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Home My WebLink About1453 BUENA VISTA WAY; ; CB054297; Permit07-03-2006 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title Applicant RON LEA City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB054297 Building Inspection Request Line (760) 602-2725 1453 BUENA VISTA WY CBAD RESDNTL 1562316600 $373,347 00 1 Sub Type Lot# Construction Type Reference # Structure Type Bathrooms SFD 0 NEW SFD 35 LEA RES DEMO 1198 SF SFD, NEW 3448 SF LIV, 610 SF GAR, 269SF PATIO, 184 SF DECK Owner Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 12/20/2005 SB 07/03/2006 07/03/2006 1453 BUENA VISTA WY 92008 730-8945 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 HMP Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $1,39048 Meter Size $000 Add'l Reel Water Con Fee $903 81 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $3733 PFF (3105540) $0 00 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $0 00 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 Sidewalk Fee $000 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee ?? Housing InLieu Fee $3,188 00 Housing Credit Fee D5/8 Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $16000 $4,13800 $000 $000 $000 $000 $000 $000 $000 $000 $231 00 $6625 $9400 $000 $000 $000 $000 $985 00 $17500 $11,36887 Total Fees $11,368 87 Total Payments To Date $11,368 87 Balance Due $000 BUILDING PLANS STORAGE ATTACHED Inspector FINA^-A Date 0_1 Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning, zoning, grading or other similar application processing or service lees in connection with this project NOR DOES IT APPLY to any fees/exactions olwhich you have previously been given a NOTICE similar to this, or as to_which the statute of limitations has previously, otherwise expired ' 0535401-2 0036 12/20/2003 001 11 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 ',i!,', !RI?ROJECT,INFORMATION; msA *W*xcA PLAN CHECK NO EST VAL u 7 & 7 / *~7 / Plan Ck 'Deposit Validated Bv LM^VA OA-\ Address (include Bldg/Suite #)' Qm 1C 93?Business Name (at this address) Description of Work i/ OL> M CONTA'CTrcRSONllif/different from MJhlidiiit) D Agentjfor Contractor Name PRQPERTYOWNER 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 IChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he rs 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]} State License # License Class Designer Name Address State License # City State/Zip City Business License # City State/Zip Telephone If Telephone Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q 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 ^GL^ 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 tresued My worker's compensation insurance carrier and policy number are , .<" \ ( C*~ i rt. A. JocOPCTCA.Sx'-luInsurance Company _*> H- <A yp rcJ^^-O -- Policy No / .. .. —.... ...,:. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) O CERTIFICATE OF EXEMPTION I certify that m the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to IhffTVorkers' Compensation Laws of California WARNING Failure/to secure workers' compensaticmcoverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($yo07OQ0f m addjtjonjiiJbe-casT'ofcompensation, damages as provided for m Section 3706 of the Labor codei interest and attorney s fees SIGNATURE CLv^-^AZ DATE - * ** 7'" I hereby affirm that I am exempt from the Contractor s License Law for the following reason dl 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) J/S^ I, 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) L7I 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 Q YES C]NO 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 1 will provide some of the work,/ of work) contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type PROPERTY OWNER SIGNATURE DATE 'COMPLETE JH1S SECTION FOR^OW-flfSroSVTlflt^UILDING.PERMlTSiONLV ,,, -' vj !,' | , ',, J J| ,, J",1 L If, , 4 ~8 ,'"? 1 *' &' K L « 1 1 ! • t , . , jjl. ?,k^ > *l ,!/ ,, &i »; $$*$ jj.J ^w 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? n YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site7 Q YES Q 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 1 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 reatffred for excavations river 5'0" deep and demolition or construction of structures over 3 stones in height EXPIRATION Every permr/issued by the buiraing OffirJial under trie provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit isViot commenceckwithin 180pays from the date of such permit or if Ihe building or work authorized by such perrrjit is suspended or abandoned at any time after the work is cpmmencetHor a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance Inspection List Permits CB054297 Type RESDNTL SFD Date Inspection Item 05/14/2007 89 04/17/2007 39 04/13/2007 39 03/26/2007 22 03/26/2007 23 03/26/2007 84 01/11/200722 01/11/2007 98 12/20/2006 17 12/12/2006 16 12/05/2006 14 12/05/2006 18 12/05/200624 12/05/2006 34 11/13/2006 13 10/18/2006 15 08/16/2006 11 08/16/2006 12 08/16/200621 08/07/2006 11 07/27/2006 1 1 Final Combo Final Electrical Final Electrical Sewer/Water Service Gas/Test/Repairs Rough Combo Sewer/Water Service BMP Inspection Interior Lath/Drywall Insulation Frame/Steel/Bolting/Weldm Exterior Lath/Drywall Rough/Topout Rough Electric Shear Panels/HD's Roof/Reroof Ftg/Foundation/Piers Steei/Bond Beam Underground/Under Floor Ftg/Foundation/Piers Ftg/Foundation/Piers Inspector Act PC MP PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC PC AP NS PA AP AP AP AP AP AP AP CO CO CO CO AP CO AP AP AP PA NR LEA RES DEMO 1198 SF SFD, NEW 3448 SF LIV, 610 SF GAR, 269SF PATIO, 1 Comments ROLL emr NO CARD ON SITE DRAFT STOPS OK TO INSUL OK EXCEPT VERIFY HEIGHT WILL PROVIDE ENGR STAMPED SOILS AND SET BACK CERT UNSTAMPED COPY ON SITE - REAR PIER FTG WILL HAVE SET BACK PAD CERTS @ 07/27/2006 21 Underground/Under Floor PC AP FTG SEWER, WATER NOT IN Tuesday, May 15, 2007 Page 1 of 1 UNSCHEDULED BUILDING INSPECTION DATE J n ~ O ~7 INSPECTOR PERMIT # JOB ADDRESS DESCRIPTION PLAN CHECK # CODE DESCRIPTION ACT COMMENTS City of Carlsbad Bldg Inspection Request For 04/18/2007 Permit* CBQ54297 Inspector Assignment PC Title LEA RES DEMO 1198 SFSFD, NEW Description 3448 SF LIV, 610 SF GAR, 269SF PATIO, 184 SF DECK Type RESDNTL Sub Type SFD " Job Address 1453 BUENA VISTA WY Suite Lot 0 Location* •* APPLICANT RON LEA Owner- Remarks ROLLED FROM TUES -PM METER RELEASE Phone 7608228942 Inspector Total Time Requested By RON Entered By CHRISTINE CD Description 39 Final Electrical Act Comments EKIfx Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 04/17/2007 03/26/2007 03/25/2007 03/26/2007 01/11/2007 01/11/2007 12/20/2006 12/12/2006 12/05/2006 1 2/05/2006 12/05/2006 1 2/05/2006 11/13/2006 10/18/2006 08/16/2005 08/16/2006 08/16/2006 08/07/2006 Inspection Historv Description 39 Final Electrical 22 Sewer/Water Service 23 Gas/Test/Repairs 84 Rough Combo 22 Sewer/Water Service 98 BMP Inspection 17 Interior. Lath/Drywall 16 Insulation 14 Frame/Steel/Bolting/Weldmg 18 Exterior Lath/Drywall 24 Rough/Topout 34 Rough Electric 13 Shear Panels/HD's 15 Roof/Reroof 11 Ftg/Founddtion/Piers 12 Steel/Bond Beam 21 Underground/Under Floor 11 Ftg/Foundation/Piers Act NS AP AP AP AP AP AP AP CO CO CO CO AP CO AP AP AP PA Insp Comments MP ROLL PC PC PC PC PC PC NO CARD ON SITE PC PC DRAFT STOPS OK TO INSUL PC PC PC PC PC OK EXCEPT VERIFY HEIGHT PC WILL PROVIDE ENGR STAMPED SOILS AND SET BACK CERT UNSTAMPED COPY ON SITE PC PC PC REAR PIER FTG WILLIAM E BILLINGS LAND SURVEYOR PO BOX 4231, CARLSBAD, CA 92018-4231 760 434-6422 JULY 26. 2006 BUILDING DEPARTMENT CITY OF CARLSBAD 1635 FARADAY AVENUE CARLSBAD, CA 92008 RE SETBACK CERTIFICATION FOR FOUNDATION OF HOUSE ON BUENA VISTA WAY (PARCEL 1, MS 05-20) ( WEST 60 00 FEET AP 156-231-26) ON JULY 26, 2006, I CHECKED THE FORMS FOR SETBACK COMPLIANCE I FOUND THE FORMS MEET OR EXCEED THE MINIMUM SETBACKS SHOWN ON THE APPROVED PLANS CB 05-4297, APPROVED JUNE 30, 2006 WILLIAM E BILLINGS, LS NO 3338 EsGil Corporation In (Partnership -with government for <BuiCfing Safety DATE June 2, 2006 a APPLICANT JURISDICTION Carlsbad " a PLAN REVIEWER a FILE PLAN CHECK NO 05-4297 SET IV PROJECT ADDRESS 1453 Buena Vista Way PROJECT NAME Lea Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes X| 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 The applicant's copy of the check list has been sent to X] 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 # Mad Telephone Fax In Person X] REMARKS OK to issue with the applicant placing the high-lighted notes on sheet S-1 on City sheet S-1 Set IV is Set III with mark-up By Bryan Zuppiger Enclosures Esgil Corporation D GA CJ MB D EJ D PC LOG trnsmtl dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In (Partnership wiifi government for (Buibftng Safety DATE April 27, 2006 a^AERUQANT JURIS JURISDICTION Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO O5-4297 SET III PROJECT ADDRESS 1453 Buena Vista Way PROJECT NAME Lea Residence 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 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 Ron Lea 1453 Buena Vista Way 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 Ron Lea . Telephone # 760 822 8942 Date contacted Wff\p> (by faf ) Fax # 760 730 8945 I I jr-* Mail Telephone Fax ^'In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation D GA D MB D EJ D PC 04/20/06 trnsmtl dot 9320 Chesapeake Dnve Suite 208 + San Ditgo California 92123 * (858)560-1468 4- FJ\(858)560-1576 Carlsbad 05-4297 April 27, 2006 RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO O5-4297 PROJECT ADDRESS 1453 Buena Vista Way SET III DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 04/20/06 April 27, 2006 REVIEWED BY Bryan Zuppiger FOREWORD (PLEASE READ)- 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments 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 A Please make all corrections on the original tracings and submit two new complete sets of prints to See #1 next sheet B To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D 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 on the plans Have changes been made not resulting from this list? QYes QNo Carlsbad 05-4297 April 27, 2006 • PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem 1 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, and (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, and (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 • FOUNDATION & FRAMING REQUIREMENTS 20 In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value in the soils report and on the plans UBC Section 1629 4 2 An amended report or update letter was not a part of this submittal 21 Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4 This does not apply to detached, single-story dwellings UBC Section 1804 5 An amended report or update letter was not a part of this submittal. 28. Unable to check lateral analysis without a shear wall schedule on the plans Please show the interior footings and their holdowns on the foundation plan. The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) Final structural plans, specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation Please specify the expiration date of license (California Business and Professions Code) 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 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 Bryan Zuppiger at Esgil Corporation Thank you EsGil Corporation ^ In ^Partners fiip -with government for (BwCtfing Safety DATE March 30, 2006 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 05-4297 , SET II PROJECT ADDRESS 1453 Buena Vista Way PROJECT NAME Lea Residence 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 checklist 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 " } The applicant's copy of the check list has been sent to Ron Lea' 1453 Buena Vista Way 1 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 Ron Lea . „ Telephone # 760 822 8942 'Datecontacted^/oC^by^^1 ) Fax# 7607308945 Mail Telephone \r Fax * In Person •" REMARKS By Bryan Zuppiger Enclosures Esgil Corporation GA D MB D EJ D PC 03/23/O6 trnsmtl dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O5-4297 March 30, 2006 - , RECHECK PLAN CORRECTION LIST JURISDICTION Carlsbad PLAN CHECK NO 05-4297 PROJECT ADDRESS 1453 Buena Vista Way SET II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED ESGIL CORPORATION 03/23/06 March 30, 2O06 REVIEWED BY- Bryan Zuppiger FOREWORD (PLEASE READ): ; -. * . 