall be equivalent in all respects to those itemized in the irrigation equipment legend. 2. Spacing of sprinkler heads shall not exceed the maximum as indicated on the drawings. In no case shall the spacing exceed the maximum recommended by the monufadurer. 3.4 Temporary Repairs: The Owner reseNes the right to make temporary repairs to keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.5 Existing Trees: Where it is necessary to excavate ad;acent to existing trees, the Contractor sha/1 use all possible care to avoid injury to trees and tree roots. Excavation in areas where 2-inch and larger roots occur shall be done by hand. All roots 2-inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Roots 1/2 inch and larger in diameter shall be painted with two coats of tree sea/, or equal. Trenches adjacent to trees should be closed within 24 hours, and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 3.6 Field Quality Control: A. Adjustment of the System: 1. The Contrador shall flush and adjust alt sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. . 2. If it is determined that adjustments in the irrigation equipment will provide proper and more adequate coverage, the Contractor may also include changes in nozzle sizes and degrees of arc as required. 3. Lowering raised sprinkler heads by the Contrad shall be accomplished within ten days after notification by Owner or Landscape Archited. 4. All sprinkler heads shall be set perpendicular to finished grade unless otherwise designated on the pion or as required for proper coverage (slopes, etc.). B. Testing of Irrigation System: 1. The Contractor shall request the presence of the Landscape Archited in writing at least 48 hours in advance of any testing. 2. Test all pressure lines under hydrostatic pressure of 150 PSI and prove watertight. Note: Testing of pressure main line piping shall occur prior to installation of electric control valves or quick coupling valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 psi and proved watertight, prior to paving. 4. Sustain pressure in tested lines for not less than two hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence of the Landscape Archited. No pipe shall be backli/Jed until it has been obseNed, tested, and approved in writing. 6. Contrador shall furnish force pump & all other test equipment necessary. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Landscape Architect to determine if the water coverage for planting areas is complete and adequate. Furnish ail materials and perform all work required to correct any inadequacies of coverage due to the deviation from plans, or where the system has been willfully installed as indicated on the when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accomplished before any g.roundcover is planted. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet site requirements. 3.7 Maintenance: A. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven days prior to any planting and for 90 days after inspedion to begin maintenance period. B. The Landscape Archited reserves the right to waive or shorten the operation period. 3.8 Clean-up: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site. All walks and paving shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. 3. 9 Final ObseNotion Prior to Acceptance: A. The Contrador shall operate each system in its entirety for the Landscape Architect ,:it the time of final not acceptable by the qualified obseNer sha/J be reworked to the inspection. Any items deemed ecomplete satisfaction of the Landscape Archited. B. The Contractor shall show evidence to the Landscape Architect that the Owner has received all accessories, charts, record drawings and equipment as required before final obseNafion can occur. 3. 10 ObseNation Schedule: A Contractor shall be responsible for notifying the Landscape Archited in advance for the following observations according to the time indicated: Pre-job conference -7 days. 1. Pressure supply line installation and testing - 2. 48 hours. Automatic controller installation -48 hours. 3. Control wire installation -48 hours. 4. Lateral line and sprinkler installation - 5. 48 hours. 6. Coverage test -48 hours. 7. Observation to begin maintenance period - 7 days. 8. Final Observation -7 days. B. When obseNations have been conducted by other than the Landscape Architect, show evidence of when & by whom these observations were made. C. No obseNation wi/J commence without record drawings. In the event the Contrador calls for an obseNation without record drawings, without completing previously noted corredions, or without preparing the system for obseNation, he shall be responsible for reimbursing the Landscape Architect at the rate per hour (portal to portal) plus transportation costs, for the inconvenience. No further observations will be scheduled until this charge has been paid. END IS-2 V. W.O. DWG. NO. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11 AS BUIL T 11 ~tJlt©/ ,lf/t1(, TJT~rF/..lr I DA TE 7 !EwED BY: I __. R. C) INSPECTOR f-----+----+----------------1---l-----l----4------.I ~I =7=-1 ==c=rT=EN=~-=]N=E~=r=IN=G=~=t=pr=R==~M=~=~=I A=D=-'=I =6~1 IMPROVEMENT PlANS FOR: POINSEITIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) APPROVED 6 Y- A .,. ~ ~ ~ r-.oA ;;z./;:,.J,.. ~ cfITTN~(f 1DA tE l-----cc-0AccTcc-E+lccNlccTl-:-:AL-t------------------l------+---+---+--~~0::W=N=::::B::Y:::::~FM::::,~RS~N=:::,;-;:::==P=R=O=JE=C=T=N=O=.===-=O=R=A=V=VIN=G::::::::N=O::::. DATE INITIAL DATE INITIAL -~ CRHV~~D 8B:Y: .. ....: =::,zjj_ CT99-03 397-2K OTHER APPROVAL CITY APPROVAL w ENGINEER OF WORK REVISION DESCRIPTION V. W.D. 02-004 LEN05-A .... \ \ --f ' ' D. G\ Trail; Refer to Civil Eng~eer's Plans ' \ ------ ' \ ' \ • '-· !.■ ■ ■ ■ ■ ■ ■ ■ , • ■ • ■ / ■ ·1 ■ ■ f I) I I I I I I Y I I I .! ! I I I , I I I I I I I ! X I :-1-1u"'t I I I I Ii l • • • I • • • I ' ! I I I I I I/ I i I I I ,. I ![ ' • • • • • --/ I I I I I I I e • / • • • t I/ I I i i I I i I --------------·-·-·-·--- 7 40 __ -_ =====--=-~~-·===1-,.