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HomeMy WebLinkAboutDWG 483-6B; CT 08-06; HIGHLAND JAMES SUBDIVISION - JAMES DRIVE PORTION; 01-06GRADING NOTES EROSION CONTROL NOTES (IN AOOIT/ON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINA TE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ELIZABETH TEMPLE AT PRECISE GRADING PLAN FOR HIGHLAND JAMES SUBDIVISION CARLSBAD MUNICIPAL CODE.) THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE (619) 204 4903 (PHONE NUMBER) 1. THIS PLAN SUPERSEDES ALL OT/-IER PLANS PREVIOUSLY APPROVED BY fr/E CITY ANO /RR/CATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 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 ( JAMES DRIVE PORTION) 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF fr/E SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BU/LO/NG DEVICES WHEN RAIN IS EMINENT. NOTES & DETAILS STANO ARDS OR OTf-lER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER 3. FOR PROJECTS COVERED BY STA TE SWPPP /WOID, IN ACCORDANCE WITH THE CONSTRUCTION PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL AREAS THE PIPE WILL BE PLUGGED WI TH CONCRETE OR REMOVED AS APPROVED BY ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE REVISE Tf-lESE PLANS WHEN NON-CONFORMANCE /5 DISCOVERED. THE CITY ENGINEER. QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDA TEO SITE CONDITIONS OF THE PROJECT. WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFF/CIEN TL Y THE UPOA TEO WPC PLAN AND UPOA TEO SWPPP SHALL BE KEPT AT THE PROJECT SITE ANO I 1'"1,if WORK TO BE DONE 0/SCOVEREO OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY Af-lEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS MAO£ AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE '1f?,1 , SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED ORIGINAL APPROVED SWPPP SHALL BE PROV/OED TO ADDRESS SITE CONDITIONS NOT CJr THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL curs ANO FILLS, 4. A RIGHT-OF -WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK. ANTIC/PA TEO. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE ,1 v< REMEDIAL GRADING, ORA/NACE FACILITIES, EROSION CONTROL FACILITIES, ANO WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER ANO THE CITY PLANTING OF PERMANENT LANDSCAPING AND PREPARA T/ON OF AS-BUILT GRADING PLANS, 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) \ },<C 7'v CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE AT INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. ~~s ~ AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE FACILITIES AND SHALL COORD/NA TE THE WORK WITH A COMPANY REPRESENTATIVE. §}' <t OF PLANS ANO THE CITY STANDARDS, PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 1:-AND ORDINANCES CITED ON THESE PLANS. OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST UNDERGROUND SERVICE ALERT (800)422-4133 5. THE CONTRACTOR SHALL INSTALL AOOITIONAL EROSION CONTROL MEASURES AS MAY BE ~ Q.T THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING HAVE A RA TING OF "A-" OR BETTER ANO A SIZE CATEGORY OF CLASS VII SDG&E (800)411-7343 REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR ~ DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GU/OE. AT&T (800)892-0123 UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. -\ \'<J,I' 't (/ ENGINEER. TIME WARNER CABLE (760]438-7741 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO <qi ~ 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM COX COMMUN/CA TIDNS (619 262-1122 PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A \J) 1. CARLSBAD MUNICIPAL CODE THE CITY AND OTHER APPROPRIATE AGENCIES. CITY