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 disabled access This plan review is based on regulations enforced by the Building Department You may have other corrections based on .laws and ordinances enforced-by-the Planning Department, Engineering Department or other departments -^ • ~ i.i ( 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 Jaw: v A Please make all corrections on the original tracings and submit two new complete sets of prints to ' See #1 next sheet. B To facilitate rechecking, please identify, next to each item, the sheet of the plans upon, which each correction on this sheet has been made and return this sheet with the revised plans C The following items have not been resolved from the previous plan reviews The original correction number has been given for your reference In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections Please contact me if you have any questions regarding these items D 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 on the plans Have changes been made not resulting from this list? QYes QNo Carlsbad O5-4297 March 30, 2O06 ; } To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans • PLANS NOTE: The items listed below refer to the item numbers from previous list. These remaining items have not been adequately addressed. The notes in bold at the end of or contained within each item are to emphasize the remaining problem. , 1 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, and (760) 602-2700 The/ ^ City will route the plans toJEsGil Corporation and the^Carlsbad Planning, Engineering,and- - Fire Departments , - -, >- *Tlfr*f^^t ' % f • ' ' * i •> "' f " *S*' b) Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320- V'''" .. Chesapeake Drive, Suite 208, San Diego, CA 92123, and (858) 560-1468 Deliver allV 7 ,' remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments • '-' '* ^V * NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed'by. - - the City Pla'nnmg, Engineering and Fire Departments until review by EsGil Corporation is,f '.^ complete IT^ < , . f . ROOFING *•' 15 Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building If the roof dram terminates through a wall, the overflow drain shall' terminate 12" minimum above the roof dram Policy 84-35 See roof deck. • FOUNDATION & FRAMING REQUIREMENTS 20. • In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value in the soils report and on the plans UBC Section 1629 4 2 21. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4 This does not apply to detached, single-story dwellings UBC Section 1804 5 22 Please include the slab reinforcement, sub-grade and thickness requirements from the soils report into the foundation plans 23 Note on plan that hold down anchors must be tied in place prior to foundation inspection UBC Section 10852 24 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per UBC , Section 1806 6 1 I do not see how this was addressed on the plans. a) The minimum nominal anchor bolt diameter shall be 5/8-inch (for Seismic Zone 4 only) Note This will require a minimum distance from the ends of sill plates to be 4-3/8" (and a maximum of 12") b) Plate washers (minimum size of 2"-x 2" x 3/16") shall be used on each anchor bolt Carlsbad 05-4297 March 3O, 2006 , ^ y . 27 Specify nail size and spacing for all shear walls, floor and roof diaphragms on the plans Indicate required blocking on the plans Maintain maximum diaphragm dimension ratios UBC Sections 2315 and 2513 Specify plywood and/or particle board thickness, grade and panel span rating UBC'Table 23-II-E-1 28. Unable to check lateral analysis without a shear wall schedule on the plans. 29 Detail all post-to-beam and post-to-footing connections and reference the detail to the plan UBC Section 2314 There was no response to this item. • MECHANICAL (UNIFORM MECHANICAL CODE) •* 33 Show the location, typo and size (BTU's) of all heating and cooling appliances or systems .: .- r- Based on the response more corrections may follow ,-<:-• ' 34 . Specify on the plans the following information for the fireplace(s), UBC Section 106 3 3 \ ',<"*' ( ( !-o >a) Manufacturer's name . u. y ^ ,. ."A*-* •, . b) Model name/number . , •;. •<; >< • ,•--*• ,'( * c) ICBO approyal.number, or equal -' ' , ,s e) Show height'of chimney-above1 roof per I.C B O approval or UBC Table 31-B , * ' 'f) Note on the plans that.approved spark arresters shall be installed on all chimneys 'UBC Section 3102 3 8\ -, L, ^ ... 35 The maximum length of a'clothes dryer duct is 14 feet with (two) 90° elbows All terminations shall be 3' from any opening in a building UMC Section 504 2 2 I do not see how this was addressed on the plans. 