==-=== _ -=--------_ ----------_ 15 O · !. ------- ' ·--· .. -----------------.. ---~ 13 0 ------------~-: :---~--~==~\~--/r-';_i------__ -_--=-===--14 0 ---=====------_-====-:::=-=------------·-------------------i! ---- ' ._tc_ •:==--=-----=--= ___ -_= ___ =_= ______ = ____ =_= ___ -. __ -________ ---=-:. ___ :_~--,_ __ , __ '-______ -______ -____ --_ ------~·-_--__ --___ -:---------------_-_ --------_ ----~~--------=-----· -----' ;;_> 1 3 o ~--=--·---===-----_ -\. .1 ---------___ _ ____ ---==-----=-~-~7-=4~0:_____ _____ =-----====~=====--=-:.:::=~=-__ I_,,_~=-=-:::-_ -___ ::: ____ =_: __ = __--_ : --·---~----____ ___ _ __ -_______ _·-:_ _ --------~=~·-::::-_· -· -----------------------· --· -----.. ~~txi~S~:~::··-----------------·-----·---:.::_ -----.... ____ -----------------~-___ ~ ----__ _ CONSTRUCTION SCHEDULE: I KEY I OESCRJPTION I SPECIFICATION· I MANU./SIJPPIJER 7.0 Hardsoope 7.1 Median Concrete Paving Color, Dari< gray Bomanite (fypical for all sheets) Anish: Bomonite Riverstone pattern or equal Legend ~ Construction Callout Notes: l . Bomanffe to be insio/led by an authorized Bomanite Contrac;tor_ 2. Contrador to refer to Soils Report for all concrete and sub-base thicknesses. 3. Place exponsfon joints between building and ad;acent paving; curb and adiacent paving; and wall and ad;acent paving. PLANTING LEGEND Symbol TREES T-1 Symbol SHRUBS ® 0 Botanical Name Melaleuca quinquenervio Botanical Name Strelitzia reginae T rochelospermum jasminoides Common Name Brood-leafed Paperbark Common Name Bird of Paradise Star Jasmine Size & Comments 24" box std. Size & Comments 5 gal @ 48" o.c. 5 gal@ 48" o.c. Notes: -Plant quantities shown on plan are approximate, and induded for contradors convenience and reference only. Contrador is responsib/€ to provide all plant material required to conform to specified plant spacing. G--lndicates Tree Type Indicates Tree Quantity--EI3--lndicates Tree Size Bark Mulch: The contrador is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Ji.rchited and City Inspector approval prior to installation. Available from: Recycled Wood Produds (714) 841-6989. -Root Barriers: The Contrador is to provide root barriers for all trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of l O' from the center of the fr€e in both diredions. -Arbor Guards: Install 'Deep Roof' arbor guards to all trees planted in turf areas installed per manufadurer recommendations. -Soil Preparation Refer to planting specifications for so# preparation notes. -Hedera Helix Hahnii: Hohns Ivy in flats@ 8" o.c. to occur under oil shrubs. KEYMAP N. T.S. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 10 20 40 S01J..E: 711=201 V. W.D. DWG. NO_ 11 AS BUILT" ~~ ~,11/,'1 TITLE+~~==-~~~~,.__,___ DATE INSPECTOR fsHml8 CITY OF CARLSBAD 1-----+----+----------------+----l------+---+-----I LJLJ ENGINEC:RING DEPARTMENT t----+----+-----~----------+----1------+---+-----I SHEETS 36 DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) D VIN 8 Y f.MJ!St,L CH KD BY: ---"s;s,<::"'"-l-J--. RV\JD BY• PROJECT t'-.!O. CT99-03 DRA\A/iNG NO 397-2K V.W.D. 02-004 l£N05-A ·.os: -t - • I I I I I 150 PLANTING LEGEND Symbol TREES T-1 Symbol SHRUBS @ 0 Botanical Name Melaleuca quinquenervia Botanical Name Stre/itzia reginae Trachelospermum jasminoides I -- -·~"'" "\ ·_._i.·; I I I I _J_ Common Name Broad-leafed Paperbark Common Name Bird of Paradise Star Jasmine \ -l11te ' ; e er to_(Jvj}£ngmeeelsP/an~1cii'Ji-g?io_n.Comr-eJ---~~~-j--_-_· · __ -~-~---~-·--.~.--~ mt,n,n.sc,,~.~-':' ~.rec•~•,-~~ 1 6 o .---·····--··-···------- _._..•-. ---·-· -------------------... -. .,. --------~------ ~ 'if§. --····---- .,......-·· Size & Comments 24" box std. Size & Comments 5 gal@ 48" o.c. 5 gal@ 48" o.c. --i..,. + + + + + + + + + + + + + + + + '--t l +~□~□□□□~µ□□□□~~~7 + □ 0 □ □ □ □ □ □ □ □ □ □ □ □ □ □ + + + + + + + + + + + + + + +Y+ + + + I D.G. Trail; Refer to Civil Engineer's Plan T-1 9 24 ... "' I + + + + + + + + + + + + + + + + + +i ::------~=--,,=-s-• . ---··--·---- Notes: Plant quantities shown on plan are approximate, and included for contradors convenience and reference only. Contrador is responsible to provide all plant moterial required to conform to specified plant spacing. ~Indicates Tree Type Indicates Tree Quantily----EE----lndicates Tree Size Barie Mulch: The contrador is to provide 3" deep medium grind redwood chips in aJ/ shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Archited and City Inspector approval prior to insta!lation. Available from: Recycled Wood Produds (714) 841-6989. Root Ba"iers: The Contrador is to provide root barriers for aJ/ trees planted within 5'-0" of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 1 O' from the center of the tree in both diredions. Arbor Guards: Install 'Deep Root" arbor guards to all trees planted in turf areas installed per manufadurer recommendations. Soil Preparation Refer to planting specifications for soi/ preparation notes. Hedera Helix Hahnii: Hahns Ivy in flats @ 811 o.c. to occur under all shrubs. 170 -----·-···· - ----·· .--------------- "" ,., 170 KEYMAP N.T.S. 77 , S ~~W7¼l¥i1 ~ ' t frri;f 0 .4--l_Afp,,,.ri-r -----------~ \ APPROVED FOR PLANTING AND IRRIG .4 TIO N ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 78 PP-2 0 10 20 40 SCALE: 1 '=20' V.W D DWG NO_ 11 AS BUILT" TITL~1='r fd(:t~ ~ED BY, . (__~-, & 9 ~ o.✓,"~ INSPECTOR' DATE IMPROVEMENT PIANS FOR: POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) I APPROVED 6Y j 1-------,1----t-----------------e-----l----l------l-------l 4,? &~ 14/~ &d ::1..u;/e,3, 1---+---+--------------~-----l-----l----l-----l----l ~C=I=T=Y=::=E=NG=;I~M!':;E;R':=:;-;::: (J=========:--~=·-=-='=D=Kr==E===:- DWN BY: FM. RSN PROJECT NO. DRAWING NO. CHKD BY: __.::,:~·,,.