OF CARLSBAO(STREETS & STORM DRAIN) (760)434-2980 HAZARDOUS CONDITION. PROPOSED <qi 7. APPROVAL OF THESE PLANS BY Tf-1£ CITY ENGINEER DOES NOT AUTHORIZE ANY 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP ANO/OR 2. CITY OF CARLSBAD ENGINEERING STANDARDS WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION *SAN 0/EGU/TO WATER DISTRICT (760)633-2650 EROSION CONTROL PLAN SHALL BE INCORPORA TEO HEREON. STE HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 'LEUCADIA WASTEWATER OJ STRICT (760)753-0155 GRADED AREAS AROUNO THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF 3. THIS SET OF PLANS *VALLECITOS WATER DISTRICT (760) 7 44-0460 8. \ \''1'-' 12/7/16 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL SLOP[ AT THE CONCLUSION OF EACH WORKING DAY. 4. RESOLUTION NO. 6540, 6541, 6542, 6543, 7214, 7215, 7216 DATED OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE 'OLIVENHAIN WATER DISTRICT (760)753-6466 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT Tf-lE ENO OF EACf-1 APPROPRIATE SHEET OF THE PLANS ANO Tl-IE TITLE SHEET. 'BUENA SAN/TA TION DISTRICT (760)726-1340 x1330 WORKING OA Y WHEN THE FIVE (5) OA Y RAIN PROBABILITY FORECAST EXCEEDS FORTY \''<\~ 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN *AS APPROPRIATE o.0 Q;: BOOK). 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING PERCENT ( 40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. c0';:,; 0 SIGNED BY THE CITY ENGINEER. 33. PERMIT COMPLIANCE REQUIREMENTS: 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 0 '5z 6. SOILS REPORT AND RECOMMENOA TIONS BY CTE, INC. OATEO 11 f.9f.16 A. FOR CONTROLLED GRADING -Tl-IE APPLICANT HIRES A Cl VIL ENGINEER, 2: 10. THE ORIGINAL ORA WING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS AND/OR 11. SHOULD GERM/NATION OF HYDROSEEDEO SLOPES FAIL TO PROV/OE EFFECTIVE COVERAGE '( < THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MODIFIED BY SOILS ENGINEER, GEOLOGIST TO GIVE TECHNICAL ADVICE, _, '-f)-0 7. BY Tl-IE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY Tf-I£ OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE 7: 0 ui OBSERVE AND CONTROL THE WORK IN PROGRESS [15.16.120 A.BJ STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WIT/-/ SECTION 35. 023 OF THE ('.) (' ;o,;;; THE CITY OF CARLSBAD STANDARDS. CITY. CARLSBAD MUNICIPAL CODE. 'i: <'.)1' 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING STATE OF CALIFORNIA. DATED AUGUST 18. 2016 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE --9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED 3,t'_18,t'_2009, CT 08-06 OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS ANO (C) COMPACTION PROJECT INSPECTOR [15.16.120 A.10} CARLSBAD MUNICIPAL CODE: TEMPORARY EROSION CONTROL \ CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF (1) PLANTING AND IRRIGATION 0 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN Tl-IE FIELD OF APPLIED SOILS FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL VICINITY MAP BY TERRAMAR ENGINEERING DA TEO 3f.31/16 SW NO. GRADING 15 COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING 16-326 MECHANICS. THE SOILS REPORT WILL BE SUBMI TTEO TO THE Cl TY ENGINEERING ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE W0/0 NO. 9 370378.320 INSPECTOR WITHIN TWO WORKING OA YS OF THE COMPLETION OF FIELD TESTS. AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE NTS 11. STORM WATER MANAGEMENT PLAN PREPARED 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VER/FICA TION REGARDING LETTER FROM CITY ENGINEERING DEPARTMENT). SPECIF/CATIONS ANO THE FOLLOWING: BY TERRAMAR ENGINEERING DA TEO 12121116 SWMP