1 r fi > <• ,«. _ 36 Open-top broiler units, BBQ's installed under combustible construction shall be vented in accordance with UMC Section 918 I do not see how this was addressed on the plans./ • ENERGY CONSERVATION 40^ Show on the plans compliance with the residential energy lighting requirements (Mandatory 1 requirement) f do not see how this was addressed on the plans. a) - In the kitchen at least one-half of the wattage rating of the fixtures must be high efficacy with non-high efficacy fixtures switched separately Note Approximately3/^ of the fixtures wit! be required to be of the high efficacy variety b) In bathrooms, garages, laundry rooms, and utility rooms all fixtures must be high efficacy style or be controlled by a manually-on occupancy sensor c) Ail other rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer (Closets under 70 square feet are exempt) d) Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photocontrol/motion sensor Note Generally a high efficacy style of fixture /s fluorescent complete with electronic ballasts Regular incandescent, quartz halogen and halogen MR lamps do not comply Carlsbad 05-4297 March 30, 2OO6 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) Final structural plans, .specifications and calculations must be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation Please specify the expiration date of license (California Business and Professions Code) 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 rt * ' "" * ; The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, 1 • 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 Bryan Zuppiger at Esgil Corporation Thank you ' EsGil Corporation In (PartnersHip with government for (Bmfdtng Safety DATE January 3, 20O6 OAPpi IC JURISDICTION Carlsbad Q PLAN REVIEWER Q RLE PLAN CHECK NO O5-4297 SET I PROJECT ADDRESS 1453 Buena Vista Way PROJECT NAME Lea Residence 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 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 Ron Lea 1453 Buena Vista Way 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 Ron Lea Telephone* 7608228942 Date contacted l-~H^£ (by ts^ ) Fax # 760 730 8945 Mail Telephone • Fax /In Person REMARKS By Bryan Zuppiger Enclosures Esgil Corporation GA D MB D EJ D PC 12/22/05 trnsmt! dot 9320 Chesapeake Drive, Suite 208 •* San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad O5-4297 January 3, 2006 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO O5-4297 JURISDICTION Carlsbad PROJECT ADDRESS 1453 Buena Vista Way FLOOR AREA See Below STORIES 2 Dwelling 3448 ft3 Garage 61O ft3 . HEIGHT 28'-2" @ front elev. sheet A-4. Covered Patio(s) 243 fta Proposed balcony 184 fta DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION ESGIL CORPORATION 12/22/05 DATE INITIAL PLAN REVIEW PLAN REVIEWER Bryan Zuppiger COMPLETED January 3, 2006 FOREWORD (PLEASE READ):r 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 2001 edition of the California Building Code (Title 24), that adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC (all effective 11/1/02) 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 O5-4297 January 3, 2006 • PLANS 1 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, and (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, and (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to thejr 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 2 The person responsible for their preparation must sign all final sheets of plans (California Business and Professions Code) 3 Final plans, specifications and calculations shall be signed and sealed by the engineer or architect licensed by the State of California who is responsible for their preparation Specify expiration date of license (California Business and Professions Code) 4 The structural plans are incomplete and vague The structural corrections are general in nature and based on the response more corrections may follow For a complete review, submit construction drawings that reflect the building design from the structural consultant Include all structural details and schedules that apply to the project. Based on the response more corrections may follow. 5 On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc ) Additionally, provide the following note on the plans, per UBC Sec 106342 "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official" . FIRE PROTECTION 6 Show locations of permanently wired smoke detectors with battery backup a) On each story Preferably at the bottom of the stairs. • NOTE Detectors shall sound an alarm audible in all sleeping areas of the unit UBC Section 3109 1 Carlsbad 05-4297 January 3, 2006 7 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below UBC Section 106 3 2 Structural were not a part of the submittal. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with UBC Sec 1701 of the Uniform Building Code ITEM REQUIRED? REMARKS • SOILS COMPLIANCE PRIOR TO FOUNDATIOI\TINSPECTION • STRUCTURAL CONCRETE • OVER 2500 PSI • PRESTRESSED STEEL • FIELD WELDING , • HIGH-STRENGTH BOLTS 8 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 UBC Section 106 3 5 Please complete parts 1, 2 & 3 of the attached form and resubmit • EXITS, STAIRWAYS, AND RAILINGS 9 Provide handrail details that are referenced to the floor plan UBC Section 1003 336 a) Handrails are required on each side of stairways having four or more stairs Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not • open on both sides) b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous c) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail d) Ends of handrails shall be returned or shall have rounded terminations or bends e) Openings between railings shall be less than 4" The triangular openings formed by the riser, tread and bottom element of a handrail at a stair shall be less than 6" 10 Provide.guardrail details that are referenced to the floor plan UBC Section 509 1 a) Shall be installed at all unenclosed floor openings b) Shall be installed at balconies more than 30" above grade or floor below c) Shall have a height of 36" d) Shall have connection details adequate to resist the horizontal force prescribed in UBC Table 16-B e) Openings between railings shall be less than 4" . Carlsbad 05-4297 January 3, 2006 • ROOFING '11 Specify on the plans the following