__I+--CT99-03 397-2K RV'w'D BY, ( '- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INtTIAL DATE IN!TIAL OTHER APPROVAL CITY APPROVAL V.W.D. 02-004 PLANTING LEGEND Symbol TREES T-1 Symbol SHRUBS @) 0 Botanical Name Melaleuca quinquenervia Botanical Name Strelitzia reginae Trachelospermum ;asminoides -x-x Common Name Broad-leafed Paperbark Common Name Bird of Paradise Star Jasmine 200 ++-:-++ I x-x-x-·-_-____ ------- Size & Comments 24" box std. Size & Comments 5 gal @ 48" o.c. 5 gal @ 48" o.c. 200 Notes: Plant quantities shown on plan are approximate, and included for contractors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. G-lndicates Tree Type Indicates Tree Quantity-EG----lndicates Tree Size Barie Mulch: The contractor is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Architect and City Inspector approval prior to installation. Available from: Recycled Wood Products (714) 841-6989. Root Barriers: The Contractor is to provide root barriers for all trees planted within 51-0• of any hardscape including 'V' ditches and entry monuments. Root barrier depth to be min. 24" and run continuous along curb, sidewalk, 'V' ditch and/or monument at a minimum of 1 O' from the center of the tree in both directions. Arbor Guards: Install "Deep Roof' arbor guards to all tre.es planted in turf areas installed per manufacturer recommendations. Soil Preparation Refer to planting specifications for soil preparation notes. Hedera Helix Hahnii: Hahns Ivy in flats @ 8" o.c. to occur under ali shrubs. ,.. "" ~ 'Is + +_A+J..y + CT □ ,o I+ + □ □ □ + + + + + + --------- = DATE INITIAL ENGINEER OF WORK ------- - 230 ,-, ,·-,,. ·--···-----------·-'\ ,_. \ ,' " ,' i I KEYMAP I! N.T.S. PP-3 0 10 20 40 SCA1£: 1"-20' V.WD DWG. NO APPROVED FOR PLANTING 11 AS BUIL T 11 FJ'M--~ ~le,~ AND IRRIGATION ONLY, INCLUDING PRECISE ~1r NC r. TITLE DATE . LOCATION OF PLANTING ~;~ AREAS. ,,-.r, o"?/K\s&!i .INSPECTOR ' -DATE I s;~T I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 36 IMPROVEMENT PJANS FOR: POINSETTIA LANE MEDIANS I AT BRESSI RANCH (From Station 68.0 Through 93+67) APPROVED 9Y 4-6~£'1&-~ rrA R/1(i{oJ CITY E;GI 1£eR ~ DA E DWN BY FM. RSN PROJECT NO. DRAWING NO. DATE IN!TiAL DATE INITIAL CHKD BY: -....u. REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVwD BY: ( ' CT99-03 397-2K . - V.W.D. 02-004 tEN05•A 03 0815 PLANTING LEGEND Symbol Botanical Name TREES T-1 Melaleuca quinquenervia Symbol Botanical Name SHRUBS @ Strelitzia reginae 0 Trachelospermum ;asminoides \J __ -1;! - - "' I: I I I I I ·••'<e,;,,_~ I,;. ~ :;:;,· -.. \ I I I I I I I ~ I I I I I I I I I I I -f ,T + □ + □ + + I I I I . I , I I I I I T + . -----;>-< □ □ + + □ □ + + + + .250 240 ) \ l. I I I I I ' I I\ I I i ' -f + + □ + □ + + ·~-"-i ---13-1----------------·-·----------·------~-~ ---------------------------·----·-· ~"''"' ---<-1-····-------ki.,•• Common Name Broad-leafed Paperbark Common Name Bird of Paradise Star Jasmine ---··· :~. -\A' --- • • • • • ■ ■: ~-B ■ ■ W ■ ■ II ■ / ■ ■ ■ ■ ; ■ ■ • • ., • I I V • I I I I I I/ i I I I l_ 11 .~I' ! I I I I I I Ii I I I I I f i I I I I I I I /J--:1, I I I I I I I I /I I I Size & Comments 24" box std. Size & Comments 5 gal @ 48" o.c. 5 gal @ 48" o.c. 230 Notes: -Plant quantities shown on plan are approximate, and included for contradors convenience and reference only. Contrador is responsible to provide all plant material required to conform to specified plant spacing. G--lndicates Tree Type Indicates Tree Quanti/y--EE---Jndicates Tree Size Bark Mulch: The contrador is to provide 3" deep medium grind redwood chips in all shrub and ground cover areas except in area to receive hydroseed as indicated on the plans. Submit a sample for Landscape Archited and City Inspector approval prior to installation. Available from: Recycled Wood Produds (714) 841-6989. -Root Barriers: The Contrador is to provide root barriers for all trees planted within 51-0" of any hardscape including 1\11 ditches and entry monuments. Root barrier depth to be min. 2411 and run continuous along curb, sidewalk, 1\11 ditch and/or monument at a minimum of 101 from the center of the tree in both diredions. -Arbor Guards: Install "Deep Roof' arbor guards to all trees planted in turf areas installed per manufadurer recommendations. -Soil Preparation Refer to pl.anting specifications for soil preparation notes. -Hedera Helix Hahnii: Hahns Ivy in flats @ 811 o.c. to occur under all shrubs. = KEYMAP N.T.S. DATE INITIAL ENGINEER OF WORK . - ---·-.. ··-·"···-, . -. ---- -- I 'i I ! I \ I I I I I ■ ■ ·■ Ill • I I I I I i/ I I I • • i \ I I --- I -.. -- I \ \ I .\ ($) ---··--RCW (-·-· T-1 7 24 0 10 5CA1£: 1·-20· - pp ... 4 20 40 VW.D. DWG. NO. APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, {?fu..~ w/9/dk INCLUDING PRECISE TITLE .tfesrt:Ff!C DATE LOCATION OF PLANTING .. ~E\JED BY, AREAS. J~ ,.,'29 <it ez'tF('),.,.,c INSPECTOR DATE w CITY OF CARLSBAD w ENGINEERING DEPARTMENT 1 6 IMPROVEMENT Pl.ANS FOR: POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) APPROVEodr /4 ~ ~~ tu.,;~ ~ ~/J;z./o3 CITY ENG~ ~ ' DATE OWN BY: FM, RSN PROJECT NO. DATE INiTIAL DATE INITIAL CHKD BY: ~ DRAWING NO. REVISION DESCRIPTION OTHER APPROVAL CiTY APPROVAL RVwD BY, . ......L CT99-03 397-2K ' V. W.D. 02-004 LEN05-A ' 030 LEGEND 1. Tree with rootball. 2. Finish grade. 3. Curb or hardscape. 4. Root Barrier. 5. 3" crushed rock. Crushed rock to be 6" below finish grade. 6. Undisturbed native soil. 7. Amended backfiJI. 8. A<Jiacent concrete paving. TYPICAL SECTION Scale: 3/8' -1 '-0' ROOT BARRIER NOTES Locate plants spaced equal distance (D) from each other as shown. 1D1 is groundcover and shrub spacing as per Plant Legend located on the Planting Plan. Edge of paving, sidewalk, wall or curb • • • D D • D • • • • • SECTION Scale: 1 /2' = 1 '-0" NOTES A. Root barrier to be DeepRoot Tree Root barrier produd #UB24-2. 