NO. 16-28 ADHERENCE TO RECOMMENOA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED (2) AS-BUILT GRADING PLAN. A. H YDROSEEOING SHALL BE APPLIED TO: LEGAL DESCRIPTION 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF Tl-IE (3) REPORT FROM THE SOILS ENGINEER, Wf-1/CH INCLUDES THEY ARE: REAL PROPERTY IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, CAL TRANS CONSTRUCTION SITE BMP MANUAL. STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN Tf-1£ EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF PUBLIC WALL OR STREET. ADDITIONAL NOTES ACCORDANCE WITH THE Cl TY OF CARLSBAD STANDARD SPECIF/CATIONS ANO THE FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. LOTS 1 THROUGH 3, INCLUSIVE ANO REMAINDER PARCEL OF " EAR TH WORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE 1. -/JND!,RGIW/JNDING-cQ~f;;Xf""TIN/J.aaOV/i;RH&AO-IJ-T/iJTl~S.a/$..R/i;QIJIRJ;;O-/:iRIOR-HJ--l$$1JANCf;;..QJ;; GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND 2. AREAS GRADED FLATTER THAN 6: 1 Wf-lEN ANY OF Tl-IE FOLLOWING CONDITIONS CARLSBAD TRACT CT 08-06-01, IN THE CITY OF CARLSBAD, A-Bt!/1'.EJ/NfJ-PERMl'F-Te-5'A-T/5F'f-6fJNEJFTifJN-#4-5-fJF-RE-SfJl.:U·T/0N-N0:--65+1--INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE EXIST: PROJECT INSPECTOR. RECOMMENOA TIONS OUTLINED IN THE PRELIMINARY SOILS REPORT NOT SCf-lEDULEO FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP 2. ANY PROPOSED CHANGES TO DRAINAGE FACILITIES OUR/NG CONSTRUCTION SHALL CAUSE ANO ANY SUPPLEMENTS Tf-/ERETO. a. THEREOF NO 16021, FILED IN THE OFFICE OF THE COUNTY RECORDER THE DEVELOPER TO SUBMIT A CONSTRUCTION CHANGE TO THE CITY'S ENC/NEERING 14. A PRECONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE LANDSCAPING) WITHIN 60 OA YS OF ROUGH GRADING. BEGl/Y./Y.l/Y.G. QE. WQ/i'II'. /J/Y.Q Sl-llll I BE !J[IFNQFfJ Bl'. ll11 /i'FP/i'ESFN TA [I \!ES (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE b. IOENTIFIEO BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY OF SAN DIEGO COUNTY, APRIL 13, 2015. DIVISION. RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER CITY. VISIBLE TO THE PUBLIC. APNS: 207-130-75-00 (LOTS 1 THROUGH 3) & 207-1.30-78-00 ASPECTS OF THE WQRK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION ONE (1) C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER MEETING BY CALLING THE INSPECTION LINE AT (760) 4.38-3891 AT LEAST FIVE(5) .34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN THAT WARRANTS IMMEDIATE TREATMENT. (NOT A PART) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN BE YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED B. HYOROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE TO BE RESUBMI TTEO FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR CRITERIA: POST-CONSTRUCTION BMP TABLE PRECONSTRUCTION MEETING. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO ANY SUCH RECHECK. 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO THAT ARE: PROJECT ADDRESS SCHEDULING. THE GRADING PERMIT WILL BE PROV/OED BY THE PROJECT INSPECTOR 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS a. THREE TO EIGHT FEET IN HEIGi-iT SHALL BE /RR/GA TED BY HAND 3980 HIGHLAND DR. STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMOOIF/CA TION? AT THE MEETING. CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL 15. Al I INSPE.C.TIQ/Y. Ei.E.QIJESTS OTHER THAN FQR PR[CQNS.TRUC.TIQ/Y. MEETI/Y.G Wll l 8[ WASTEWATER DISCf-lARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% CARLSBAD, CA 92008 ~ STANDARD STORMWATER REQUIREMENTS ~ YES (SEE SWMP FOR OOCUMENTA TION) M/ll2E B.l'. C.ill 11/Y.G. ll-lE FNG.1/YFFR//Y.G. 2'1-tlQll/i' 