information for the roof materials, per UBC Section 106 3 3 • a) Manufacturer's name b) Material weight c) Product name/number d) ICBO approval number, or equal 12 « Show the required ventilation for attics The minimum vent area is 1/150 of attic area (or 1/300 - of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents) Show area required and area provided UBC Section 1505 3 13 Where eave vents are installed, insulation shall not block the free flow of air A minimum of 1" of air space shall be provided between the insulation and the roof sheathing To accommodate , the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists UBC Section 1505 3 14 Note on the plans "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension " UBC Section 1505 3 15 Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building If the roof dram terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain Policy 84-35 16 * Roof coverings, other than wood shakes and shingles, shall be Class A 17 Wood shakes and shingles are prohibited as a roof covering on all new structures and on all - replacement roofs * • GARAGE AND CARPORTS 18 Garage requires one-hour fire protection (i e , 5/8" Type X drywall) on the garage side of walls and ceiling common to the dwelling. UBC Table 3-B, Section 302 4 19 Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling UBC Section 302 4 • FOUNDATION & FRAMING REQUIREMENTS 20 In Seismic Zone 4, each site shall be assigned a near-source factor Identify this value in the soils report and on the plans UBC Section 1629 4 2 21" Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4 This does not apply to detached, single-story dwellings UBC Section 1804 5 22 Please include the slab reinforcement, sub-grade and thickness requirements from the soils report into the foundation plans 23 If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection UBC Section 108 5 2. Carlsbad O5-4297 January 3, 2006 24 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per UBC Section 180661 a) The minimum nominal anchor bolt diameter shall be 5/8-mch (for Seismic Zone 4 only) Note This will require a minimum distance from the ends of sill plates to be 4-3/8" (and a maximum of 12") b) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bo/t 25 ' Provide truss details and truss calculations for this project Specify truss identification numbers on the plans Or submit a deferral. 26 ' Note on the plan that the structural consultant shall provide a letter of review for the truss plans and calculations with their submittal 27 Specify nail size and spacing for all shear walls, floor and roof diaphragms on the plans Indicate required blocking on the plans Maintain maximum diaphragm dimension ratios UBC Sections 2315 and 2513 Specify plywood and/or particle board thickness, grade and panel span rating UBC Table 23-I1-E-1 28 Unable to check lateral analysis without a shear wall schedule on the plans. 29 Detail all post-to-beam and post-to-footirig connections and reference the detail to the plan UBC Section 2314 30 Detail shear transfer connections, including roof and floor diaphragms, to interior and exterior shearwalls UBC Section 2315 31 Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30" Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening UBC Section 1505 1 32 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 perpendicularto TJl flanges • MECHANICAL (UNIFORM MECHANICAL CODE) 33 Show the location, type and size~(BTU's) of all heating and cooling appliances or systems Based on the response more corrections may follow 34 ' Specify on the plans the following information for the fireplace(s), UBC Section 106 3 3 a) Manufacturer's name b) Model name/number c) ICBO approval number, or equal d) Show height of chimney above roof per I C B O approval or UBC Table 31-B e) Note on the plans that approved spark arrestors shall be installed on all chimneys UBC Section 3102 3 8. Carlsbad 05-4297 January 3, 2006 35 The maximum length of a clothes dryer duct is 14 feet with (two) 90° elbows All terminations shall be 3' from any opening in a building UMC Section 504 2 2 36 Open-top broiler units, BBQ's installed under combustible construction shall be vented in accordance with UMC Section 918 • PLUMBING (UNIFORM PLUMBING CODE) 37 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) 38 All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy) • ELECTRICAL (NATIONAL ELECTRICAL CODE) 39 All bedroom branch circuits now require arc fault protection Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected " NEC Art 210-12(b) the note in the legend is not being applied. • ENERGY CONSERVATION ^ 40 Show on the plans compliance with the residential energy lighting requirements (Mandatory requirement) a) In the kitchen at least one-half of the wattage rating of the fixtures must be high efficacy with non-high efficacy fixtures switched separately Note Approximately % of the fixtures will be required to be of the high efficacy variety b) In bathrooms, garages, laundry rooms, and utility rooms all fixtures must be high efficacy style or be controlled by a manually-on occupancy sensor " r c) All other rooms require any installed fixtures to be high efficacy or be controlled by a manually-on occupancy sensor or dimmer (Closets under 70 square feet are exempt) d) Outdoor lighting fixtures are required to be high efficacy or controlled by a combination photocontrol/motion sensor Note' Generally a high efficacy style of fixture is fluorescent complete with electronic ballasts Regular incandescent, quartz halogen and halogen MR lamps do not comply 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 * The jurisdiction has contracted with Esgii 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 Bryan Zuppiger at Esgil Corporation Thank you 'Carlsbad 05-4297 January 3, 2006 City of