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HomeMy WebLinkAbout1365 CHESTNUT AVE; ; CB004800; Permit09-10-2001 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carfsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No:CB004800 Building Inspection Request Line (760) 602-2725 1365 CHESTNUT AVCBAD RESDNTL Sub Type: SFD Lot #: 0 $291,339.50 Construction Type: VN 6 Reference #: 1 Structure Type: SFD 5 Bathrooms: 4 NEW SINGLE FAMILY RESIDENCE Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: ISSUED 12/19/2000 JM 09/10/2001 09/10/2001 SFD 3337SF, GAR 636 SF, DK 97 SF.COV ENTRY 178 SFPIan Check*: Applicant: PLEIN BOB 202 2541 STATE STREET CARLSBAD CA 92008 760-729-7964 Owner: Total Fees: $26,385.59 Total Payments To Date: $840.50 Balance Due: $25,545.09 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $1,293.08 Meter Size $0.00 Add'l Reel. Water Con. Fee $840.50 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $29.13 PFF $1,755.00 PFF (CFD Fund) $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $2,400.00 Housing InLieu Fee D5/8 Master Drainage Fee $0.00 Sewer Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $80.00 $1,871.00 $0.00 $5,302.38 $4,894.50 $0.00 $0.00 $432.00 $488.00 $0.00 $203.00 $60.00 $70.00 $0.00 $4,515.00 $0.00 $1,959.00 $193.00 $26,385.59 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. PROJECT INFOBMATION FOR OFFICE USE ONLY PLAN CHECK NO, EST. VAL. Plan Ck. Deposit Validated By Date Address (include Bldg/Suite #)** uc V Business Name (at this address! •' Legal Description'Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #Existing Use V Proposed Use Description of Work SQ. FT.#of Stories # of Bedrooms # of Bathrooms CONTACT PERSON (if different from applicant) Name Address City ;3. APPLICANT Q Contractor Q Agent for Contractor D Owner L~] Agent for Owner State/Zip Telephone #Fax # Name 4. PROPERTY OWNER Address City State/Zip Telephone # — ~WV\ Address City State/Zip TelephoneName 5. CONTRACTOR-COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). Name State License # V <*- G Address License Class City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # 6. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: |~l I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. |*Tfr- I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: • - i I Insurance Company Vc^ 3.VeyT V^V^yt^MKA VV^v^~«. Policy No. J VO C <--^, a-WVV> - CCy Expiration Date *• '-vtv>JV (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 7. OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). [~| |, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). [~1 I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. f~l YES l~lNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number): _^_____ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES |~l NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~l YES l~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES G NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAMESC^Wjay^ Cjjfr4*v ^^jrO^- LENDER.S ADDRESS V^~> U ^ E-V 9, APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period pfJSCMays (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Final Building Inspection APR 2. 3 Dept: Building Engineering Planning CMWD St Lite Fire \ Plan Check#: Date: i '6472272002-, Permit*: CB004800 Permit Type^RtSDNTL Project Name: NEW SINGLE FAMILY RESIDENCE Sub Type: SFD SFD 3337SF, GAR 636 SF, DK 97 SF.COV ENTRY 178 S Address: 1365 CHESTNUT AV Lot: 0 Contact Person: Phone: Sewer Dist: Water Dist: Inspected By: " Inspected By: Inspected By: Date Inspected: Date Inspected: Date Inspected: Approved: Approved: Approved: Disapproved: Disapproved: Disapproved: Comments: Inspection List Permit*: CB004800 Type: RESDNTL SFD Date Inspection Item Inspector Act 05/17/2002 89 05/16/2002 89 05/16/2002 89 05/16/2002 89 04/30/2002 19 04/30/2002 29 04/30/2002 39 04/30/2002 49 01/23/2002 82 01/15/2002 16 01/10/2002 84 01/09/2002 14 01/09/2002 24 01/09/2002 34 01/09/2002 44 01/07/2002 84 12/04/2001 15 11/16/2001 15 10/12/2001 22 10/05/2001 11 10/05/2001 12 10/04/2001 11 09/28/2001 21 09/28/2001 22 09/21/2001 22 Final Combo Final Combo Final Combo Final Combo Final Structural Final Plumbing Final Electrical Final Mechanical Drywall/Ext Lath/Gas Test Insulation Rough Combo Frame/Steel/Bolting/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Rough Combo Roof/Reroof Roof/Reroof Sewer/Water Service Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Underground/Under Floor Sewer/Water Service Sewer/Water Service . - RGB RGB RGB RGB RGB RGB RGB PD RGB RGB RGB RGB RGB RGB RGB PS RGB RGB RGB RGB RGB RGB RGB Rl Rl CA AP we we CO we AP AP AP CO AP CO AP CA AP AP AP AP AP CO AP we AP NEW SINGLE FAMILY RESIDENCE SFD 3337SF, GAR 636 SF, DK 97 SF.COV Comments LATE PM PLEASE DONE ON 5-1 6-02 FINAL - 3 SIGNATURES ARE ON CARD GMR EMR OK TO INSULATE TOO MANY TO LIST PROTECTION OF CABLE AT ATTIC ACCESS OK TO COVER OK TO COVER (TRUSSES NEED TO BE STAMPED) NAILING ON TRIPLE GIRDES MISSING OK TO COVER OK TO POUR MISSING DOWELS ACROSS BOTH GARAGES, ALSO 2 MATS FOR 2 PIERS OK TO COVER Friday, May 17, 2002 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 05/16/2002 Permit* CB004800 Title: NEW SINGLE FAMILY RESIDENCE Description: SFD 3337SF, GAR 636 SF, DK 97 SF.COV ENTRY 178 SF Inspector Assignment: RCB 1365 CHESTNUT AV Lot 0 Type:RESDNTL Sub Type: SFD Job Address: Suite: Location: APPLICANT PLEIN BOB Owner: CHESTNUT HOMES LLC Remarks: LATE PM PLEASE Phone: 7604197879 Inspector: Total Time:Requested By: JOHN LEE Entered By: ROBIN CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment ft?- 3 Associated PCRs Inspection History Date 04/30/2002 04/30/2002 04/30/2002 04/30/2002 01/23/2002 01/15/2002 01/10/2002 01/09/2002 01/09/2002 01/09/2002 01/09/2002 01/07/2002 12/04/2001 11/16/2001 Description 19 29 39 49 82 16 84 14 24 34 44 84 15 15 Final Structural Final Plumbing Final Electrical Final Mechanical Drywall/Ext Lath/Gas Test Insulation Rough Combo Frame/Steel/Bolting/Welding Rough/Topout Rough Electric Rough/Ducts/Dampers Rough Combo Roof/Reroof Roof/Reroof Act we we CO we AP AP AP CO AP CO AP CA AP AP Insp RC RC RC RC RC PD RC RC RC RC RC RC RC PS 10/12/2001 22 Sewer/Water Service AP RC Comments EMR OK TO INSULATE TOO MANY TO LIST PROTECTION OF CABLE AT ATTIC ACCESS OK TO COVER OK TO COVER (TRUSSES NEED TO BE STAMPED) NAILING ON TRIPLE GIRDES MISSING OK TO COVER PACIFIC SOILS ENGINEERING, INC. •" 7715 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111 TELEPHONE: (619) 560-1713 NOTICE OF EXCAVATION INSPECTION ft/is / 3>tWO"RK ORDER MO f/is / >t _ REF. WORK ORDER NO.: OWNER OR CONTRACTOR: DATE INSPECTED:4 zoo/'1TYPE OF EXCAVATIONS: CONTINUOUS FOOTING V SPREAD FOOTING P./ CAISSON..FRICTION PILE SWIMMING POOL_____jLL±rfef HER DESCRIPTION OF EXCAVATIONS COVERED BY THIS NOTICE: OBAD 14 APPROVA. ,• The undersigned has inspected the excavations listed above on the referenced property and same were excavated in accord- ance with our recommendations in the preliminary foundation report and the Building Code of the PACIEJCSGHLSENGINRIN^, INC. 'RV. DISTR: (1) Office '• , ' (2) Inspector • (3) Project : . .. Form 79 •£jt£*tfri'-^ W; ,*38<£'^yS%BW&' '3»S^^3J^«5aii .>^---^^^---?^^^Kr*-^^-'a«^S^'^«K^^o««s»-»*-w DAILY FIELD ENGINEERING REPORT PACIFIC SOILS ENGINEERING, INC. Client;Work Order; Clients Representative:Tract No.Date; /Q/4/Q/ Project Name; $T/lfiw0£/?gt/ Project Location;Weather Conditions: Contractor;Approximate Fill Yardage: Type and Number of Rigs in Operation: Description of Project Activities:/^O/t r Site Visitors / Firm: TECHNICIAN Page /of / HOURS BILLfei) TO PROJECT Field Office For Pacific Soils Engineering, Inc. Received by: dafldrpt.sam EsGil Corporation In Partnership with Government for Building Safety DATE: 03/08/01 a JURISDICTION: Carlsbad <jCf_JURl§ PLAN REVIEWER PLAN CHECK NO.: 00-4800 SET: III a FILE PROJECT ADDRESS: MS. Map #OO-06 Parcel # 2 PROJECT NAME: Pacific View Homes (Plan A & B) f~1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted fora complete recheck. [X] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. [X] The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Hermosa Homes 2541 State St. Suite 202, Carlsbad, CA 92008 The applicant's copy of the check list has been sent to: \~\ Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bob Plein LM. Telephone #: (760) 729-7964 Date contacted: "^fb (by:T^>) Fax #: (760) 729-55t4 MaiU-" Telephone """Fax •—In Person , Lc^>^~\ REMARKS: By: Kal Tumalieh Enclosures: Esgil Corporation D GA D MB D EJ D PC 02/27/01 tmsmtLdot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 *• (858)560-1468 * Fax (858) 560-1576 Carlsbad 00-480O 03/08/01 NOTE: The item numbers listed below refer to the numbers from the previous list. These items have not been adequately addressed. The notes in bold at the end of each item are to emphasize the remaining problem. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). The requested information is not submitted. 