24" module. B. _ Length of barrier per side equals estimated diameter of matured tree canopy plus 2'. C. Install per manufacturers specifications. D. Top of root barrier shall be set flush with Finish grade. SECTION FOR ALL PARKWAYS Scale: 3/811 = T1-0' • • • PL-OC-01 SHRUB & GROUNDCOVER SPACING l'l,lli-07 LEGEND 1. V.I. T. tree tie support stock no. LP. (or approved equal). 2. 2" dia. x 1 O' Lodgepole Pine stake. Keep clear of root ball. See specifications. 3. Water basin, 3' min. depth after initial watering by hose. Remove basin in lawn areas and as directed by Landscape Archited. 4. Finish grade. 5. 21 gram plant tablet. ~ ..A~ _ Prevailing Wind 0 PLAN VIEW See specifications. _J",~ ~~ ,-J 6. Root ball. Install 1" ~ 1 "'~ b L• • h d "~ --0 <l..1~~ ./1,,q.,j a ove nms gra e. ~ _,'Cl O y 7. Amended backfill. ~:p'°' d"t10 See specifications. _c: " c:J 8. Existing soil. -'O 0 2 xwidth SECTION Scale: 3/8" = 1 '-0" 0 LEGENO 1. 1 or 5 go/. shrub. 2. Water basin, 3" min. depth. 3.Finish grade. _ 4.Amended backfill. See specifications. 5.21 gram plant tablet. See specifications._ 6. Existing soil. 7.Root ball. Install 1" above finish grade. ~ . ~c vv ~ Lvvv,: ~j \ ¼~vJv-G~ c~~~~~~" --°0,W) ~ ,;,~~ /;CY-"''"' •-_-_ -------------.... .. . .... . ... .... . .... . . . . . . ' . , . . ............. --- 2xwidth SECTION Scale: 3/ 4" = 1 '-0" TREE PLANTING WI DOUBLE STAKE C SHRUB PLANTING PD-1 ~A.PPROVED FOR PLANTING AND IRRIGATION ONLY, -fiJ'nJl-fJ+a=i/ INCLUDING PRECISE n~~ 1 "AS BUILT" DATE LOCATION OF PLANTING "7..1EVED BY: ARE AS. ~~"-l.J"F=. o•c:_,1~2 -~_ INSPECTOR: 1-----+---+----------------t----t-----t-----t-~ ~ C 1I1IN89lNG ~E1~~M~~AD w /MPROVEl;IENT PLANS FOR/ POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68.0 Through 93+67) DATE IN!TlAL DATE INI 1!AL DA TE iN!TI AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL VW.D. 02-004 1£N05-A LANDSCAPE PLANTING SPECIFICATIONS PART 1 -GENERAL CONDITIONS J. J Description: A. Work Included: J. The work included in these specifications shall consist of the furnishing of all labor, tools, materials, permits, appliances, taxes and all other costs, foreseeable and unforeseeable at the time of contracting necessary and appropriate for the installation of the accompanying drawings. 2. No deviation from these specifications or from the agreement or from the general conditions is authorized and no such deviation shal! be made unless the written authorization, therefore signed by the Owner or his duly authorized representative, has been obtained in advance. 1.2 Interpretation of Plans and Specifications: A The Landscape Architect will interpret the meaning of any part of the any plans and specifications about which any misunderstanding may arise, and his decision will be final. B. Should there appear to be an error or discrepancy in or between the plans, specifications & planting lists, the Contractor shall refer the matter to the Landscape Architect for adiustment before proceeding with the work. Should the Contractor proceed with the work without so referring the matter, he does so on his liability. 1.3 Quality Assurance: A Quality of work: The Landscape Architect shall be notified at least two days prior to work commencement, by the Contractor and prior to inspection visits by the Landscape Architect. All work shall be done in a good workmanlike manner in accordance with all plans and specifications and best considered practice, shall meet with the approval of the Landscape Architect and Owner and shall be in accordance with the requirements of local building codes and laws. Any defective work will be redone at the Contractor's expense as directed by the Landscape Architect. B. Permits: The Contractor will be responsible for obtaining any and all necessary building permits from the city or other governmental authorities. C. License requirements: The Contractor shall carry necessary Contractor's California State License or Certificate for type of work listed, such as the Landscape Contractor's License. D. Insurance coverage: The contractor shall carry all necessary compensation and liability insurance to cover his workmen and work to protect the Owner from any possible damage suit or lien on the Owner's property in the course of the work by . the Contractor and will show the Owner such evidence of above indicated insurance coverage prior to initiating work. E. Property, etc., Damage responsibility: 1. The Contractor is to protect at all times al/ existing utilities, structures, trees, plants and other features intended to remain on and adiacent to the job site and to repair or replace any damaged items in a neat and good workmanlike manner during and due to his work on the job and he shall assume all damage or iniury that may result to all such property and/or to persons where such damage or injury is caused in connection with his work or is due to his negligence or to his leaving open or unprotected portions of streets or other property. 2. Should any part of the work under this contract be damaged by other contractors, the Contractor and party causing such damage shall make adiusfments between themselves and not with the Owner relative to the repairs or reconstruction and payment for same. F. Knowledge of site: It is assumed that the Contractor has visited the site and as well familiarized himself as to the site conditions and shall have verified all dimensions as ascertaining the means of getting into the site and any other factors affecting the work. 1.4 Costs: A. Segregation of costs: At the time of execution of the contract, the Contractor shall furnish to the office of the Owner, for purposes of accounting and scheduling, a segregated cost schedule or breakdown of the contract price, listing the various components in the plans as well as unit prices of each component specified in a form satisfactory to form the Owner. These schedules shall also be used as the basis in formulating the progress payments to be Contractor and these cost breakdowns shall be part of the contract. B. Extras or changes: Any extras