Carlsbad Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION , Do Not Remove From Plans Plan Check No 05-4297 Job Address or Legal Descnption 1453 Buena Vista Way Owner __Address \ ' You are hereby notified that m addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection dunng the performance of the phases of construction indicated on the reverse side of this sheet The Registered Special Inspector shall be approved by the City of Carlsbad Building Department pnor to the issuance of the building permit Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet (over) Carisbad O5-4397 January 3, 3006 [SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 1453 Buena Vista Wav PLAN CHECK NUMBER: 05^297 OWNER'S NAME:L&ft I, as the owner, or agent of the owner (contractors may noj employ the special inspector), certify that I, or the architect/engineer of record, will b© responsible far employing the special inspectwts) as required by Uniform Building Code (UBC) Section 1701 1 for tna construction project*ocated qrt the site listed above. UBC Section 108,3.5. !, as the engineer/architect of record, certify that i havo prepared the following special Inspection program as required by UBC Section 106,3.5 for the construction project located at the site listed above. Signed 1. List of work requiring special Inspection: H Field Welding Bl Structural Concrete Over 2500 P3I [j Prestre&sed Concrete Q High-strength Bolts 2. Nime(B) of IndivtduaKs) or flrm(s) responsible for the special inspection* listed above A. c^K\iftj^-noio Tt^nySI auatutfffTcS 0, C\VA o^ cAJU-s»fe^t> /WW'SMs^ txsr- c. .^—. 3. Duties of the special Inspectors for the work Hshtd above A. C. v\ 0Td 9002 £0 -: 'ON 3NOHd nnr nrr, nr'TT tsn woy Carlsbad 05-4297 January 3, 2006 JURISDICTION Carlsbad VALUATION AND PLAN CHECK FEE PLAN CHECK NO 05-4297 PREPARED BY Bryan Zuppiger DATE January 3, 2006 BUILDING ADDRESS 1453 Buena Vista Way BUILDING OCCUPANCY R3/U TYPE OF CONSTRUCTION VN BUILDING PORTION dwelling garage f cov'd patio(s) prop balcony , Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 3448 610 243 184 cb Valuation Multiplier City Valuation By Ordinance Reg Mod VALUE ($} 373,347 • 373,347 $1,390.48 Plan Check Fee by Ordinance Type of Review Repetitive Fee Repeats 0 Complete Review D Other Hourly Structural Only Hour* $903.81 Esgil Plan Review Fee $778 67 Comments macvalue doc City of Carlsbad Public Works BUILDING PLANCHECK CHECKLIST Engineering DATE BUILDINcWofiRESS PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER /g£ " £-3 / ENGINEERING DEPARTMENT EST VALUE 3.7?. 3^7 APPROVAL DENIAL 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 D A Right-of-Way permit is required prior to construction of the following improvements Please see\ theXattached report of deficiencies marked withjl*r Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review Date Date Date By FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date S^AATTACHMENTS^ D Dedication Application n Dedication Checklist D I mprovement Application D Improvement Checklist Q Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application Q Right-of-Way Permit Submittal Checklist and Information Sheet Name ENGINEERING DEPT CONTACT PERSON JOANNE JUCHNIEWICZ '" City of Carlsbad - Address 1635 Faraday Avenue. Carlsbad, CA 92008 Phone (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract HI Sewer Fee Information Sheet Carlsbad, CA 92OO817314 • (76O) 6O2-2720 • FAX (76O) 6O2-' BUILDING PLANCHECK CHECKLIST SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines Easements Show on site plan Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service one, . _____ rgjnage Patterps* - 1 "Building padsurface drainage must maintain a minimum slope of 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 " Existing & Proposed Slopes and Topography -tfex* ^eg W 15 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 welling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed driveways, per standards Include on title sheet Site address & Assessor's Parcel Number Legal Description u/;U a 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 NUMBER DESCRIPTION F BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ST ND RD1 2 SRD DISCRETIONARY APPROVAL COMPLIANCE Y^>^ D _ Project does not comply with the,following Engineering Conditions of approval for \ / \ / Project No ^° 4b All conditions are in compliance Date DEDICATION REQUIREMENTS Dedication for all street Rights-of-Way adjacent to the building site and any storm dram or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . 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 !4" 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 D D 6a 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 $ 82.000 . pursuant to Carlsbad Municipal Code Section 1840040 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 F \BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST RD 'W 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 Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ yOO 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 n n Future public improvements required as follows 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 Citv Inspector prior to occupancy G D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15 16 010 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill, import, This information must be included on the plans. 