2^ Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Section 106.3.3. Are the site block walls part of this permit if so then provide structural calculation and structural details. The requested information is not submitted. Is the site block walls part of this permit ? yes or no. 3. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION The requested information is not submitted. Carlsbad 00-4800 03/08/01 8. Show drains and overflows. Sections 1506.2 and 1506.3. At decks. The requested information is not submitted. Please provide detail and cross reference to plans. See attached detail • MECHANICAL (UNIFORM MECHANICAL CODE) 9. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. Sheet 17 is not found. • STRUCTURAL 12. Please clarify if the soil report is applicable to both Master Map. Lots 5 and 6. Yes or No. 18. Justify the dead load used in design of roof trusses top chords. The requested information is not submitted. 19. Provide truss layout for unit A. It appears that the layout shown on manufacturer roof truss package applies to unit B only. The requested information is not submitted. 20. Project engineer of record to review manufacturer roof truss drawings. To verify that all drag roof trusses have be design adequately. Additional corrections may follow. The requested information is not submitted. Verily the design of all drag trusses. 30. Omit Simpson strong wall at second floor (roof) along grid line ( D ). Simpson strong walls are not approved for on raised floors per (ICBO # PFC- 5485). For units A & B. a) In Seismic Zone 4, aspect ratios are limited to 2:1 for wood shear panels. Table 23-ll-G. For example for second floor shear wall along grid line D.1. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kal Tumalieh at Esgil Corporation. Thank you. EsGil Corporation In Partnership with Government for Building Safety DATE: 05/11/01 JURISDICTION: Carlsbad NREVIEWER PLAN CHECK NO.: 00-4800 SET: III a FILE PROJECT ADDRESS: MS. Map #00-06 Parcel # 2 PROJECT NAME: Pacific View Homes (Plan A 85 B) I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Hermosa Homes The applicant's copy of the check list has been sent to: 2<] Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person X] REMARKS: Please submit another copy of manufacturer roof truss drawings for building elevations (A & B) to CITY. /^c^v/xf^ / ^M ^ ^A, Czfc S0T ~ By: Kal TumaliehcJ/,^ /h&tf Enclosures? f^ fab Jtfc £/~ Esgil Corporation / f /' D GA D MB D EJ D PC LOG / ' trnsmtl.dot P£»^ 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGii Corporation In Partnership with Government for Building Safety DATE: O1/04/01 a APPLICANT CKJURfSX JURISDICTION: Carlsbad aS»tA1TREVIEWER a FILE PLAN CHECK NO.: 00-4800 SET: I PROJECT ADDRESS: MS. Map #00-06 Parcel 2 PROJECT NAME: Chestnuts Homes (Units A & B) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Xj The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 2541 State St. Suite 202, Carlsbad, CA 92008 *f- I Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bob PLC->^ Telephone #: (760) 729-7964 Date contacted: I f5/o\ (by: fo-) Fax #: (^G,e>) 729.G5N, Mail L/Telephonev^x"' Fax v/1n Person REMARKS: By: Kal Tumalieh Enclosures: Esgil Corporation D GA D MB D EJ DPC 12/21/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 •* (858)560-1468 * Fax (858) 560-1576 X'A: Carlsbad 00-4800 01/04/01 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 00-4800 JURISDICTION: Carlsbad PROJECT ADDRESS: MS. Map #00-06 Parcel 2 FLOOR AREA: STORIES: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: O1/04/01 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/21/00 PLAN REVIEWER: Kal Tumalieh FOREWORD (PLEASE READ): ,,^- ~_.jT* This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24), which adopts the following mo&eUcodes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked UP list when you submit the revised plans. Carlsbad OO-48OO 01/04/01 • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: a) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 2. On'the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION * ^3. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 4. Please clarify the size and type of window # 22 at bedroom #1. Is a window or a door? 5. Provide stairway and landing details. Sections 1003.3.3. a) Rise may be 8" maximum and run 9" minimum. 6. Balconies and decks exposed to the weather and sealed underneath shall be sloped a minimum of V* inch per foot for drainage. Section 1402.3. 7. Show drains and overflows. Sections 1506.2 and 1506.3. At decks. ; Carlsbad OO-480O O1/04/O1 8. Garage requires one-hour fire protection on the garage ceiling common to the dwelling. Table 3-B, Section 302.4.a) Provide 2 layers of 1/2" of type "X" Gyp. Boards for TJI floor joists, per ICBO approval (NER 200) for TJI. « MECHANICAL (UNIFORM MECHANICAL CODE) 9. Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. • STRUCTURAL 10. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 11. ^Note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. 12. Specify the slab on grade thickness and reinforcement on plans per soil report. 13. Specify the depth, width and reinforcement of foundation on foundation plan. 14. Show all the required isolated concrete pads on foundation plan. For example at girder truss span. See calculation page 10. 15. Show the design drag loads for all roof drag trusses. . * ^ 16. Justify the dead load used in design of roof trusses top chords. 17. Provide truss layout for unit A. It appears that the layout shown on manufacturer roof truss package applies to unit B only. 18. Project engineer of record to review manufacturer roof truss drawings. To verify that all drag roof trusses have be design adequately. Additional corrections may follow. 19. Cross-reference all calculations to plans. Please number all beams, to allow me to Correctly check structural calculations. For example show where beam (RBM-3) ) occurs on framing plans. .--.'-'•-.. 20. Provide structural calculation for header 4x10 at master bedroom. - Carlsbad OO-4800 01/04/01 21. Specify all required floor joists (TJI) depth and series on framing plans. 22. Provide beam to beam connection detail. Specify the required hangers. For example connection of floor beam FB #1 to FB#2. 23. Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2320.8.5. 24. Please show in the calculations how the redundancy was determined, per Section 1630.1.1. 25. Show all required shear walls on plans. For example show the required second floor(roof) shear walls along grid line ( 2 ). Please coordinate between structural calculations and plans. 26. Verify the length of all shear walls shown on plans. Please coordinate between lengths shown on plans and lengths required by structural calculations. For example for second floor (roof) shear wall along grid line 1 for unit B. 27. "'Provide lateral design for first floor along grid lines 3.1 & 4. 28. Omit Simpson strong wall at second floor (roof) along grid line ( D ). Simpson strong walls are not approved for on raised floors per (ICBO # PFC- 5485). For units A & B. 29. Specify the required A35 spacing for each shear walls type. See section (5/10). 30. Specify the spacing for all stud walls on plans. CITY OF CARLSBAD SPECIAL REQUIREMENTS: 1 Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJI flanges. 2 For gas piping under slabs that serve kitchen island cooktops, see Policy 91-46 for special sleeve and clean-out requirements. 3 New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage , and directly below the most south facing roof (City Ordinance No. 8093). 4 Note "two 3/4" copper pipes must be installed to the most convenient future solar ^ft-:: panel location when the water heater is not in ,ajone story garage and is not-fv ''T^ff: directly below the most south facing roof. (City Ordinance No. 8093). Carlsbad 00-4800 01/04/01 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q . No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kal Tumalieh at Esgil Corporation. Thank you. Carlsbad 00-4800 01/04/01 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Engineers/Architect's Seal & Signature Here Signed 1. List of work requiring special inspection: G Soils Compliance Prior to Foundation Inspection G Field Welding G Structural Concrete Over 2500 PSI G High Strength Bolting G Prestressed Concrete G Expansion/Epoxy Anchors G Structural Masonry G Sprayed-On Fireproofing G Designer Specified G Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site; •'.' Carlsbad 00-4800 01/04/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4800 PREPARED BY: Kal Tumalieh DATE: O1/04/O1 BUILDING ADDRESS: MS. Map #00-06 Parcel 2 BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: VN BUILDING PORTION Dwelling Garage Deck Cov. Entry ^ Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 3337 636 97 178 cb Valuation Multiplier City Est. Bldg. Permit Fee by Ordinance ^ Reg. Mod. VALUE ($) 291,339 291,339 $1,293.08) Plan Check Fee by Ordinance Type of Review: 0 Repetitive Fee Repeats Complete Review D Other D Hourly Structural Only Hour(s)' Esgil Basic Fee 672.40 Esgil Plan Review Fee Repetitive Fee (Each) 168.10 $840.50 $168.10 