or changes from the contract on the job shall have the prior approval of the Landscape Architect and must be approved in writing by the Landscape Architect and Owner. City Inspector must approve all changes to the plans. C. Increased costs: If the extra or change is to be done at increased cost over and above the contract fee, the Owner shall sign the Contractor's written request for such additional funds for extra work prior to actually doing this work. J .5 Product protection, storage and handling: A Site condition: The Contractor, in the course of his work, is to keep the site in a neat and tidy condition as much as is practical so as not to disturb the normal usage of the surrounding areas by the Owner or by others. B. Site clearance: Upon completion of the work, the Contractor shall properly clean and tidy such work and the surrounding areas used by and remove any or all excess materials, dirt, debris from the site or to dispose of some as direded by the Landscape Architect. C. Owner's materials: During the course of the work, any materials, equipment and services may be provided by the Owner and used by the Contractor in the job, for such materials, equipment, and services, the Contractor is to give credit to the Owner at the standard current rate for such items. Such credit, if any, will appear in the final billing by the Contractor to the Owner. D. Plans and specifications: All landscaping including plants, ground covers, soil additives and other miscellaneous landscape items shallbe provided and installed in strict accordance with plans and specifications prepared by Owner. E. Changes: The Owner shall have the right to make minor changes in the landscape design and installation to insure practicality of design and for aesthetic reasons at no additional cost. PART 2 -MATERIALS 2. J Grading: Grade all areas by filling and/or removing surplus soil as needed to ensure proper grades and drainage as indicated on the plans. Unless otherwise noted, finish grade shall be below hardscape as follow: 2" for ground cover areas, 1" for lawn areas. 2.2 Moisture content: The soil shall not be worked when moisture content is so great that excessive compaction will occur nor shall it be so dry that dust will occur and form in the air or that clods will not break readily. Water shall be applied, if necessary, to provide ideal moisture content for tilling. 2.3 Weed removal: Weeds, plus bermuda grass etc., shall be dug out from all planting areas by their roots wherever possible and removed from the site. Where necessary to discourage reoccurrance of this material, the Contractor shall apply one or more treatments of a satisfactory chemical per manufacturer's directions in regard to concentration plus allowance of an ample period of time for effective performance prior to cultivation. The site shall be maintained in a weed and litter free condition during the maintenance period. Weeds shall be removed at frequencies adequate to prevent the maturation of weed seeds. 2.4 Plants: A Inspection: Plants shall be sub;ect to inspection and approval or rejection by the Landscape Architect at place of growth and/or the proiect site at any time before or during progress or work for size, variety, condition, latent defects and in;uries. Rejected plants shall be removed from the site immediately. B. Conditions: Plants sha/J be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or their eggs and shall have healthy normal root systems, well filling their containers, but not to the point of being root bound. 2.5 Protection: Protect and maintain all plants from sun, drought, wind, theft, rain and heat at all times before and during planting operation. 2.6 Planting requirements for trees and shrubs: A. Plant materials in quantities and sizes specified shall, after grading operations, be spotted approximately as shown on the landscape drawings and are to be approved by the Landscape Architect before being removed from containers and excavating soil for planting. B. All backfill materials shall be mixed thoroughly on site before using. PART 3 -EXECUTION 3. 1 Soil Testing: A. After rough grading, soil samples shall be taken from enough location on the site to represent an adequate cross sedion of conditions. B. Soil test shall be performed by a soil testing laboratory (pre-approved by the City). The test shall indicate but no be limited to the following: -Organic matter content -N, P, K -pH -EC -Soil texture ( silt, clay, sand) -Recommendations for amendments, leaching, and maintenance fertilizations. C. The results and recommendations of the soil testing laboratory shall be submitted to and approved by the City. The approved recommendations for amendments and construction and shall become part of the approved plans: D. Products specified by product name by the soil lab in the recommendations may be substituted with "or equal" products approved by the City. 3.2 Planting: A Container-grown plants to be planted in plant pits two (2) times wider than plant container and a depth of twice the height of plant container. Plant crown to be slig.htly higher than finish grade after settlement. B. Prune plants as directed by Landscape Architect. C. All plants shall be watered immediately, before backfilling planting pits. D. All areas receiving plants and/or hydroseeding shall be moist to a depth of 611 at time of planting. E. Plant al/ plants 5' minimum from irrigation heads (slopes only). F. Scarify the sides of each root ball prior to planting if circular root is evident. G. Plant quantities on the plan are for the Contractor's convenience and not guaranteed to be accurate. H. Plant symbols take precedence over quantities specified. 3.3 All work shall be as directed by Owner's field representative, who shall be appointed prior to the commencement of the work. 3.4 Contractor shall submit all material receipts to Landscape Architect. 