1/Y. SP [C_ II 01'1_ 8.EQIIES_I 11/Y.E /JI SATISFACTION OF THE CITY ENGINEER. COVERAGE. PRIORITY PROJECT REQUIREMENTS NO (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. b. GREATER THAN 8 FEET IN HEIGi-iT SHALL BE WATERED BY A DEVELOPER ON Tf-1£ DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE "DECLARATION OF RESPONSIBLE CHARGE" CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER f-lEAOS NAME: VECK INVESTMENT PROPERTIES THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER PROVIDING 100% COVERAGE. TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK OA YS LATER. I HEREBY DECLARE Tl-IA T I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I ADDRESS: 3276 HIGHLAND OR, CARLSBAD, CA 92008 AGREEMENT FREQUENCY HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/CA TED AS APPROVED BY THE CITY 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS COO£, AND THAT THE DESIGN IS ENGINEER, PRIOR TO H YOROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED (619) 204-4903 PRIVATE PROJECT CC&Rs DETAIL 1 N/A-5/TE DESIGN SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING PHONE NO.: TW-10 MAGNOLIA TREE CONSISTENT WITH CURRENT STANDARDS. SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SHEET 2 BMPs SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, I UNOERSTANO SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE £LEMEN TS OF THE DETAIL 1 N/A-5/TE DESIGN STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS. THAT THE CHECK OF PROJECT ORA WINGS ANO SPECIF/CATIONS BY THE THE PROPOSED SYSTEM. TW-5 SAMBUCUS TREE PRIVATE PROJECT CC&Rs CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY CONTACTS SHEET 2 BMPs 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING RESPONSIBILITIES FOR PROJECT DESIGN. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH. OWNER GEOTECH THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE FIRM: TERRAMAR ENGINEERING C. HYDROSEEOINC MIX SHALL CONSIST OF ALL OF THE FOLLOWING: OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE 2888 LOKER A VE EAST, !f..303 1. SEED MIX SHALL CONSIST OF NO LESS THAN: ELIZABET/-/ TEMPLE AARON J. BEEB Y ADDRESS: EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INST ALLA T/ON CARLSBAD, CA 92010 a. 20 lbs. PER ACRE OF ROSE CLOVER VECK INVESTMENT PROPERTIES CONSTRUCTION TESTING & JAMES DR PORTION AREAS THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR CITY, STATE: b. 20 lbs. PER ACRE OF ZORRO FESCUE 3276 H/Gf-lLANO DR ENGINEERING INC. EARTHWORK QUANTITIES MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED TELEPHONE: (760) 60.3-1900 c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA CARLSBAD, CA 92008 1441 MONTIEL RD, STE 115 TOTAL LOT AREA = 22,515 SF (LOT 1 + 2 + 3) AGENCY PRIOR TO EXCAVATION. IF TH[_ PLAN VARIES FROM Tf-lE SHORING S_YSTEM BY: PHILLIP J. PATAGUE DATE: .3,/_31,/_16 d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA ELIZABETHTEMPLE©GMAIL.COM ESCONDIDO, CA 92026 22,515 SF LOT 1 LOT 2 STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 (NAME OF ENGINEER) J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) TOTAL DISTURBED AREA = e. (760) 746-4955 CALIFORNIA AOMINISTRA TIVE COO£. THE PLAN SHALL BE PREPARED BY A R.C.E. NO.: C 84169 f. 1 /2 lb. PER ACRE OF 0/MORP/-IOLECA (619) 204-4903 (THIS AREA INCLUDES BUT IS NOT LIM/TEO TO CUT: 243 CY CUT: 239 CY REGISTERED ENGINEER AT Tf-1£ CONTRACTORS EXPENSE. A COPY OF THE OSHA 9,/_30,/_17 g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS 35 73 EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO REGISTRATION EXP/RATION OA TE: LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE ARCHITECT LANDSCAPE ARCHITECT ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE FILL: CY FILL: CY EXCAVATION. ENGINEER'S FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. AND EQUIPMENT STAGING AREAS, CONSTRUCTION IMPORT: 0 CY IMPORT: 0 CY SOILS CERTIFICATE JAMES CHINN DARCY BRANDON WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WI TH A OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING I, DAN T. MA TH, RP£ , A REC/STEREO (CIVIL/ NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING DESIGN BUILD PARTNERS INC DARCY BRANDON LANDSCAPE TRENCHES, BACKFILL CUTS ANO SLOPE KEYWA YS) EXPORT: 208 CY EXPORT: 166 CY PERMIT WELL IN AO VANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS. GEOTECHNICAL) ENGINEER OF Tf-lE STA TE OF CALIFORNIA, PR/NC/PALLY DOING OR BROADCASTING BEFORE HYOROSEEDING. 2120 JIMMY DURANTE BLVD #144 7980 PASEO ALISO TOTAL REPLACED IMPERVIOUS AREA = 0 SF 0 0 REMEDIAL: CY REMEDIAL: CY 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY Tl-IA T i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN DEL MAR, CA 92014 CARLSBAD, CA 92009 TOTAL PROPOSED IMPERVIOUS AREA = 12,028 SF DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY ANO THE A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF JAMESCHINN400@GMAIL. COM (760) 803-1920 PERMITTEE WILL NOTIFY THE Cl TY ENGINEER. OPERATIONS WILL NOT RESTART SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN Tl-IE DATES OF FOOD AND A GR/CULTURE CERT/FICA TION TAG A TTACHEO TO, OR LOT 3 JAMES DR TOTAL UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY SEPTEMBER 2.3 , 20 16 AND OCTOBER 11, 201fi__. TWO PRINTED ON SAID CONTAINERS. (858) 755-5863 299 781 CY ENGINEER TO DO SO. COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDEO TO THE CUT: CY CUT: 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING RECOMMENDATIONS, HAS BEEN SUBMITTED TO Tl-IE OFFICE OF THE CITY HYOROSEED SLURRY AT THE 0/SCRETION OF THE CONTRACTOR. FILL: 92 CY FILL: 200 CY WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, ENGINEER. c:7 ~ ~ 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. IMPORT: 0 CY IMPORT: 0 CY EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TED . 11',ofESS/~ SIGNED: -~ -TYPE 6 MULCH (STRAW) MAY BE SUBS Tl TU TEO, ALL OR PART, FOR GRADING EQUIPMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 7: 00 A.M. ANO @ ·1-, T •· .. HYORAULICALL Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE EXPORT: 207 CY EXPORT: 581 CY 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING '<1. ,.__'J,. . 41 '4., G.E./P.E. NO.: 2665 ANCHORED TO THE SLOPE BY MECH AN/CALLY PUNCHING NO LESS THAN 50% OF 0 0 CY OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR f-lOLIOA YS. (A LIST OF CITY t ... ~ "'1'.,;.Q Tf-I£ STRAW IN TO THE SOIL. REMEDIAL: CY REMEDIAL: :) "{' " . -3-Z7-l7 HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 0 ,:, No,2665 :io "le, DATE: 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SHEET INDEX ii! EXPJ2/J1/lo !I) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE LICENSE EXP/RATION DA TE: SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. SHEET DESCRIPTION NO. CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF ·ji 'G'l,;r: -~.,,, Jj. 12,t'_31 /18 D. AREAS TO BE H YOROSEEDED SHALL BE PREPARED PRIOR TO H YOROSEEDING BY: "1-0,ES§.lofl1 "AS BUIL T 11 .J'1 Or£cH\\,~ -.i>'t-~ /-/ J 4 WORK. 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF: ,S, ~p1J-('1; COVER 1 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL ~FCAll~Q'f' OWNER'S CERTIFICATE a. TRACK WALKING SLOPES STEEPER THAN 6: 1 ~ _-.;.V ~-~ BE ¼ -~ ~...