Comments: Identical to plan check # 00-4799 Sheet 1. of 1 rhacvalue.doc •'. City of Carlsbad *^ V^^^V^M9EH^WV^^^^V^^^^HII^HF^MHBHBi^BHBHH9B^H8BPublic Works — Engineering DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB ~ O 9 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. CA Right-of-Way permit is required prior to construction of the following improvements: O DENIAL By: Please ses/theVattached report of deficiencies marked wjm Dylvlake necessary corrections to plans or specifibatt&ns for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office-for review. By: Date: Date: Date: FOR OFFICIAL USE'ONLY ENGINEERING AUTHORIZATION TO ISSUE, BUILDING PERMIT: Date: ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet 0 Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: • Lots: Recordation: Carlsbad Tract: A-4 CA 920OS|-7314 • (76O) 602-2720 • FAX (760) 602*85©® BUILDING PLANCHECK CHECKLIST ITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: D Arrow ST^Existing & Proposed Structures -C!"Existing Street Improvements -Bf^Property Lines S^Easements xPT^Right-of-Way Width & Adjacent Streets tructures SDriveway widths Q CD 2. Show on site plan: A. - JO* b/M <z$JL xisting or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBE:R DESCRIPTION H:WORD\DOCS\CHKLST\Buildina Plancheck CWst Forni (Generic).Ooc BUILDING PLANCHECK CHECKLIST 1ST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does noj^ompj^ with the fo] Project '" ^ I forEngineering Conditions of D D D 4b. All conditions are in compliance. Date: W Vf &* >7>>A It » ' j _\^i DEDICATION REQUIREMENTS Dedication for all street Rights-bf-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:Date: IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with .the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:\WORD\DOCS\CHKLST\BuikJing PlanOieck Cklsl Form (RIDDLE - HARVEY 7-12-OOj.doc BUILDING PLANCHECK CHECKLIST ST 3rd D checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $280 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. n n n D D Neighborhood Improvement Agreement will include the following: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. n n GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by:Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\DOCS\CHKLST\BuikJing Plancheck Cklst Form (RIDDLE - HARVEY 7-12-00).doc BUILDING PLANCHECK CHECKLIST 1ST D •>ND gRD D 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for:qflh D D D D D D D D D D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11. CfRequired fees are attached Q No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. H:\WORD\DOCS\CHKLS-nBuikJing Planctieck Cklst Form (Generic).doc BUILDING PLANCHECK CHECKLIST 1ST •>ND jRD D D • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water H:\WORD\DOCS\CHKLST\Building Plancheck Cklst Forni (Generlc).doc BUILDING PLANCHECK CHECKLIST ^ ST OND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D D 12c- Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D D 13- Additional Comments: H:\WORD\DOCS\CHKLST\Buildin8 Plancheck Cklst Form (Generic).doc D D ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: * Prepared by: Bldg. Permit No. Checked by:Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: *^)/7.) Sq. Ft./Units: / . Sq. Ft./Units:Types of Use: EDU's: / EDU's: APT CALCULATIONS: List types and square footages for all uses. Types of Use: ^)/""7'^ Sq. Ft./Units: / Sq. Ft./Units:Types of Use: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK3EN.IEU FEE PARK AREA & #: ' ^X'/ y-7(T / /~~7<fr '/ FEE/UNIT: / /0 J X NO. UNITS: ' =$ / ' ^^ ' D 2. TRAFFIC IMPACJ-Feex X FEE/ADT: D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 ADT's/UNITS: X FEE/ADT: DIST. #2 DIST. #3 = $ D 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: D 5. SEWER FEE EDU's: ZONE: X FEE/SQ.FT./UNIT:= $ I D D BENEFIT AREA: EDU's: 6. SEWER LATERAL ($2,500) 7. DRAINAGE FEES "PLDA ACRES: v_-*-^ / "^ X FEE/EDU: -$ 0 ., 'S : HIGH /LOW ^ / / X FEE/AC: =& k ft£&'. D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Misforms\Fee Calculation Worksheet Iof2 Rev. 7/14/00 09/06/2001 16:08 76y60_438 4178 ENG. INSPECTIONS CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT PROJECT PATE- .GRADING PERMIT NO, LOTS REQUESTED FOR RELEASE;_^W}y, N/A = NOT APPLICABLE V = COMPLETE 0 * INCOMPLETE OR UNACCEPTABLE 1st 2nd. 1. Site access to requested tots adequate and togfcaBy grouped. 2. Site erosion control measures adequate. 3. Overall site adequate for health, safety and welfare of pubBc. 4. Letter of request for partial release submitted. 5. 8 y,' X11' site plan (attachment) snowing requested bis submitted. 6. Compaction report from sofls engineer submitted. 7. Engineer of Work certification of work done and pad elevations. 8. Geologic engineer's letter if unusual geologic or subsurface conditions exist x- 9. Fire hydrants within 500 feet of building combustibles and all weather roads access to site. LJ Partial release of grading for the above stated lots is approved for Ihe purpose of buBding permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. LJ Partial release of the site is denied for the following reasons; m Manager Date K\UBRARVUE>Kj\WPDATAMNSI>ECT<FORMS«FAK.T5ITEHlM o oc_raCL PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner Greg Fisher APN: ao^-a IP - Address Phone (760) 602-4629_ Ghegrbnirf /W Type of Project & Use: SPR. Net Project Density: Zoning: {2. \ General Plan: R,LW\ Facilities Management Zone: DU/AC CFD fin/nut) # Circle One Date of participation:Remaining net dev acres: (For non-residential development: Type of land used created by this permit: ) Legend: XJ Item Complete Environmental Review Required: DATE OF COMPLETION: YES Item Incomplete - Needs your action NO TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ' Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO TYPE PASQQ • O Cp DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: II I I Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES NO y? NO If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): • Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst I I Inclusionary Housing Fee required: YES )y NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES V? NO • (A/P/Ds,1 Activity'Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: D < •• * 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. I | 2. Provide legal description of property and assessor's parcel number. H Zoning: wT LJ | | 1 . Setbacks: ' Front: Interior Side: Street Side: Rear: l\ | | 2. Accessory structure \< Front: Interior Side: Street Side: Rear: Structure separation y]\ I I LJ 3. Lot Coverage: Required Required Required Required setbacks: Required Required Required Required : Required Required c#Or Shown ~j~>O ' <&f (j?({ Shown IG? f — Shown — l~~7 f Shown /G,S" * Shown Shown Shown Shown Shown MOVo Shown iq.^Vf} D 4. Height:Required Additional Comments rxc-ed^ <9Q Shown PI 5. Parking: Spaces Required Si C-fl^ Shown Guest Spaces Required -' Shown \r\V-orvor OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BldgPlnchkRevChklst ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 JOB NO.BYj DATE / SH. _ OF fo A 2 -«/ ADRIANA DRAGUS CONSULTING &&$\&£i STRUCTURAL ENGINEERING D/S^H F ! <^ 2661 BRIGHTON RD., CARLSBAD, CA. 92008 PH. (760) 434-4067 FAX (760)434-3367 ^33 fS? p V l^fA <= DESIGN CRITERIA Building Code :1997 $£,& p*=> ^ JOB N0 2<2_^ ' BY A^5 DATE 7 " 2-f -^^ ^A. ^"2,0 8>3 Foundation Soil :2000psf per soil report Concrete :2500 psi Concrete Block :ASTM C90, GRADE N Reinforcing Steel : ASTM A61 5-40 or A61 5-60 as noted F^^*"*''"!— J Structural Steel :ASTM A36 Pipe Column : ASTM A53, Grade B Wood Framing Studs :Stud Grade Joists :DF#2 Beams :DF#1 Posts :DF#1 (6x),Stud Grade GLB : 24F-V4 Plywood : P.S. 1-85 Exterior Gli DESIGN LOADS Lateral Wind : ( Ce)( Cq)(qs)( I) Seismic : ZICa/R ROOF K^f? iuj Live Loads 16 Trtf/i (psf) Dead Loads R/FIr Finish 14 H Insulation 1.5 — Sheathing 1.5 '•? Jsts / trusses wf" *- 4.5 %.. <? Bott. 3 Misc. 1.5 D.L(psf) 26 }% T.L.(p«f) 42 ^ \ Msaf" _^*^ — i^5g«^.fx^^i^^ yJI^WM^^%//s/^ *: ^(M NO. C 04.5164 \ \ FXP *}/£*&- ( ] \r/ffi~~/% ^****" i—.. i »^**^ «4^ */-^ 18.5 PSF 0.293 FLOOR DECK *»'F 40 60 4 6 1.5 3 3 3.5 3.5 3 8 1.5 1.5 16.5 22 56.5 82 J-JoTi?/ VQfts -fcyp.£4l*-ft'& "TTl'^'^i ^T c?C "TTlx/C^ •* 4,^ |>Sft ^JAfJc/^^j-cTT 'vthfr-t-C pA.-^V/lO^' ^l" 0£ T1fV'£.^ i j f>T'P'y mi ADRIANA DRAGUS CONSULTING STRUCTURAL ENOINEERINO 2861 BRIGHTON RD. CARLSBAD. CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 I &<^ SH. i OF GTI 2 ^ ' ADRIANA DRAGUS CONSULTING STRUCTURAL ENOINEERINO 2861 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3387 JOB NO. _ BY A"O DATE 7- SH. 2_ OF J7 47.1, U/rz. ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2681 BRIGHTON RO. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 JOBNO. DATE SH.4- ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX f760) 434-3387 ociJ p-, c. JOB NO. BY DATE ~- SH. ^_ OF "?• f J ~1 ' ' ADRIANA ORAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4087 FAX (760) 434-3367 [2. <=^ i p ' p, C- Fta.K-1 i T £ , u- JOB NO f BY A"!