3.5 Maintenance: A Maintenance period shall not begin until entire installation is accepted by the Owner. B. Maintenance period shall be for the following duration: 90 days. 1. All plants and planting shall be guaranteed for the following durations beginning at the first day of the maintenance period. - Trees and shrubs, 15 gallon and larger. . . . 1 Year Shrubs, 5 gallon and smaller. , ........... 90 Days Ground cover ........................ 90 Days Lawn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 Days 2. All dead, damaged or broken plant material, including sodded and seeded lawns and ground cover, shall be replaced at two-week intervals. C. Fertilize with 2 lbs. actual nitrogen per 1000 sq. ft. at end of each 30 days. Landscape Architect will specify type, depending on season. Perform last fertilizing at end of maintenance period in the presence of the Landscape Architect. PS-1 VW.D. DWG NO -11 AS BUILT" APPROVED FOR PLANTING AND IRRIGATION ONLY, f11vL/f?'t,::e;:/ e,/ef~ INCLUDING PRECISE TIT LE f'!Pe?,{~ DATE LOCATION OF PLANTING ~E\,/ED BY, AREAS. I -D D ......--("'-:l) ntl'I 6,!!l, ~ INSPECTOR -DATE w CITY OF Ci\RLSBAD w 3 ENGINEERING DEPARTMENT 6 IMPROVEMENT PlANS FOR: POINSETTIA LANE M,EDIA.NS AT BRESSI RANCH (From Station 68.0 Through 93+67) APPROVED BY A,:,; -~~ Ur---..~ J'<'.....t .,7. !.,~ "3 CITY i:NCffiR I ' DI\ TE DWN BY: TCW PROJECT NO DRAWING NO. DATE INITIAL DATE INITIAL DATE IN1TIAL CHKD BY: ...._...__ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RV\,/D BY \ ' CT99-03 397-2K V.WD. 02-004 I.ENOS-A .. ' PART 4 -PLANTING NOTES 4.1 Landscape Contrador shall repair and/or replace any damaged plant material which is damaged due to his negligence. 4.2 Landscape Contrador shall be backcharged for Landscape Architect's time in locating any landscape material as requested by the construdion manager. 4.3 Landscape Contrador shall submit all amendment quantity receipts to construdion manager and/or Landscape Archited for approval. 4.4 Contrador shall perform all fertilizing in the presence of the construdion mana.ger or Landscape Archited. See Soil Preparation Requirement, this sheet. 4.5 Contrador is responsible for maintaining all areas in a weed and debris free condition throughout the maintenance period. (See specifications). 4.6 Plant symbols take precedence over plant quantities. 4.6 Plant symbols take precedence over plant quantities. 4.7 All plants shall be protected against heat, sun, wind and frost during transportation to the site and while being held at the site. Do not store plants in total darkness for more than one day. 4.8 Wilted plant material shall not be planted or used on the projed. 4.9 Do not damage plant root during transportation or planting process. 4. 10 Plant material may be rejeded at any time by the Landscape Architect due to condition, form or damage before or after planting. 4. 1 1 Landscape Archited shall approve final placement of all trees, shrubs and vines prior to planting. 4. 12 All surface rock and debris 1" and larger shall be removed from planting areas and then from the sire. 4. 13 Crown of plant shall be slightly higher, after settling, than adjacent soil. 4. 14 Prune trees as direded by Landscape Archited after inspection. 4.15 Remove water basins from all trees located in lawn areas prior to hydroseeding installation. 4. 16 Any and all damage in new and existing paving caused by the Contrador shall be the responsibility of the Contrador and be repaired by the Contractor. 4.17 Install all trees and shrubs prior to planting of groundcover and/or hydroseeding. END DATE INITIAL ENGINEER OF WORK Soil Preparation "For Bid Purposes Only" Recommendation To the extent all new landscape areas should thoroughly be tilfed to a minimum 9" depth. •. , ., ; For turf and ground cover planting., the fo.J/owing amendments should be uniformly broadcast and thoroughly incorporated to a and thoroughly incorporated to a minimum 6" depth by means of a rototiller or equal. AMOUNT/ 1,000 sq. ft. -4 cu. yds. Nitrog,en stabilized organic amendment derived from redwood, fir, or cedar sawdust. -200 lbs. agricultural gypsum -20-20-20 fertilizer The backfill mix for use around the rootba/1 should be prepared as follows: -6 parts by volume on-site soil -4 parts by volume nitrogen stabilized organic a•mendment -15 lb. 20-20-20 fertilizer Controdor to provide Soil Test from: So";/ & Plant Lab 1594 North Main Street Orange, CA 92863 (714) 282-8777 PS-2 V.WD DWG. NO. ' APPROVED FOR PLANTING ' 11 AS BUIL T 11 ' t,(?ft6 AND IRRIGATION ONLY, ~t/;1t_d!2J TITLE f!¥-.....;.r:J!?llr I , INCLUDING PRECISE DATE ' LOCATION OF PLANTING ~IEVED :BY, AREAS. oo ,,,,.:{) o,M~ -' -'"""riATE INSPECTOR' ~ CITY OF CARLSBAD w 4 ENGINEERING DEPARTMENT 6 IMPROVEMENT PLANS FOR: ' POINSETTIA LANE MEDIANS AT BRESSI RANCH (From Station 68,0 Through 93+67) APPROVED Sy" i ~l{~k,,,~ ~ ~ ~~ vr~ ~ .... d CITY ENGI7R ~ DAtE DWN BY· TCW PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ' • REVISION DESCRIPTION ' CT99-03 397-2K OTHER APPROVAL CITY APPROVAL RVWD BY, ( ' ' ' ' V. W.D. 02414 l£N05-A . QS'\S~ ..--:....:.---- MATERIALS LI ST: 0 I EACH PRESSURE REDUCING AND PRESSURE SUSTAINING VALVE, CLA-VAL 92G-Oi, BCSKCY, C. I. @ 6' PVC TO CONNECT TO CLEAN-OUT TO EAST AT POTABLE PRS BODY, SS TRIM, CL 125 FLANGES, EPOXY COATED INTERIOR, XIOI INDICATOR !SEE MISC. UNDER TELEMETRY SYSTEM COMPONENT LI ST J. I EACH 6' PF!ESSURE RSDUC/NG AND PRESSURE SUSTAINING VALVE. !SAME DESCRIPTION AS ITEM NO. I J. I EACH 6" PRESSURE RELIEF VALVE, 50A-OI BCKOGY, C. I. BODY, SS TRIM, CL 125 FLANGES, EPOXY COATED INTERIOR, CRL 20-200 PS I RANGE. 0 ® ® 0 @ @ @ @ (f]) @ @ @ 2 EACH 12' GATE VALVES, CL 125 FLANGES, WITH HAND WHEEL. 2 EACH 8" GATE VALVES, CL 125 FLANGES, WITH HAND WHEEL. 6' GATE VALVE, CL 125 FLANGES, WITH HAND WHEEL. 