-; C'.:-~ KEY MAP & DETAILS 2 DEPOSITED AT, A SITE APPROVED BY THE CITY ENC/NEER. THE b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY c.:i q_ . -. .n rn CONTRACTOR I ( WE) f-lEREBY CERTIFY Tf-lA T A REGISTERED SOILS ENGINEER OR ~ UNDERGROUND 7 0c B4169 "' SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL FRIABLE. LOT 1 GRADING PLAN 3 ROUTES OR ADJACFNT STREETS AS A RESULT OF THE GRADING OPERA T/ON. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ~% SERVICE ALERT * ~XP. 09/30~ * GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF C. LOT 2 GRADING PLAN 4 RCE EXP. DATE ABOVE. ,s, CIVIL ~ 23. BRUS/-/ SHALL BE REMOVED ONLY W/Tf-1/N THE AREA TO BE GRADED. NO TREES ARE THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-CALL: TOLL FREE ~ ~* TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1-800-422-4133 l-1, OF CALl<O LOT 3 GRADING PLAN 5 REV!Ev/ED BY• 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF (QSP) /-/AS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROV/OE A DAMP SINGLE-SHEET BMP PLAN BUT NOT SATURATED SEED BED. /WO WORKING DAYS 6 WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND 8£FOR£ YOU DIG MINIMUM ONE PERCENT SLOPE. MUNICIPAL PERMIT, LA TEST VERSION. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING PLOT DATE: 1/5/2017 * : ATTACHMENT COVERING SALINE SOILS TO PROV/OED VIABLE CONDITIONS FOR INSPECTOR DATE 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF 5/2-"8 /11 GROWTH. EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED Vl,w/A,,°t,\......, Zl,i.,1 I ,1,, _, I SH;ET I CITY OF CARLSBAD I SH6TS I E. HYDROSEEOEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 0 .. ., I ' ELIZABETH TEMPLE DATE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEOING IS THE ENGINEERING DEPARTMENT 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS SURFACE AND CROSS SECTION. THE SI TE SHALL BE LEFT IN A NEAT AND SOURCE OF TOPOGRAPHY RELEASED. COVER FOR: PRECISE GRADING PLAN ORDERLY CONDITION. ALL STONES, ROOTS OF/ OTHER DEBRIS Sf-lALL BE REMOVED HIGHLAND JAMES SUBDIVISION AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY HAND 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEDEO TOPOGRAPHY METHODS FROM INFORMA T/ON GATHERED ON JAN 27, (JAMES DRIVE PORTION) WITHIN TEN (10) OA YS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE 20 ill!.._ BY AQUA TERRA ENGINEERING INC. BENCH MARK 3980 HIGHLAND DR G('l..20llo-ooll AS SHOWN ON THE APPROVED GRADING PLANS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP " CARLSBAD, CA, 92008 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL 5LOPES AND PADS ACCURACY STANDARDS, DESCRIPTION: 2.5" BRASS DISC: "CLSB-121 LS 6215 PER ROS 17271" 'f/21/1e, /JP.R /2\ NEW Plff CATCH BAslN TO/it, PV BJ. IC tUR 6 --5/1/1~ 4-<,.v APPROVED/, / ,I 1// II JASON S. fl};° ERJ;_ AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR LOCATION: BEING A WELL MONUMENT IN THE CENTER OF A IIJI liT CONAl•CTION ,JI ~ l./ 6 lOI THIS PROJECT, DRAWING NO. 483-6L ANO/OR AS DIRECTED BY THE CITY PROJECT LOCATION CUL-OE-SAC AT THE SOUTHEAST END OF SYME OR/VE. 7/,0/11 PTP A.. R/:VISf RET,.JNING, l'~OM JDRSO 1/ll(l"'r' -k'C-, --CITY ENGIN~ER RCE 63912 EXPIRES 9 /30 /18 ' DATE ENGINEER OR PLANNING DIRECTOR. THIS PROJECT 15 LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) RECORDED: MAP # 16021 FILED 4,/_13,/_2015 C,-:tToc.-3 ,-e,-5 . ---- I I 207-130-75-00 THRU 207-130-77-00 ELEVATION: 123.774 DATUM: NGVD 29 OWN BY: ~-IMB PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ¥.C, THE CALIFORNIA COORDINATE INDEX OF T/-1/S PROJECT 15: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: KC CT 08-06 483-68 N 33.15 E -117.33