^? DATE 7-z¥- SH. .£? OF ADRIANA DRAGUS CONSULTING STRUCTURAL ENOINEERINO 2661 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 p^<^i RC JOB NO. BY _ DATE SH.J3 OF . i ..h V) 4</'- fi ' " M< 4-x ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3387 CS pA-tfL-t ' C- JOB NO. BY /r DATE 7- SH. [ OF J "1 4- 16.x A + 'i M [>/s-f?4-ftAU/*0£J /. 8*1 -5 - ADRIANA DRAGUS CONSULTING STRUCTURAL ENOINEERINO 2661 BRIGHTON RD. CARLSBAD. CA. 92008 PH (760) 434-4067 FAX (760) 434-3387 / o G>J 7=^. (2. -rt =? O. 4x Q, (JfL -- 41 S r * F A JOB NO BY DATE SH. ]OF _ \] A ' ADRIANA DRAGUS CONSULTING p.6T*>| O£~U C£ p,^ JOB NO. STRUCTURAL ENGINEERING ^> £^ C^P^ C- BY 2661 BRIGHTON RD. CARLSBAD, CA. 92008 DATE 7-1*1-00 PH (760) 434-4067 FAX (760) 434-3367 SH. Jl OF V R. ,5T - ^. S b-= • •• ' "• • H ^ Ujfg^ 'Z^i- p^p ^ 0,-Lf]~*>-~ 1&( & ^ It? b AT PtxfZ- frSL*- np*>F-* aWZ-e. 4. P. 4- . - - F x ADRIANA DRAGUS CONSULTING STRUCTURAL ENOINEER1NO 2661 BRIGHTON RO. CARLSBAD. CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 p JOB NO. <" DATE 7' SH.J2-OFJ7 ADRIANA DRAGUS CONSULTING STRUCTURAL ENOINEERINO 2861 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3367 JOB NO. BY_/ DATE 7- , ^ 7. 3 13 CO e*g C* LJ _J ID OLd Xu LJXt/0 >X E o:u uo CO (U (V ffl £;£ in u CO CO ^of (0 u fr. (U u CU p Iftl 00 p> au coug CO SO ru S§ I s 2a U CXI o » •5 5 « ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD. CA. 92008 PH (760) 434-4067 FAX (760) 434-3387 _-~ JOBNO. BY DATE *; ;£.. * CO p- F ' " " 1.7 •2. . $ -• Z,° -A5T - ^r.sr ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RO. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3387 JOB NO. BY /fr>) DATE /g 8.0 / *.4 7, to ad. ADRIANA DRAGUS CONSULTING STRUCTURAL ENOINEERINO 2661 BRIGHTON RD. CARLSBAD, CA. 92008 PH (760) 434-4067 FAX (760) 434-3387 JOB NO. BY DATE SH. \' 1 y ; ^ v , 1-1 M (Mo-'? lo^ , b ADRIANA DRAGUS CONSULTING STRUCTURAL ENGINEERING 2661 BRIGHTON RD. CARLSBAD. CA. 92008 PH (780) 434-4067 FAX (760) 434-3367 R*3,fr , COMMERCIAL • RESIDENTIAL • ROOM ADDITIONS • •COMPETITIVE PRICES- FREE AND PROMPT ESTIMATES Specializing in roof and floor trusses 847 IIsn3USY STREET ^92054 (760) 722 - 7696 FAX (-d) 722 - 0438 si S S i ~ •£ -o is S> |j .S 5 I ~ tri c £«"°^ c-'S »*H p £E oU, Q, Z o o Ifil 1 S £ g ca CL. cu 3 3 s ac aa. LU z ~ « ., CD £ = ^U. 03 CD U-»—i cn CD cn »—i cc ro nLLJ CDi— cn CD o_»—4 £•"CO ''~ 22 "—' ~ t— g> I-Hu_ u_ T •«». no ^ _l u. LU *<r —l•—'-«rucc<Mcvi-<'-"-<eM-<'31 cc **! a fD tn cj 3T cc cn cj _ _ m s §" c «t;s «if-i a ci> oj H crT £5 ac _LU CO CO CD ii LU <J ''' C_3i— cr> CD cn cn CD •—• *— _ t—CL Li_ O_ CO CD cr ini— ac to if cn .n if s s z ^J ^-' ^_* ^J ^ ^ 85 S I 1 CC fe g « CD lj : 1 ^ i Ii —o. u_ ^ CO ^ ^ CO cci 03 admm 10 ^Q _ ,»— « f— gn _ i >— » 01 — J-^J ct. u- ro OD — i m OD u_ m u_ c_3 LU•—» cr> »—i t— S § S § 2 ti cj to — s s U- UJa s s .0-.8 .O-.E S-.f Campulrus. Inc. Manufacturing • Engineering • Computer Systems WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be instated where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibil- ity for such bracing. 5. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in 'Bracing Wood Trusses. HIB-91", a copy of which will be furnished by CompuTrus upon request GENERAL NOTES, unless otherwise noted: I. Design to support loads as shown. - (2) Design assumes the top and bottom chords to be laterally braced at 2'-0" o.c. and at 12'-0" OJG. respectively. ~" 3. 2x4 Impact bridging or lateral bracing required where shown + +. A. I nstallation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non-corrosive environment and are for 'dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shad be located on both faces of truss, and placed so their center lines coincide with joint center fines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C", see I.C.B.O. R.R. 4211 II. The CompuTrus Net Section Plate is indicated by the prefix *CN'. the designator (18) indicated 18 ga. material is used. All others are 20 ga. General Notes: Bracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing. STRUCTURAL TRUSS INC CERTIFIED INSPECTION IN STRICT ACCORDANCE WITH U.B.C. 2311.6 PREFABRICATED wLrer/m 29017 taEXP. 3/31/03 \K 2g» '£0 5 RSs ' ''"" 2 "*IB S aijffe:e gSSi> »-*• i . S ' H •••i-a- 3.1 oS •••ssii§ «g fe! 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U.1 <M K> in V Al iiui •• "• .sf °-im • * m O I VI co COtilo VI Q «»: «N *q X * • • «oui •^•^- • • uCO co 1 S5 S O <M i „ GEOTECHNICAL FOUNDATION INVESTIGATION CHESTNUT PROPERTY APN 205-210-09-00 CITY OF CARLSBAD, CA For: HERMOSA CONSTRUCTION COMPANY JULY 26, 2000 By: PACIFIC SOILS ENGINEERING, INC. San Diego, CA (Work Order 400739) Work Order 400739 July 26, 2000 TABLE OF CONTENTS Page INTRODUCTION 1 1.0 SCOPE OF WORK 1 2.0 SITE DESCRIPTION 2 3.0 PROPOSED CONSTRUCTION 2 4.0 GEOLOGIC SUMMARY 3 Table A - UBC (1997) Seismic Parameters 4 5.0 SITE PREPARATION AND COMPACTION 4 5.1 Unsuitable Soil Removals 4 5.2 Existing Site Improvements 5 5.3 Grading Compliance 5 5.4 Site Preparation 5 5.5 Removal Excavation Treatment 5 5.6 Building Pad Overexcavation 6 5.7 Compacted Fill Placement 6 5.8 Soil Material Suitability 6 5.9 Soil Expansion Characteristics 6 5.10 Import Soils 7 5.11 Compaction Testing 7 6.0 PRELIMINARY FOUNDATION DESIGN CRITERIA 7 6.10 Preliminary Foundation Design Criteria 7 6.2 Preliminary Conventional Slab-On-Grade Foundation System 8 Table B - Conventional Foundation Design Parameters 6.3 Retaining Walls 8 PACIFIC SOILS ENGINEERING, INC. Work Order 400739 July 26, 2000 TABLE OF CONTENTS cont. Page 6.3.1 Lateral Earth Pressure Coefficients 8 6.3.2 Other Design Considerations 9 6.3.3 Waterproofing and Drainage Systems 9 6.3.4 Other Appurtenances 9 7.0 OTHER DESIGN AND CONSTRUCTION CONSIDERATIONS 9 APPENDIX: REFERENCES LABORATORY ANALYSES PLATE A - UNIFIED SOILS CLASSIFICATION SYSTEM TABLE I - LOGS OF TEST PITS TABLE II - SUMMARY OF LABORATORY TEST DATA PLATES B-1 AND B-2 - DIRECT SHEAR TEST DATA PLATES C-1 THROUGH C-5 - CHEMICAL ANALYSES (By Others) EARTHWORK SPECIFICATIONS PLATES G-1 THROUGH G-11 -GRADING DETAILS POCKET ENCLOSURE: SHEET 1 OF 1 -TENTATIVE PARCEL MAP PACIFIC SOILS ENGINEERING, INC. PACIFIC SOILS ENGINEERING, INC. 7715 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111 TELEPHONE: (858) 560-1713, FAX: (858) 560-0380 HERMOSA CONSTRUCTION COMPANY 2541 State Street - Suite 202 Carlsbad, CA 92008-1964 July 26, 2000 Work Order 400739 Attention: Mr. Bob Plein Subject: Geotechnical Foundation Investigation for the Chestnut Property, APN 205-210-09-00, in the City of Carlsbad, California References: See Appendix Gentlemen: Presented herein is Pacific Soils Engineering, Inc.'s (PSE) geotechnical foundation evaluation for the Chestnut property, APN 205-210-09-00, located in the City of Carlsbad, California. This work was performed in accordance with our proposal dated June 27, 2000 on the authorization of Mr. Bob Plein. The purpose of this investigation is to generally characterize site geotechnical condi- tions as they relate to the proposed construction of four (4) wood frame, residential structures supported by slab-on-grade foundation systems. 1.0 SCOPE OF WORK The following scope of work has been performed during PSE's investigation. 0 Review of published maps and geologic literature. 0 Mark-out and coordination of underground service alert. 0 Excavation, logging and sampling of three (3) exploratory test pits, exca- vated with a John Deere 31OE backhoe with 24 inch bucket (Table I). CORPORATE HEADQUARTERS LOS ANGELES COUNTY RIVERSIDE COUNTY SOUTH ORANGE COUNTY TEL: (714) 220-0770 TEL: (310) 325-7272 or (323) 775-6771 TEL: (909) 676-8195 TEL: (714) 730-2122 FAX: (714) 220-9589 FAX: (714) 220-9589 FAX: (909) 676-1879 FAX: (714) 730-5191 Work Order 400739 Page 2 July 26, 2000 0 Laboratory testing and analyses of bulk samples consisting of: 1) hy- drometer analysis (Table II); 2) remolded direct shears (Table II and Plates B-1 and B-2); 3) compaction characteristics (Table II); 4) expan- sion index (Table II); and 5) chemical/resistivity testing (Plates C-1 through C-5). 0 General discussion of site geology. 0 Limited seismic hazards analysis. 0 Preliminary grading recommendations. 0 Preliminary foundation design recommendations. 0 Preparation of this report and accompanying exhibits summarizing our findings, conclusions and recommendations. 2.0 SITE DESCRIPTION The vacant 1.44 acre parcel is relatively flat with drainage by sheet flow to exist- ing paved streets and associated storm drains. Currently the parcel supports a strawberry farming operation. Existing homes are located to the south, east and west. The intersection of Chestnut Avenue and Spanish Way form the north boundary (Sheet 1). 3.0 PROPOSED CONSTRUCTION It is assumed that mass grading techniques will be utilized to create building pads, driveways and surface drainage improvements for support of four (4) resi- dential structures to the grades reflected on enclosed Sheet 1 of 1. It is expected that design cut/fill volumes will entail approximately 3,400 cubic yards of material. It is also understood that the proposed residential wood frame structures will be PACIFIC SOILS ENGINEERING, INC. Work Order 400739 Page 3 July 26, 2000 supported by a slab-on-grade foundation system with shallow foundation ele- ments. Foundation plans should be reviewed for conformance to PSE's recom- mendations prior to construction. 