7b GradinguPermit 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 Q Q 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) F BUILDING PLANCHECK CKLST FORM doc 1ST 2ND 3n n : n n c RD XX vu> BUILDING PLANCHECK CHECKLIST 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS/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 _ n D 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 Cammo 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 equired fees are attached o 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 F \BUILDING PLANCHECK CKLST FORM doc .j ST 2ND 3F D D 126 BUILDING PLANCHECK CHECKLIST • 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) 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 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 F BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ST RD service boundary, the City intends on switching services/meters to a new recycled water line in the future these irrigation LD CD 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 Additional Comments: a^-L -pje*3^ K> r£^~^- »f / F BUILDING PLANCHECK CKLST FORM doc - H ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D ^Estimate based on unconfirmed information from applicant Er Calculation based on building plancheck plan submittal Address ^{^ v/t-*®xXx\«sv_ L/rSfte-^*^^ Blda Permit No ( &CJ*2^sr^'r Prepared by VJJ EDU CALCULATIONS: <rC2-Types of Use <*> i Types of Use ADT CALCULATIONS: c^-rTypes of Use O \ U Types of Use FEES REQUIRED: Date 5/7/$& Checked by Date List types and square footages for all uses - T\o^^c> I ^ Sq Ft /Units EDU's P^Ut ' Sq Ft /Units ' EDU's List types and square footages for all uses /-* f L Sq Ft /Units ADT's RVW / "^ Sa Ft /Units ADT's • WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) B'NO PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS. 2 TRAFFIC IMPACT FEE ADT's/UNITS FEE/ADT O(3 BRIDGE AND THOROUGHFARE FEE 1 ADT's/UNITS TOUT FACILITIES MANAGEMENT FEE ^ UNIT/SQ FT ET 5 ($¥ ji^7 ET 8 SEWER FEE EDU's lEfewEFIT AREA EDU's SEWER LATERAL ($2,500) DRAINAGE FEES PLDA ^ ACRES POTABLE WATER FEES UP^TS/ICODE^CONNE^TIOjy-l T D^x 3/66 V " " " /miST #1 DIST #2 DIST #3 ^ ) X FEE/ADT =$ <T \ f ZONE / X FEE/SO FT /UNIT =$ & ^ X FEE/EDU =$//Uir&&^$l X FEE/EDU =$ ^ =£ '&s> HIGH /LOW r" x FEE/AC =s li&xvLg! r =EE METER FEE SDCWA FEE SDCWA FEE ^TOv-t J/£o <f/& (5*7 (, y(^ F \FEE CALCULATION WORKSHEET doc 1 of 2 Rev 7/14/00 City of Carlsbad Public Works — Engineering December 7, 2005 Ron Lea - 1453 Buena Vista Way Carlsbad, CA 92008 SUBJECT: LEA MINOR SUBDIVISION (MS 05-20, APN 156-231-26 & POR 27) The Cjty Engineer has made a preliminary decision pursuant to Section 20 24 120 of the City of Carlsbad Municipal Code, to approve the tentative parcel map of the proposed minor subdivision, subject to the conditions listed below The preliminary conditions are Unless specifically stated in the condition, all of the following conditions, upon the approval of this tentative parcel map, must be met prior to approval of a final parcel map, building permit, or grading permit, whichever is first General 1 Developer shall submit to the City Engineer, a reproducible 24" x 36", photo mylar and a digital file copy of the tentative parcel map, as approved by the City Engineer The reproducible shall be submitted to the City Engineer, reviewed and, if acceptable, signed by the City's project engineer and project planner prior to submittal of the building plans, final map, improvement or grading plans, whichever occurs first The digital file copy shall be submitted in accordance with the established City format to the satisfaction of the City Engineer 2 Unless a standards variance has been issued, no variance from City Standards is authorized by virtue of approval of this tentative parcel map 3 Developer shall comply with all applicable provisions of federal, state, and local laws and regulations in effect at the time building permits are issued 4 If any condition for construction of any public facilities, or payment of any fees in-lieu thereof, imposed by this approval or imposed by law on this Project are challenged, this approval shall be suspended as provided in Government Code Section 66020 If any such condition is determined to be invalid, this approval shall be invalid unless the City Engineer determines that this Project without this condition complies with the requirements of the law 5 The Developer/Operator shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and representatives, from and against any and ail liabilities, losses, damages, demands, claims and costs, including court costs and attorney's fees incurred by the City arising, directly or indirectly, from (a) City's approval and issuance of this Minor Subdivision, (b) City's approval or issuance of any permit or action, whether discretionary or non- discretionary, in connection with the use contemplated herein, and (c) Developer/Operator's installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the 'facility of electromagnetic fields or other energy waves or emissions This obligation survives until all legal proceedings have been concluded and continues even if the City's approval is 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 6O2-272O * FAX (76O) 6O2-8562 r, Lea Minor Subdivision MS 05-20 Preliminary Conditions December?, 2005 Page 2 of 5 not validated 6 There shall be one parcel map recorded for this project 7 The project is approved with the express condition that building permits will not be issued for the development of the subject property unless the City Engineer determines that sewer facilities are available at the time of application for such sewer permits and will continue to be available until time of occupancy This note shall be placed on the non- title sheet of the final parcel map Developer shall provide a private drainage easement over Parcel 1 for the benefit of Parcel 2. This private easement shall be provided via a covenant of easement or the Parcel Map to the satisfaction of the City Engineer. The existing structures conflicting with the proposed parcel lines shall be removed prior to Parcel Map recordation. A Demolition Permit shall be obtained by the building permit for this work. Planning . 