2 EACH !2Xl2X8' FABRICATED /0 GA. STEEL COMBINATION TEE, BEND, AND SPOOLS WIRH THRUST COLLARS PER DRAWING, WELDED JOINTS, CL200 FLANGES. I EACH 8X6' FABRICATED /0 GA. STEEL TEE, CL/50 FLANGES, WI TH MORT AR LIN I NG. I EACH 6" FABRICATED 10 GA. STEEL DISCHARGE LINE WITH BEND, CL/50 FLANGES, VICTAUL/C COUPLINGS, MORTAR LINED WI TH PORT I ON COATED. 2 EACH !2X8' CL/25 FLANGED REDUCER WITH MORTAR LINING. I EACH 12' CL/50 FLANGED SPOOL WITH MORTAR LINING. I EACH 12' CL/50 FLANGED SPOOL WITH V!CTAUL!C COUPLING AND MORTAR LIN I NG. I EACH 8' CL/50 FLANGED SPOOL WITH MORTAR LINING. I EACH 8" CLl50 FLANGED SPOOL WITH V!CTAUL/C COUPLING AND MORTAR LINING. 3 EACH STYLE 77 V!CTAUL!C COUPLINGS. I EACH SUMP PUMP "LITTLE GIANT' V4 HP AUTOMATIC, CAT. '506909 GRANGER'3P639A I EACH I½' PVC LINE TO CONNECT TO CLEAN-OUT TO EAST © POTABLE PRS. !½' GALVANIZED SUPPORT BRACKET. @ 8 EACH ADJUSTABLE PIPE SUPPORT, FEE AND MASON, FIGURE 291. GALVANIZED WITH DRAIN HOLE -MOUNTED ON RAISED CEMENT. @ @ @ @) @ @ ® @ @ @ ® ® @ (jj; ® ® ® ® @ @ @ @ I EACH PRE-CAST CONCRETE VAULT (PARKWAY LOADING! I NC LUD I NG P. C. C. THRUST COLLAR WALLS. I EACH 36X36' HATCH, B!LCO TYPE J-4AL. RUN HATCH DRAIN TUBE TO DAYLIGHT OR CURB. I EACH GALVANIZED STEEL LADDER, ALHAMBRA FDRY. MODEL NO. A-3400 WITH LADDER-UP. 2 EACH 6' PVC VENT PIPES. 2 EACH 6" PVC 90' BENDS. 2 EACH 6' PVCX STEEL ADAPTERS. 2 EACH 6' 10 GA. STEEL VENT PIPE, PRIME AND PAINT ABOVE GROUND. 2 EACH 6' STEEL INTAKE AIR CAP, ALHAMBRA FDRY. MODEL NO. A-2163 (GALVANIZED!. 2 EACH CONCRETE VENT PIPE ENCASEMENTS. NOT USED NOT USED NOT USED CONCRETE THRUST BLOCK I NG. TYPE OF FITTING WILL DEPEND ON TYPE OF PIPE. ME CHAN I CAL JO I NT FITTINGS ARE NOT PREFERRED. 2 EACH 8' SLIP ON/WELD ON FLANGES. 2 EACH 12' SLIP ON/WELD ON FLANGES. PRESSURE TRANSDUCERS 4 EACH I" -3000 LB. GAUGE COUPLINGS. 2 EACH 8X6' CL/25 FLANGED REDUCER WITH MORTAR LINING. @ I EACH 2' BLOW-OFF. BLOW-OFF MAY NOT BE NECESSARY DEPENDING ON PIPE PROFILE. CEMENT COATING. LEAVE ON TO FIRST FLANGE. WRAP ALL BURIED METAL OUTLET PIPE AND FITTINGS WITH PETROLATUM WAX TAPE PER AWWA C-217 AND PARAGRAPH 3. 4 ON CP-4 -CC) ! T.P. = l?t./9 7 12' PVC (CL 200! 21 4 L,. D , I I~ f. ]'\ ~ i i , : !.., i•·" D , ·•· ' ' 4 D-' i,,. ; " "" -I : 0 , ; 6. ,:, ; ' I I p SEE PLAN VIEW SHT. 5 5 3 r1~ II 11 "'1: !-.---@ I I i I ITTAL BOX 3 4 SECTION A-A SCALE½' = I' -,_o 5 I I ,· I> 9 ~~ 8 ,,, 1' ~ ! i 1 J I> ! • PLAN-RCW PRESSURE REDUCING STATION 46 r v 7 CONTRACTOR TO VERIFY ALL PIPE LENGTHS GENERAL NOTES: VAULT FLOOR SLAB, WALLS, TOP. SECTION, MANHOLE FRAME AND COVER SHALL BE DES I GNED ii N CONFORMANCE WI TH AASHTO STANDARDS FOR PARKWAY LOADING INCLUDING EFFECT OF RETAINING WALL SURCHARGE. VAULT SHALL BE OF A ?RECAST TYPE DESIGN WITH ALL SHOP DRAWINGS AN{) DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT. BY THE CONTRACTOR, FOR APPROVAL. ' I I ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS OF THE CARLSBAD MUNICIPAL WATER DISTRICT. ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EQUALS. PIPING DIMENSIONS ARE NOMINAL. ALLOWANCES FOR END CAPS AND GASKETS SHALL BE MADE AS NECESSARY BY FABRICATOR. CONTRACTOR/FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF ALL PIPING AND VAULTS PRIOR TO FABRICATION. ALL WORK SHALL BE EXECUTED IN CONFORMANCE WITH APPROVED SHOP DRAWINGS. ' ALL INTERIOR PIPING, VALVES 'AND FITTINGS SHALL BE, SCALED, DEGREASED AND PAINTED PER DISTRICT STANDARDS. ALL STEEL PIPE SHALL BE MORT~R LINED AND COATED PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED. REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. ; ALL ACCESSORY PIP I NG, TUB I NG,, CONDUIT AND OTHER COMPONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE. 1 EL=l77. 94' CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT. ALL WALL SURFACES SHALL BE F/NIS1ED SMOOTH AND EVEN PER SECTION B-/3 'SURFACE FINISHES' OF DISTRICT STANDAPDS. TO DISCHARGE MANHOLE AT POTABLE PRS = 47 ::.: i U)I I I -' N! ELECTRIC SERVICE SINGLE PHASE 1201240 VAC MYERS ME -UG I 25.~ , SERVICE PEDESTAL WITH 100 AMP MAIN. I I !CIRCUIT SCH: AS SHOWN!. l.,K~1 /"'"'-0 TELCO JUNCTION BOX -: !BXBX6' J ATTACH TO I j : j r''!..-SI DE OF PED. ~ \.J ·, I O I ~ ~ CIRCUIT SCHEDULE CIRCUIT I ZOAMP LIGHTS & OUTLETS CIRCUIT 2,20AMP TIME CLOCK & FAN CIRCUIT 3'20AMP SUMP PUMP CIRCUIT 4 20AMP TELEMETRY NnN-METALLIC CONDUITS CONC. ENCASE PRIVATE ONLY ' --~·-- TO DISCHARGE 8 ~~op' ~t CV-{ I ~Hi' I = ... •. . . t 2' CONDUIT i \ I j \\_ . :" p MAN HO LE AT 1 7 f---!----+---+--1 ii i~7~0 SOURCE---+;..1t,J/ ~LECTR!C CONDIJI ca ;_ II '" 3 f/ POTABLE PRS T ~ -~ r' n 3 SECTION B N. T. S. <=::::::1.,:::::/ TO WATER VAULT 2' PVC ELEC. CONDUIT WITH PULL ROPE TO SDGE TRANS. STA. NO. 2 I 3-83. ( 300' ± J 2' TELCO CONDUITi TO WATER VAULT SERVICE PEDESTAL DETAIL N. T. S. 6,---,=,-..,.-,-l------ 19 I " C • 7~j SECTION C N. T. S. REVIEWED F.fY: ' I I ! ' ' I: [. ~i n ' . T ' .. n C ' irR NcH,I ' TRENCH DETAIL N. T. S. VVVD DWG NO. 0-200 P. S. I. DOWNSTREAM 1/,' BRASS NIPPLE-~ ~--./Xl/4' BRASS BUSHING 0-300 P. S, I. UPSTREAM I' ;MIP X FIP BALL CORP IXl/4' BRASS BUSHING---;====~i:__,1/,,, GAUGE COCK s!/d\,..,__j/FO!i/D FB 1700: JONES J-1951 J I' M!P X F!P BALL co,----1 I, CL 3000 STEEL COUPLING ~----C._r-~7_-----=---~/ ·~cL 3000 STEEL COUPLING !FORD FB 1700; JONES J-/931 PIP I NG PER PL/Jrfl-------c,,__ ______ ---rE'- 12' PVC !CL /50! --SEE PLAN VIEW SHT. 5 GAUGE DETAIL N. T. S. PIP I NG PER PLAN---',L-------,4- PRESSURE TRANSDUCERS TO BE INSTALLED ON THE SAME SIDE OF VAULT AS THE TELEMETRY tNCLOSURE VWD DWG.NO __Ji ,,---- 1-------ar-:-===~=========================l====[===r===J====ir::i===~j ;=:=======:::::l:==::;-:====--! 