4.0 GEOLOGIC SUMMARY Although no existing site specific proprietary geotechnical reports were available for PSE's review, published data (Tan and Kennedy, 1996) indicates the site is underlain by terrace deposits of the Quaternary-age Lindavista Formation. Typi- cally, the Lindavista Formation consists of brown to reddish brown, silty to clayey sands. Tan and Kennedy indicates Santiago Formation cropping out one-half (0.5) of a mile southwest of the site at the Agua Hedionda Lagoon and it is likely that Santiago bedrock underlies the site at depth. Review of the regional geologic information indicates the absence of faulting within/or in immediate proximity of the site. The trace of the Rose Canyon fault is located approximately eight (8) kilometers southwest of the parcel. Owing to the dense character of the Lindavista and underlying Santiago Formation, liquefac- tion potential is very low. Ground shaking from large seismic events generated along offsite faults is possible, as with most areas in the seismically active south- ern California area. For structural design purposes, the parameters presented in Table A should utilized for post-graded lots. The site occurs in seismic zone 4, and therefore the seismic zone factor "Z" is 0.4. These parameters are meant to be consistent with UBC (1997). PACIFIC SOILS ENGINEERING, INC. Work Order 400739 July 26, 2000 Page 4 TABLE A UBC (1997) Seismic Parameters Soil Profile Type Ca Cv Na Nv Sc 0.40Na 0.56NV 1.0 1.1 Groundwater was not encountered at the time of PSE's subsurface investigation. It is considered unlikely that groundwater will be encountered during grading op- erations or building construction. It is possible that landscape and/or seasonal rainwater will perch over the relatively dense, Lindavista Formation. Based on PSE's general experience, the proposed three (3) foot cap is typically sufficient to allow for mitigation of nuisance water conditions. However, if perched conditions develop near finish grade surface, additional measures, such as the combination of area drains and/or French drains, may be required. 5.0 SITE PREPARATION AND COMPACTION 5.1 Unsuitable Soil Removals As a general guideline, removals will likely be on the order of three (3) feet and should be accomplished over the entire site. Localized areas may re- quire deeper removals and will depend upon conditions encountered dur- ing grading operations. Removal and recompaction should be accomplished for the three backhoe trenches (TP-1 through TP-3) excavated for this study. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 Page 5 July 26, 2000 5.2 Existing Site Improvements To the best of PSE's knowledge, existing underground improvements do not exist within the proposed building envelopes. Underground utility im- provements may exist on the site along Chestnut Avenue. Additionally, residential structures exist on three sides of the subject lot. Given the proximity of the adjacent structures and improvements, care should be taken during grading operations. Accordingly, it should be the contractor's responsibility to protect adjacent improvements in these areas during grading and building construction. 5.3 Grading Compliance Grading should conform to the grading ordinance of the City of Carlsbad and the attached PSE earthwork specifications. Field observations will be required during grading by qualified geotechnical personnel. This should include full time observation and testing of fill soil placement by field tech- nician^) and periodic observation by the soil engineer. 5.4 Site Preparation Prior to grading, the site must be stripped and cleared of existing vegeta- tion, trash, debris and other deleterious materials. These materials should be removed and wasted offsite. 5.5 Removal Excavation Treatment Once removals are completed, the removal excavations should be mois- ture conditioned to optimum moisture or slightly above (ASTM:D 1557-91) and compacted to a minimum of 90 percent relative compaction, prior to placement of compacted fill. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 Page 6 July 26, 2000 5.6 Building Pad Overexcavation Where design grades and/or remedial grading creates a cut/fill transition on a building pad, the cut and shallow fill portions of the pad shall be overexcavated to provide a minimum compacted fill thickness of three (3) feet. Additionally, the undercut shall slope away from the pad a minimum of one (1) percent toward deeper fill areas in order to mitigate perching of subsurface water. 5.7 Compacted Fill Placement Fill should be spread in thin lifts (six to eight inches), the moisture content adjusted to a minimum of optimum moisture or slightly above, and the materials rolled and compacted to a minimum of 90 percent of laboratory maximum density as determined in accordance with ASTM:D 1557-91. Each lift should be treated in a like manner until the desired finish grades are achieved. 5.8 Soil Material Suitability Excavated materials, which are approved by the soil engineer, may be utilized in compacted fill provided that trash, vegetation and other deleteri- ous materials are removed prior to placement. 5.9 Soil Expansion Characteristics The onsite materials are considered to be low expansive in nature. Pre- liminary foundation designs are provided to accommodate this condition. However, as-graded expansive conditions should be confirmed upon completion of grading operations. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 Page 7 July 26, 2000 5.10 Import Soils Import soils, if needed, should have very low to low expansion properties. The soil engineer should be notified at least 48 hours in advance in order to sample, test and approve or disapprove materials from borrow sites. No import materials should be delivered for use on the site without prior approval by the soil engineer. 5.11 Compaction Testing Fill should be tested at the time of placement to ascertain that the required compaction is achieved. 6.0 PRELIMINARY FOUNDATION DESIGN CRITERIA Laboratory testing indicates the existence of onsite materials that are low in ex- pansion potential. Final expansion potential determinations for the subject lots will be dependent on the post-graded soil conditions. For preliminary design purposes, the following conventional slab-on-grade foundation design parame- ters and recommendations are presented. Prior to construction, the foundation plans should be reviewed by PSE. At that time, finalized recommendations/comments will be presented. 6.1 Preliminary Foundation Design Criteria Foundation systems may be preliminarily designed based upon the fol- lowing values. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 Page 8 July 26, 2000 Allowable Bearing: 2000 Ibs./sq.ft. Lateral Bearing: 200 Ibs./sq.ft. at a depth of 12 inches plus 100 Ibs./sq.ft. for each additional 12 inches embedment to a maximum of 2000 Ibs./sq.ft. Sliding Coefficient: 0.35 Settlement: Total = 3/4 inch Differential = 3/8 inch in 20 feet The above values may be increased as allowed by code to resist transient loading conditions, such as wind or seismic. 6.2 Preliminary Conventional Slab-On-Grade Foundation Systems Conventional foundation systems may be preliminarily designed in accor- dance with section 6.1 and Table B. 6.3 Retaining Walls Foundations with retaining walls may be preliminarily designed in accor- dance with recommendations of paragraph 6.1 and the following: 6.3.1 Lateral Earth Pressure Coefficients Level Backfill Ka = 0.31 Kp = 3.25 K0 = 0.47 Equivalent fluid pressures can be calculated utilizing a soil unit weight of y = 125 Ibs./ft.3. PACIFIC SOILS ENGINEERING, INC. Work Order 400739 July 26, 2000 TABLE B CONVENTIONAL FOUNDATION DESIGN PARAMETERS Expansion Potential Soil Category Very Low to Low \ Footing Depth Below Lowest Adjacent Finish Grade One-Story Interior One-Story Exterior Two-Story Interior Two-Story Exterior 12 inches 12 inches 12 inches 18 inches Footinq Width One-Story Two-Story Footinq Reinforcement One-Story Two-Story Slab Thickness Slab Reinforcement Under-Slab Requirement Slab Subqrade Moisture 12 inches 15 inches Two No. 4 rebars, one (1) on top, one (1) on bottom. Two No. 4 rebars, one (1) on top, one (1) on bottom. 4 inches (actual) No. 3 rebar spaced 18 inches on center, each way. 2 inches of clean sand over 10-mil Visqueen, underlain with 2 inches of clean sand. Minimum of 110 percent of optimum moisture prior to placing con- crete. Footinq Embedment Next to Swales and Slopes If exterior footings adjacent to drainage swales are to exist within five (5) feet horizontally of the swale, the footing should be embedded sufficiently to assure embedment below the swale bottom is maintained. Footings adjacent to slopes should be embedded such that at least seven (7) feet is provided horizontally from edge of the footing to the face of the slope. Garaqes A grade beam reinforced continuously with the garage footings shall be constructed across the garage en- trance, tying together the ends of the perimeter footings and between individual spread footings. This grade beam should be embedded at the same depth as the adjacent perimeter footings. A thickened slab, separated by a cold joint from the garage beam, should be provided at the garage entrance. Minimum dimensions of the thickened edge shall be six (6) inches deep. Footing depth, width and reinforcement should be the same as the structure. Slab thickness, reinforcement and under-slab treatment should be the same as the structure. PACIFIC SOILS ENGINEERING, INC. DIRECT SHEAR TESTS REMOLDED @ 90% 4000 -""" -"" 3 vcn, lS\J ,oUU 3 ocn -,-ioU 3 nnn . -,uuu 2 -yen - -,/OU CM " " ,ouu 1^ _Q _ _ — o ncn - - -- -_--. -VOU _ _ _ . _ .. CO ' ~ ~LLJ • :~ ::~ "_: :_ :" r~ 2.UUU CO " ~ --- fY" . -- _~3 * vcn -< 1,»OU __ _ ___UJ __ . _______ _ _ A cnn1,OUU •i oKn -__ _ _ __ _-1 ,ZDU 4 nnn -. --1,UUU yeri _ _1 v\J 1 k cnn --ouu ---- ocn -- - -- - -- --_.OU . k _4| 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS Ibs./ft 2 Silty Sand (Qt) SM symbol boring depth (ft.) symbol boring depth (ft. • TP-1 5.0 m[(B COHESION 0 psf. FRICTION ANGLE 33 degrees DIRECT SHEAR TEST ^JH PACIFIC SOILS ENGINEERING, INC. •"J^i 7715 Convoy Court, S.D.CA 92111 [SifJ (619)560-1713 S21\ W.0. 400739 PLATE B-1 DIRECT SHEAR TESTS REMOLDED @ 90% S vcn - -, f OU ,ouu 3 OKH - -,2oU ,uuu 2 "7Cf\ __ -,/OU CM -- - - - _-_-__ ^ ,ouu — _ __ f) _ _ _ _— o o*;n - ~_ - _-.__ _ _ _ _m 2,z5U _ _ _ , CO • - _ -_ _ _ - __LLI • - "_. II " _ " __ \~ Z,UUUfr - - -__ :; " ;_ _CO . _ -_ fy _~: -t -j en ._•^ 1 ( OUUJ ' _.~ . II__ x cnn -1,OUU •\ ocn -_-1 ,/OU l.UUU 7cn - - -- -C( OU OUU OKn - - - - - - -zou 0 _ :: ; : j j t i r I 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 NORMAL STRESS Ibs./ft 2 Silty Sand (Topsoil) SM symbol boring depth (ft.) symbol boring depth (ft.) • TP-2 1.0 mKIS COHESION 0 psf. FRICTION ANGLE 32 degrees DIRECT SHEAR TEST 55« PACIFIC SOILS ENGINEERING, INC. ^JM 771 5 Convoy Court, S.D.CA 921 11 ^91 (619)560-1713 ^at W.0. 400739 PLATE B-2 07/12/00 WED 15: IS i-AA yuajvuiuib Del Mar Analytical 2B52 Allon AVG.. Ifvlne, CA 92606 101-s £. Cooloy Dr.. Suite A. Colton. CA 92324 16525 Shermjn Way, Suite C-11. Van Nuy;, CA 92^06 9a8d Ctiasapoake Dr.. Sulie 60S. San Dingo. CA 52133 9630 South 5131 St.. Suite B-120, Phoenix. A2 85011 -10J2 FAX (94fl) 261.1J.3S (909) 370-U667 PAX (9<M) 370-1016 (618) 779-1844 PAX (816) 779-16O (619) 60S-9G9S PAX (618! 505-8609 (460) 7&G.C013 FAX (180) 785-0851 LABORATORY REPORT Prepared For:Pacific Soils Engineering, Inc. 7''15 Convoy Court San Diego, CA 92 111 Attention Ron Buckley Project 400739 Sampled: 06/27/00 Received: 06/30/00 Reported: 07/12/00 This laboratory report is confidential and is intended for the sole use of Del Mar Analytical and its client. This enti'e report \vas reviewed and approved Jbfor release. CA ELAP Certificate #1169 AZ DHS License #AZ0062 1 Mar Analytical, Colton eanne Shoulder Project Manager 77/c ru.wlt.-tpcrtaw onfy to the xatripltix tcrtctl in the I tborotcry. This tepun shut' not be rcprvdncsd. exc&pt in full, vilhoul wri(fcn perm :sik>n from Del Mar Analytical. Plate C-1 CJF040K1 of S> Wtu is:i» Del Mar Analytical 2BK Alien Ave.. Irvine, CA 92606 (949) 261-1022 FAX (9d9) 261-1226 1014 E. Cooloy Dr.. Suite A, Colton, CA 92324 (909) 370-1667 FAX (90fl) 370-1016 16525 Stermsn Way. Sulle C-11. Van Nuys. CA 82iOG (818) 778-1644 FAX (618) 776-1843 94D4 Chesapeake Dr., Sutit- 805, San Diego, CA 92123 (619) 505-9596 FAX (619) SOS-=e6S 5530 Souin SKI Si.. Sulle B-120. Phaanix, &Z 8S014 (480) 78S-0043 FAX (480) 765-0651 Pacific Soils Engineering, Inc.7715 Convoy Court San Diego, CA 92111 Attention: Ron Buckley Client Project ID: 400739 Report Numbcv: CIF0401 Sampled: 06/27/00 Received: 06/30/00 Analyte INORGANICS Reporting Sample Dilution Date Date Data Method Batch Limit Result Factor Extracted Analyzed Qualifiers jiH Units pH Units Sample ID: CJF0401-01 (T1>-1@5' - Soil) pH EPA9045C IOG063*; NA mg/kg Sample ID: CJF0401-01 (TP-1@5' - Soil) Chloride EPA 300.0 IOGOS4:: 5.0 Sample ID: CJF0401-01 (TP-1@5* - Soil) Resistivity EPA 120.1 MOD. IOG103S: 700 mg/kg Sample ID: CJF0401-02 (TP-2@1' - Soil) Chloride EPA 300.0 IOG0542 5.0 1 7/6/00 7/6/007.8 mg/kg 15 1 7/5/00 7/5/00 ohms/on ohms/cm 3200 % Sample ID: CJF0401-01 (TP-1@S' - Soil) Soluble Sulfaic EPA 300.0 IOC0541. 0.00050 0.0058 pH Units pH Units Sample ID: CJF0401-02 (TP-2@1' - Soil) pH EPA9045C IOG063t NA 7.5 mg/kg 15 10 7/10/00 7/10/00 1 7/5/00 7/5/00 1 7/6/00 7/6/00 1 7/5/00 7/5/00 H H Del Mar Analytical, Colton Jeanne Shoulder Project Manager Tlte rtsvlls perium nnfy to the samples Kited in I!K laboratory. Ttilx rtpiirt xhvll not be reproduced, cxccpi in full, without \*riitcnpcrm.stlon from Del Mar Analylicai, Plate C-2 CJF040K2 of 5> 07/12/00 WED 15:19 FAX 9093701046 Del MarAnalytica 28S2 Allon Ave.. ir»ino. CA 92606 10i<: E. Cooley Dr.. Suite A, Colton. CA8232"! 16525 Sherman Way. Suite C-n, Van Nuys. CA 9240G 9481 Choaapeake Dr., Suiio 605. San Diegc. CA 92123 9330 Souih 51 si Si.. Suite B-120. Phoenix, AZ 65011 IfcJ UUO (9O) 261-1022 PAX (940) 261-1220 (909) 370-4667 FAX (909! 370-104C (818) 779-1644 FAX (818) 779-13^3 (619) SOS-9596 FAX (619) SOS-968B («0) 785-0043 FAX (480) 765-0851 . Pacific Soils Engineering, Inc. 7715 Convoy Court San Diego, CA 92111 Attention: Ron Buckley Client Project ID: 400739 Report Numbc::: CJF0401 Sampled: 06/27/00 Received: 06730/00 Analytc Method f Sample ID: CJF0401-02 (TP-2@1' - Soil) Resistivity Sample ID: CJF0401-02 (TP-2@1' - Soil) INORGANICS Reporting Sample Dilution Date Date Data Batch Limit Result Factor Extracted Analyzed Qualifiers uhms/cm EPA 120.1 MOD. IOG103.5 700 Soluble Sulfate EPA 300.0 100054!! 0.00050 ohms/cm 3100 0.0048 10 7/10/00 7/10/00 7/5/00 7/5/00 ft Del Mar Analytical, Colton Jeanne Shoulder Project Manager The results pertain only HI the sample} liXtd in ihc laboratory. T!iii report shall not be reproduced, except in full, without written perm saton from M Mar Analytical. Plate C-3 CJF040K3 o/5> 07/12/00 WED 15:19 FAX 9093701046 -»-»-» ror.i-.3y I Del M^r Analytical 2852 Alton Ave,. Irvine. CA 9S606 '0)1. E. Cooley Or,, Suite A. Gallon, CA 92321 16525 Sherman Way. Suite C-11, Van Nuys, CA 9240G 9184 Chssnpeake Of.. Suits BOS, San Dleao, CA 92123 9S30 Soulh sist si.. Saiir 8-120. Pnoenix, A2 8504* (9^9) 261-1022 FAX (919) 2KM226 (909) 370-1667 FAX (SOS) 370-IOdE (818) 778-18" PAX (818) 778-18*3 (619) 50S-959C PAX (619! 505-9062 (480) 785-0043 FAX (48 Pacific Soils Engineering, line. 7 715 Convoy Court San Diego, CA 92111 Attention: Ron Buckley Client Project IE: 400739 Report Number: CJF0401 Sampled: 06/27/00 Received: 06/30/00 INORGANICS Analyte Batch: IOGOS42 Extracted Result 07/OS/OO Blank Analyzed: 07/05/00 (IOG0542-BLK1) Chloride ND Soluble Sulfatc LCS Analyzed: 07/05/00 (IOG6542-BS1) Chloride 45,7 Soluble Sulfcle O.OQ975 Matrix Spike Analyzed: 07/05/f)0 (IOG0542-MS1) 53.39 Chloride Soluble Sullitc Matrix Spike Oup Analyzed: 0 Chloride Soluble Sulfetc ftw Batch: TOG0636 Extracted: 0.0128 Reporting Limit 5.0 0.00050 5.0 0.00050 5.0 0.00050 U:i!ts nig/kg nig/kg ng/kg Spike Level Source %REC Result %REC Limits RPD RPD Limit Data Qualiflen; 50.0 0.0100 91.4 97.5 90-110 00-110 Duplicate Analyzed: 07/06/00 PH Batch: IOG1038 Extracted: 705/00 (IOG0542-MSDI) S2.9 0.0128 (07/06/00 IOC0636-DUP1) 7.80 107/10/00 Duplicate Analyzed: 07/10/00 ( Resistivity Del Mar Analytical, Colton Jeanne Shoulder Project Manager OC1038-DUP1) 3050 5.0 0.00050 NA 700 pll Unite ohi is/cm Source: JJF1020-02 50.0 ND 100 80-120 0.0100 0.0026 102 80-120 Source: IJF1020-02 50.0 ND 99.4 80-120 0.0100 0.0026 102 80-120 Source: CJF0401-01 7.8 Source: 1JGOOIS-01 3000 0.753 0 20 20 1.65 20 The results pertain ontytuihe'umptts leaed in Ific I ihiiruiary. This report shuilnoi tc reproduced except in full, without wiitcn perm, jtlon from Del Mar /inolylical. Plate C-4 CJF040K4 of 5> 07/12/00 WED 15:20 FAX 9093701046 Del Mar Analytical 2852 Alien Ave., Irvine, CA 92606 10U E. Coclay Dr.. Suite A. Collon, CA B232a 16525 Shnrman Way, Sulle C-ll, Vpn Nuye. CA 92i06 9<18<1 Chessoeeke Dr., Su.'in BOS, Ssn Diego, CA 02133 0630 Souin 5l::i Si.. Suite 6-120, Phoenix, A2 8S044 (949) 261-1022 FAX (040) 261-1220 (503) 370-4667 FAX (909) 370-104B (818) 7?9-18« PAX (816) 779-134?. (616) 50J.D506 FAX (619) 505-9680 (480) V8S-0013 FAX (480) 705-0851 Pacific Soils Engineering, Inc. 7715 Convoy Court San Diego, CA 92111 Attention: Ron Buckley Client Project ID: 400739 Report Number." CJF0401 Sampled: 06/27/00 Received: 06/30/00 DATA QUALIFIERS AND DEFINITIONS H Sample analysis performed past method-specified holdiig time. ND Analyte NOT DETECTED at or above the reporting limit or MDL, if MDL is specified. " NR Not reported. RPD Relative Percent Difference Del Mar Analytical, Colton Jeanne Shoulder Project Manager The mutts penun iinfy to the iamples Racil in the /i ikoraary. This re/inn shall