1-------a--+-------------+---l---l-----l---l CITY OF CARLSlfL4iJ) SHEETS ENGINEERING DEPARTMENT 3 6 l----l---t------------------t---1------t---+---l IIHWNEIIENT Pl.ANS FOR: POINSETTIA LANE INSTALL HOSE BIB AT BODY PLUG LOCATION-PRESSURE RELIEF VALVE. @ TELEMETRY ENCLOSURE WITH FLOAT SWITCH WIRED ELECTRICAL NOTE: SCALE¼' = I' VALLECITOS WATER DISTRICT 1-"-1-"-J-------------+--+----1--~--l AT BRESSI RANCH RCW PRESSURE REDUCING ST AT/ON DETAILS TO / I Ov RELAY. F""i IIBHl''9 Kimley-Horn ~!IBLJ and Associates, Inc. EngL1e-s:lng, ~1c:i,:1nl:1g cr,,j Erwlroni":lentd Ccnsultoni"s 317 Fc,1...;;-·r(-~ :iYBr'iJS ·· SulT-e 30! -Sen L'iego. Cc. -92101 Teli (::i/3; 234--9<1;l Fax; (6iSJ 234-9.:133 EXACT LOCATION OF ELECTRICAL COMPONENTS TO BE DETERMINED BY DISTRICT REPRESENTATIVE DURING CONSTRUCTION ------------------- 30894 DATE VWD 02-00·4 ---------------------------------------------------------------------------------------------.......,.......,,.......-,--,--------------. VALVE POS. TRNVS.rTYPJ ¾' C-f-2C"l8SH INT AKE BUJ#ER GRANGER "4C943 OR 4YJ33 2©314' C-/-2'/BSH ACCESS HATCH F AJ/ 9NITCH AJ/D TIMER WEATHER PROOF TIME CLOCK !Nl"ERMATIC "2T250/A UGHTING 9NITCH HATCH SWITCH (ZS-!J ALLEN BRADLEf UMIT SWITCH 802T Tf PE OR APPROVED EQUAL TO TURN ON UGHTS ¾" C-/-2"/BSH ¾"C-!-2"/BSH > /_/ \_ n • 0 (~ R / Vv ------- ◊ \ \ ----~ \\ '" i I ·1 I ,! ~ ',-> I "' '-_,/ ~ D 1 ! ' ti • i I i ' i " ' • I, I ' I> . • . i • I I /', I . t /', ·i : "' 0 "' /', -:, : r I "' "'~----,___,__• --PEIPIT-2 . l1 ~----------PE/PIT-/ , 1>1 t> I I t> 01 i i I POWER J-BOX /NEMA 4XJ ~--------¾' C-1-2"/BSH SUMP PUMP SP-l.UTTLE GI.ANT GRANGER *3P639A ¾' C-f-2C"/8SH TELEMETRY SYSTEM COMPONENT UST /NO SUBSTITUTIONS) BL/'CK BOX CORP. PD.BOX /2800 PITTSBURGH.PA 15241 PHONE {124) 146-500 FAX /800) 312-0146 I-MODEM 3600 STANDALONE.ITEM "MD880A I-MODEM 3600 R/'CKMOUNT,ITEM "MD880C SCADA /10 EQUIPMENT STANDARD PRV TELEMENTRY OPT022 !/0 HARDWARE AVAIUBLE AT: OPTO 22 CONT ACT: SCOTT WINROW 43044 BUSINESS PARK DRIVE TEMECULA,CA.92590 PHONE /800) 321-6186 #ARDWARE REQUIRED:.IFOR WATER OPSJ I-ACTA I -SNAP-B/2M I-SNAP-PS5 I -SNAP-PS24 /-SNAP-B3000 AS NEEDED -SNAP OAC5 110 VAC OUTPUT MODULES AS NEEDED -SNAP /AC5 /10 V AC 4 CH.INPUT MODULES AS NEEDED -Arv /0, 5 voe ANALOG INPUT M~LES 2 -PRESSURE TRANSMITTERS MODEL PMC /33-INIF28604S MISC. CLA-VAL SPECIAL ICCESSORJES 2-X!ITC VALVE POSITION TRANSM!TTERS OR APPROVED EOU/JL(TO BE INSTALLED ON PRV'SJ HOFFMAN ENCLOSURE WITH PANEL (3(J'H x 24'1/V x !2'D) I-D-L30H2412LPB ENCLOSURE I-A-30P24 PANEL /OR EQUAU · R!TTAL "AEl316 MOUNTED TO WALL WITH UNIT STRUT MOUNT AND WIRE ENCLOSURE WHERE ICCESSBLE IN V /JJJLT NOTES: I. COORDINATE WITH CMWD OPERATIONS rTELJ6G-438-212J FOR ADDITIONAL REQUIREMENT . CONTRACTOR SHALL PROVIDE APPUCATION FOR SERVICE AND PAY ALL FEES AND COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION UNE. STRIJ,' V/J/JLT WAU.. 0 0 TO POWER JUNCTION BOX. FAN TIME CLOCK-INTERMATIC 2T250/A GRANGER STOCK UGHT /INTRUSION SWITCH TELEMECANIQUE MODEL "XCKJ/054/HT WIRED TO ACTIVATE UGHTS WHEN UD IS OPEN.GRNVGER STOCK "488//. CONTROL J-BOX RITTAL BOX ~----------(NEMA 4XJ 12' M.J.xM.J. G.V.@ R/W WI l6xf2' REDUCER PAR AY ~F/'CE OF CURB SIDEWALK TfPE ~:40) ITEM I 2 3 4 5 6 1 NOTE: ALL ELECTRICAL EOUI PM ENT SHALL BE SUIT ABLE FOR USE IN WET LOCATION DESCRIPTION WALL MOUNTED FLUORSCENT FIXTURE.4' LONG MOLDED HIGH IMPACT RESISTANT ABS PLASTIC HOUSING WITH HIGH IMPACT ACRYUC DIFFUSER.WITH CAPTIVE LATCHES, COMPLETEff CASKETED NVD ENCLOSED SUITABLE FOR WIT AND CORROSIVE LOCATIONS. OUTPUT INPUT ANA DISC. X X X X X X X X X X X X X X MOUNTING VOLTS NO.OF LAMP TfPE TOTAL LAMPS WATTS CE/UNG 120 2 F40T/2 JOO MOUNT INPUT /OUTPUT (//OJ SCHEDULE PRESSURE REDUCING STATION POINT DESCRIPTION UPSTREAM PRESSURE PIPE I DOWN STREAM PRESSURE PIPE I SDG&E POWER FAIL VAULT INTRUSION PRV VALVE NO: I POSITION PRV VALVE NO: 2 POSITION SINGLE POINT LEVEL DETECTION I½' C-/0"!2. '-----------5~2GNU I ½ "CJ-2C" !SSH MANUF/'CTURER AND CATALOG NUMBER UTHONIA CAT." DD-240A-WLF OR EQUAL LOCATION REMARKS PE/PIT-/ PRESSURE TRANSDUCER PEIPIT-2 PRESSURE TRANSDUCER RELAY-MT.ENCLOSURE WHEN POWER IS OUT ZS-/ HATCH SWITCH Zl-1 ?OS. TRANSMITTER Zl-1 POS. TRANSMITTER BELOW RITT AL ENCLOSURE FLOAT SWITCH/VAULT FLOOD ELECTRIC SERVICE SINGLE PHASE 1201240 V AC MYERS ME-UG 125 SERVICE PEDESTAL --~. WITH 100 AMP MAIN. I ,,_,_j 0 ,,_,'"-" r1 /CIRCUIT SCH.AS SHCJIVNJ 1"'-'" Y 1 'C ".,_J ~. c"- ""n I , EASEMEWT LINE-"-: TELCO JUNCTION BOX /8X8X6'J ATT /'CH TO SIDE OF PED. t-71i1 c'L o I . . ' ~~~ ~t 2' CONDUIT TO TELCO SOURCE ' 1:9f :c:___;~t I,\ I \,·" ===> '~I=> - RCW PRESSURE REUEF VALVE DISCHARGE TO CLEANOUT AT _,J POTABLE PRS 12' M.JJrM.J.G.V.@ R/W HATCH~ SERVICE PE DEST AL VAULT SUMP PUMP DISCHARGE ~ TO CLEANOUT AT POT ABLE PRS ~ ~--_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_-'_cc.._-_-_-_-_-_-_-_-_-_-_-_ VENTS ENGINEER C)F WORK 2" PVC ELEC.CONDUIT WITH PULL ROPE TO SDGE TRANS.ST AT/ON. .. i: ,;; 2' ELECTRIC CONDUIT ~ TO WATER VAULT \ 2' TELCO CONDUIT TO WATER VAULT L ___________ ~,.,~~d~do-1 PLAN VIEW CfilRLESR~. E. 30894 ofu VALLECITOS WATER DISTRICT NOT TO SCALE BENCHMARK: ,·DESCR l PT l ON: STANDARD STREET SURVEY MONUMENT I LOCATION: STA.288•89 EC ON CENTERUNE OF EL CAMINO REAL RECORD FROM:SAN DIEGO COUNTY VERTICAL CONTROL RS-/800,288•89 ELEVATION: 311.407 MSJ. 11 AS BUil T" U4{~ R.C.E. J68'tl{ EXP. 0,1fltfQI'. ' REVIEWED BY: J sH3EE6T I CITY OlF Cr\RLSBAD J SHEETS J r----J-----t---------------+---+--i----1-----1 ENGINEERING DEPARTMENT 36 1------,---t----------------+---+--+----+----l IMPROIEIIE!ff Pi.MS FOR, POINSETTIA LANE f----t--+----------------J---+--+----1----l AT BRESSI RANCH ROIi PRESSURE REDUCIN6 Sf liTION fJ£f NlS VWD 02-004 --·--------------······-··--- VICINITY MAP SIGNING AND STRIPING NOTES "DECLARATION OF RESPONSIBLE CHARGE" 2022 EAST-WEST CORRIDOR RESURFACING AND RESTRIPING PROJECT CITY OF CARLSBAD CARLSBAD, CALIFORNIA CONTRACT NO. 6001-22E FOR SHEET INDEX WORK TO BE DONE PROJECT LOCATION CITY COUNCIL DETAIL A - WORD AND ARROWBIKE LANE MARKING SIGN LEGEND BEGIN END “”“”“” “” “” PROJECT LOCATIONS CARLSBAD VILLAGE DRIVE TAMARACK AVENUE CANNON ROAD POINSETTIA LANE LA COSTA AVENUEOLIVENHAIN RD DETAIL F - BIKE SHARROWWITH GREEN PAINT DETAIL B - CONTINENTALCROSSWALK MARKINGS DETAIL C-GREEN BIKE LANE SKIP DETAIL E-GREEN BIKE LANE SKIP AT CURB DETAIL D-GREEN BIKE LANE SKIP WITH 6" LINE GENERAL NOTES