not ke reprodac cd. eauju in full, without witicnpcrm,S)tonfrom Del Mar Analytical, Plate C-5 CJF0401 <S of S> PACIFIC SOILS ENGINEERING, INC. EARTHWORK SPECIFICATIONS These specifications present generally accepted standards and minimum earthwork requirements for the development of the project. These specifications shall be the project guidelines for earthwork except where specifically superceded in preliminary geology and soils reports, grading plan review reports or by prevailing grading codes or ordinances of the controlling agency. I. GENERAL A. The contractor shall be responsible for the satisfactory completion of all earthwork in accordance with the project plans and specifications. B. The project Soil Engineer and Engineering Geologist or their representatives shall provide testing services, and geotechnical consultation during the duration of the project. C. All clearing, grubbing, stripping and site preparation for the project shall be accomplished by the Contractor to the satisfaction of the Soil Engineer. D. It is the Contractor's responsibility to prepare the ground surface to receive the fills to the satisfaction of the Soil Engineer and to place, spread, mix and compact the fill in accordance with the job specifications and as required by the Soil Engineer. The Contractor shall also remove all material considered by the Soil Engineer to be unsuitable for use in the construction of compacted fill. E. The Contractor shall have suitable and sufficient equipment in operation to handle the amount of fill being placed. When necessary, equipment will be shut down temporarily in order to permit proper compaction of fills. H. SITE PREPARATION A. Excessive vegetation and all deleterious material shall be disposed of offsite as required by the Soil Engineer. Existing fill, soil, alluvium or rock materials determined by the Soil Engineer as being unsuitable for placement in compacted fills shall be removed and wasted from the site. Where applicable, the Contractor may obtain the approval of the Soil Engineer and the controlling authorities for the project to dispose of the above described materials, or a portion thereof, in designated areas onsite. After removals as described above have been accomplished, earth materials deemed unsuitable in their natural, in-place condition, shall be removed as recommended by the Soil Engineer/Engineering Geologist. PACIFIC SOILS ENGINEERING, INC. Earthwork Specifications Page 2 B. After the removals as delineated in Item II, A above, the exposed surfaces shall be disced or bladed by the Contractor to the satisfaction of the Soil Engineer. The prepared ground surfaces shall then be brought to the specified moisture condition, mixed as required, and compacted and tested as specified. In areas where it is necessary to obtain the approval of the controlling agency, prior to placing fill, it will be the contractor's responsibility to notify the proper authorities. C. Any underground structures such as cesspools, cisterns, mining shafts, tunnels, septic tanks, wells, pipelines or others not located prior to grading are to be removed or treated in a manner prescribed by the Soil Engineer and/or the controlling agency for the project. ffl. COMPACTED FILLS A. Any materials imported or excavated on the property may be utilized in the fill, provided each material has been determined to be suitable by the Soil Engineer. Deleterious material not disposed of during clearing or demolition shall be removed from the fill as directed by the Soil Engineer. B. Rock or rock fragments less than eight inches in the largest dimension may be utilized in the fill, provided they are not placed in concentrated pockets and the distribution of the rocks is approved by the Soil Engineer. C. Rocks greater than eight inches in the largest dimension shall be taken offsite, or placed in accordance with the recommendations of. the Soil Engineer in areas designated as suitable for rock disposal. D. All fills, including onsite and import materials to be used for fill, shall be tested in the laboratory by the Soil Engineer. Proposed import materials shall be approved prior to importation. E. The fill materials shall be placed by the Contractor in layers that when compacted shall not exceed six inches. Each layer shall be spread evenly and shall be thoroughly mixed during the spreading to obtain a near uniform moisture condition and a uniform blend of materials. All compaction shall be achieved at optimum moisture content, or above, as determined by the applicable laboratory standard. No upper limit on the moisture content is necessary; however, the Contractor must achieve the necessary compaction and will be alerted when the material is too wet and compaction cannot be attained. PACIFIC SOILS ENGINEERING, INC. Earthwork Specifications Page 3 F. Where the moisture content of the fill material is below the limit specified by the Soil Engineer, water shall be added and the materials shall be blended until a uniform moisture content, within specified limits, is achieved. Where the moisture content of the fill material is above the limits specified by the Soil Engineer, the fill materials shall be aerated by discing, blading or other satisfactory methods until the moisture content is within the limits specified. G. Each fill layer shall be compacted to minimum project standards, in compliance with the testing methods specified by the controlling governmental agency and in accordance with recommendations of the Soil Engineer. In the absence of specific recommendations by the Soil Engineer to the contrary, the compaction standard shall be ASTM:D 1557-91. H. Where a slope receiving fill exceeds a ratio of five-horizontal to one-vertical, the fill shall be keyed and benched through all unsuitable topsoil, colluvium, alluvium, or creep material, into sound bedrock or firm material, in accordance with the recommendations and approval of the Soil Engineer. I. Side hill fills shall have a minimum key width of 15 feet into bedrock or firm materials, unless otherwise specified in the soil report and approved by the Soil Engineer in the field. J. Drainage terraces and subdrainage devices shall be constructed in compliance with the ordinances of the controlling governmental agency and/or with the recommendations of the Soil Engineer and Engineering Geologist. K. The contractor shall be required to maintain the specified minimum relative compaction out to the finish slope face of fill slopes, buttresses, and stabilization fills as directed by the Soil Engineer and/or the governing agency for the project. This may be achieved by either overbuilding the slope and cutting back to the compacted core, or by direct compaction of the slope face with suitable equipment, or by any other procedure which produces the designated result. L. Fill-over-cut slopes shall be properly keyed through topsoil, colluvium or creep material into rock or firm material; and the transition shall be stripped of all soil or unsuitable materials prior to placing fill. The cut portion should be made and evaluated by the Engineering Geologist prior to placement of fill above. M. Pad areas in natural ground and cut shall be approved by the Soil Engineer. Finished surfaces of these pads may require scarification and recompaction. PACIFIC SOILS ENGINEERING, INC. Earthwork Specifications Page 4 IV. CUT SLOPES A. The Engineering Geologist shall inspect all cut slopes and shall be notified by the Contractor when cut slopes are started. B. If, during the course of grading, unforeseen adverse or potentially adverse geologic conditions are encountered, the Engineering Geologist and Soil Engineer shall investigate, analyze and make recommendations to treat these problems. C. Non-erodible interceptor swales shall be placed at the top of cut slopes that face the same direction as the prevailing drainage. D. Unless otherwise specified in soil and geological reports, no cut slopes shall be excavated higher or steeper than that allowed by the ordinances of controlling governmental agencies. E. Drainage terraces shall be constructed in compliance with the ordinances of the controlling governmental agencies, and/or in accordance with the recommendations of the Soil Engineer or Engineering Geologist. V. GRADING CONTROL Fill placement shi during the progress of grading. GRADING CONTROL A. Fill placement shall be observed by the Soil Engineer and/or his representative durine the oroeress of eradine Field density tests shall be made by the Soil Engineer or his representative to evaluate the compaction and moisture compliance of each layer of fill. Density tests shall be performed at intervals not to exceed two feet of fill height. Where sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches. Density determinations shall be taken in the compacted material below the disturbed surface at a depth determined by the Soil Engineer or his representative. B. Where tests indicate that the density of any layer of fill, or portion thereof, is below the required relative compaction, or improper moisture is in evidence, the particular layer or portion shall be reworked until the required density and/or moisture content has been attained. No additional fill shall be placed over an area until the last placed lift of fill has been tested and found to meet the density and moisture requirements and that lift approved by the Soil Engineer. C. Where the work is interrupted by heavy rains, fill operations shall not be resumed until field observations and tests by the Soil Engineer indicate the moisture content and density of the fill are within the limits previously specified. PACIFIC SOILS ENGINEERING, INC. Earthwork Specifications Page 5 D. During construction, the Contractor shall properly grade all surfaces to maintain good drainage and prevent ponding of water. The Contractor shall take remedial measures to control surface water and to prevent erosion of graded area until such time as permanent drainage and erosion control measures have been installed. E. Observation and testing by the Soil Engineer shall be conducted during the filling and compacting operations in order that he will be able to state in his opinion all cut and filled areas are graded in accordance with the approved specifications. F. After completion of grading and after the Soil Engineer and Engineering Geologist have finished their observations of the work, final reports shall be submitted. No further excavation or filling shall be undertaken without prior notification of the Soil Engineer and/or Engineering Geologist. IV. SLOPE PROTECTION All finished cut and fill slopes shall be planted and/or protected from erosion in accordance with the project specifications and/or as recommended by a landscape architect. PACIFIC SOILS ENGINEERING, INC. CANYON SUBDRAIN DETAIL TYPE A PROPOSED COMPACTED FILL ^NATURAL GROUND COLLUVIUM AND ALLUVIUM (REMOVE) x TYPICAL BENCHING S££ DETAIL ALTERNATE "A"(PLAT£ G-2 ) NOTE-FINAL 20 OF PIPE AT OUTLET SHALL BE NON-PERFORATED TYPE B PROPOSED COMPACTED FILL NATURAL GROUND COLLUVIUM AND ALLUVIUM (REMOVE) TYPICAL BENCHING BEDROCK SEE DETAIL ALTERNATE "B"(PLATE G-2 > NOTE. FINAL 2O OF PIPE AT OUTLET SHALL BE NON-PERFORATED PLATE C-l PACIFIC SOILS ENGINEERING. INC. W. O. DATE CANYON SUBDRAIN ALTERNATE DETAILS ALTERNATE I PIPE AND FILTER MATERIAL 6 IN. MIN. -*fft FILTER MATERIAL MIN.VOL. OF9FJ7/LIN.FT. A-l 6 IN. f ABS OR PVC PIPE OR APPROVED SUBSTITUTE WITH MIN. 8 PERF,1/4 IN 9 PER LINEAL FOOT IN BOTTOM HALF Of PIPE. ASTM D3034, SDR 35 OR ASTM DI785, SCHD.40 12 IN. MIN. 6 IN MIH IN.MIN B~l FOR CONTINUOUS RUN IN EXCESS OF5OO FEET USE 8 IN. 0 PIPE ASTMD27SI, SDR 35 OR ASTM DISZ7, SCHD.4O 6 IN. UIN. OVERLAP A-2 ALTERNATE 2 FILTER MATERIAL WRAPPED IN FABRIC I IN. MAX. GRAVEL WRAPPED IN FILTER FABRIC I IN, MAX.GRAVEL OR APPROVED EQUIVALENT 9 FT /FT. M1RAFI 14O FILTER FABRIC OR APPROVED EOU/VAL ENT (TYPICAL) 6 IN. MIN. /OVERLAP H PROPOSED FINISHED GRADE DETAIL OF CANYON SUBDRAIN TERMINAL FOR ALTERNATES A2 AND 82' NATIVE BACKFILL _UIRAFI 140 FILTER FABRIC OR APPROVED EQUIVALENT I IN MAX. OPEN GRADED GRAVEL OR APPROVED EQUIVALENT NON-PERF 6IN.0MIN PERF 6 IN. 9 UIN PIPE 6 IN MIN. OVERLAP ALTERNATE 3 PERFORATED PIPE SURROUNDED WITH FILTER MATERIAL FILTER MATERIAL 9 FT.6IN UINCGVER 4 IN. MIN.BEDDING A-3 PERFORATED PIPE 6 IN. f MIN. - 4 IN. MIN BEDDING B-J FILTER MATERIAL SIEVE SIZE PERCENT PASSING UN. 3/4 IN. 3/8 IN. NO. 4 HO. 8 N0.30 NO. 50 NO. SOO IOO 90-100 40-IOO 25-40 18-33 5-13 O-7 O-3 PLATE G-2 PACIFIC SOILS ENGINEERING INC. W.O. DATE si* !u CD\ (0 §CDQiS 3UJ 8 Cut Lot 5 fnin. Unweothered Bedrock •Overexcovate and Recompocl Cot-Fill Lot (Transition) 5 min. Compacted Fill c*ys^x.^Overexcavate and Recompoct Unweathered Bedrock 'deeper overexcovotion may be required by the soils engineer in steep cut-fill transition areas PACIFIC SOILS ENGINEERING, INC. W. O. DATE PL-ATE G-4 LJ t-oz UJ Uo"co>>coo £)B"> O U_ O o>c"55 • "55O oa;UJUJzoUJ_J oV) ou. o UJ O Selective Grading Detail for Stabilization Fill Unstable Material Exposed in Portion of Cut Slope NOTE-- I. Subdrains are not required unless specified. 2. "w" shall be equipment width (15') for slope heights tess than 25 feet. For slopes greater than 25 feet "w" shall be determined by the project soils engineer/geologist. At no time shall "w" be less than H/2. PLATE G-7 PACIFIC SOILS ENGINEERING, INC. 1 I 1 g 6 05\a! o fcfu CD CO Uj UJQ: Ujo o O o 5 QQi QQ O %Uj Q.O Q. o ! 1 o. 'Go s:o ROCK DISPOSAL DETAIL FINISH GRADE CLEAR AREA FOR FOUNDATIONS, UTILITIES AND SWIMMING POOLS 10' or os described by report 03 s_L (£> FINISH SLOPS FACE "—' 1 WINDROW 1 (TYPICAL) : IF NECESSARY, OVERSIZED MATERIAL SHOULD BE REMOVED FROM THE 15 FOOT ZONE WITH SPECIAL EOUIPMEN^SUCH AS A ROCK RAKE PRIOR TO PLACING THE NEXT FILL LIFT. TYPICAL WINDROW DETAIL (END VIEW) HORIZONTALLY PLACED COMPACTED FILL GRANULAR SOIL FLOODED TO FILL VOIDS NOTE: COMPACTED FILL SHALL BE BROUGHT UP AT A HIGHER ELEVATION ALONG WINDROW SO GRANULAR SOIL CAN BE FLOODED IN A "TRENCH CONDITION". PROFILE VIEW 1115111= IU=H|-5 111 5W = Hl=HI=UI=)IJ PLATE C-IO PACIFIC SOILS ENGINEERING, INC. W.O..DATE. ft)•Os 8 .SO t> .C CV)*>5!o »>III t> .£ S GO V ss 8 o -J O£§V5 5 2 6 oc:ii PACIFIC VIEW DEVELOPMENT Carlsbad Climate Zone 7 Hermosa Homes Plans for this project have been reviewed. The following Title 24 energy report demonstrates compliance with California's Title 24 energy code for new residential projects. Mark Gallant, CEPE Compliance Method - MICROPASv5.1 August 1, 2000 Haynal and Company, Inc. 425 W. 5th Ave, Ste. 201 Escondido, CA 92025 (760) 743-5408 Contractor's License #649028 AUG-14-2001 TUE 09:08 AM CITY OF CARSLBAD FAX NO. 760 602 8558 P, 06 of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: CHESTNUT HOMES Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: CB004800 1365 CHESTNUT AVENUE 205-210-09 CHESTNUT HOMES LLC SINGLE FAMILY DETACHED WOOD FRAME Number of New Dwelling Units Square Feet of Living Area in New Dwelling 3337 SF Square Feet of Living Area in SOU Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information: SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD ' School District XX) 'Carlsbad CA 92009 (729-9291) San Marcos Unified School District 215MataWay San Marcos, CA 92069(736-2200) aipitas Union School. 101 South Kancho Santa Fe Rd Encinitas, CA 92024 (944-4300) San Dieguito Union High School District 710 Encinitas Blvd. Encimtas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner*) certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature:Date: 1 635 Faraday Avenue ^Carlsbad, CA 92OO8-7314 • (760) 602-2700 • FAX (760) 6O2-856O Revised 4/20/00 SQQDD \ SENT BY: OVERS CHOICE INSURANCE SERV; 760 431 5998;JUN-22-01 15:03;PAGE 1/1 Certificate of Liability Insurance Date: 06/22/01 Producer Employer's Choice Insurance Services, Inc. 503 Vista Bdla Suite 10 OaansideCa. 92057 License No: OC36879 Ph. 70H3 1-0947 Fax 760-43 1-5998 Inswed R W INVESTMENTS (DBA) HERMOSA HOMES 2551 State St Carlsbad, CA, 92008-1624 Coverages TWa eertttcaic h imwd «* » matter of tpftmiuitkili only and coafen • ^imi.i, mtam «" •»^j«»*«« luittw TKfci r*Hlllcxte don not *jnend,ntMMl or rfter (be covwmgt «!R>nl«d by *he folfcla Wow. Comp«i«AlfenB»et^«8e j Compnuy A ; Everejt N«rtonal : Cvmpniy B Company C Company D ; Tta i*to certify that Iho policies of insurance listed below have been issued to the innured names above for the policy period indicated, : nutwitligtandilig any tqquircinari, Uantt of condition of any cortfact Of o^hfir documoit with wpeotto whidi tiliH certificate rosy be issued or may :. pert«in. *e in»uraace»ff<jrd«dkythepolici«»d«wfib«d haein i» subject to allthetsmis, cxdtiaara and conditions of such poKcics, limit* riiown nay have hoeo reduced by paid claims. : Co Ltr Type of Insurance Goieral Liability QComprehouvve Form OPrcmises/Openajons CoIlapacHazwd QProduoWCompirtcdOper Qhdcpaadent Contra<i«5 DBrosd Form Property Damage Automobile Liability QAny Auto OAII Ovmcd Autos (jmvatcpass) D All Owned Auto* (other than) Gllind Asia* DNon-Owijed Aut<w DGarige Liability Exoeaa liability OUmbfella form DOCher^um Utnbrena Form WwkwsCotnponaalirai The proprietor/pntneni/eiceciitivc officere we: Dlndvdod XX Excluded Other Polity Numbor 390000241S- 001 Policy Efleoivc l)8te(MMPD/YY) 10A11/00 ISSSSwYTO 10/01/01 LimiU Bodily Injury OCC Boily lojury AGO Prop oiy Damage Prop oty Damage AOO Bl&PD Combined OCC BI&PD CornWnsdACXj Personal Injury ACKJ Bodily injury (par Bodily Injury (per aeeUeil) l^potyD,^^ Bodily Injury ft Property Damage Combined Each Occurrence Agere»K9 X WC Statutory Limits Q Other EL ea accident ELdiswsupoHcy limit ELdisctwe-ei en»? S is ! * ; S $ i$ i s : s $ ! S ; S : $ ! s ; $ : SlMlT S1M11 SlMlt Desiriptioo of opnra!ion&AooBions/ve*iiciai,'sp<x-ul ilema ALL OPERATIONS FOR CHESTNUT HOMES AND PACIFIC VIEW Certificate Holder CITY OF CARLSBAD 1635 FARAWAY AVE CARLSBAD. CA nuns Cancellation StionM My of Iho «h<I tftaeaC die inning ca ontifiHW kotdm am oWigniaaotlUWBtv Ai aquay will cadcaw t« m*U 30 d«j« wriBMootkc »i Bd to tho taft. but fiiiW* to matt neb ootioc «b»U imp of XSjf tad opsf *• <J«llllMI«r. Its taeotl Of nnmait ni«a IhO ; we op : rthotusedRepfwenUtive ^](J/l^ ffLgjWCt,,