10, Approval is granted for MS 05-20 as shown on the approved tentative parcel map incorporated by reference and on file in the Planning Department Development shall occur substantially as shown unless otherwise noted in these conditions 11 , If any of the following conditions fail to occur, or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so implemented and maintained according to their terms, the City shall have the right to ..revoke or-modify all approvals herein granted, deny or further condition issuance of all future building permits, deny, revoke or further condition all certificates of occupancy issued under the authority of approvals herein granted, institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation No vested rights are gained by Developer or a successor in interest by the City's approval of this Minor Subdivision. 12 Staff is .authorized and directed to make, or require the Developer to make, all corrections and modifications to the Minor Subdivision documents, as necessary to make them internally consistent and in conformity with the final action on the project Development shall occur substantially as shown on the approved Exhibits Any proposed development different from this approval, shall require an amendment to this approval 13 Prior to the issuance of a building permit, the Developer shall provide proof to the Director.Jrom the Carlsbad Unified School District that this project has satisfied its obligation to provide school facilities , , 14 This project shall comply with all conditions and mitigation measures which are required as part of the Zone 1 Local Facilities Management Plan and any amendments made to Lea Minor Subdivision MS 05-20 Preliminary Conditions December 7, 2005 Page 3 of 5 that Plan prior to the issuance of building permits 15 Prior to the approval of a final map, the Developer shall pay to the City an Inclusionary housing in-lieu fee in the amount in effect at the time, as established by City Council Resolution from time to time If building permits are not issued within two years of the demolition of the existing residential structure, at issuance of building permits, or prior to the approval of a final map, the Developer shall pay to the City an mclusionary housing in-lieu fee as an individual fee on a per market rate dwelling unit basis in the amount in effect at the time, as established by City Council Resolution from time to time Fees/Agreements 16 Developer is required to pay all required fees and deposits prior to approval of the final parcel map 17 Developer shall pay the Local Drainage Area Fee prior to approval of the final parcel map Developer shall cause property owner to enter into a Neighborhood Improvement Agreement (NIA) with the City for the future public improvement of Buena Vista Way along the subdivision frontage for a half street width of 30-feet Public improvements shall include but are not limited to paving, base, sidewalks, curbs and gutters, grading, clearing and grubbing, undergrounding or relocation of existing utilities, fire hydrants, street lights, etc The NIA shall record prior to or concurrently with the recording of the Parcel Map 19 Developer shall cause property owner to execute and submit to the City Engineer for recordation the City's standard form Drainage Hold Harmless Agreement regarding drainage across the adjacent property 20 Prior to approval of any grading or building permits for this project, Developer shall cause Owner to give written consent to the City Engineer to the annexation of the area shown within the boundaries of the subdivision into the existing City of Carlsbad Street Lighting and Landscaping District No 1, on a form provided by the City Engineer Grading 21 Prior to hauling dirt or construction materials to or from any proposed construction site within this project, Developer shall apply for and obtain approval from, the City Engineer for the proposed haul route 22 No grading for private improvements shall occur outside the limits of this approval unless Developer obtains, records and submits a recorded copy to the City Engineer a grading or slope easement or agreement from the owners of the affected properties Improvements/Dedications Lea Minor Subdivision MS 05-20 Preliminary Conditions December 7, 2005 Page 4 of 5 23 Developer shall comply with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit, latest version Developer shall provide . improvements constructed pursuant to best management practices as referenced in the "California Storm Water Best Management Practices Handbook" to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be submitted to and subject to the approval of the City Engineer Said plans shall include, but not be limited to notifying prospective owners and tenants of the following a All owners and tenants shall coordinate efforts to-establish or work with established disposal programs to remove and properly dispose of toxic and hazardous waste products b Toxic chemicals or hydrocarbon compounds such as gasoline, motor oil, antifreeze, solvents, paints, paint thmners, wood preservatives, and other such fluids shall not be discharged into any street, public or private, or into storm drain or storm water conveyance systems Use and disposal of pesticides, fungicides, herbicides, insecticides, fertilizers and other such chemical treatments shall meet Federal, State, County and City requirements as prescribed in their respective containers > . , c Best Management Practices shall be used to eliminate or reduce surface pollutants when planning any changes to the landscaping and surface improvements . - Prior to issuance of building permits, Developer shall install separate sewer and potable water services to each lot proposed by this tentative parcel map These services shall be provided to the Satisfaction of the City Engineer _ . Parcel Map Notes i i 25 Note(s) to the following effect(s) shall be placed on the final parcel map as non-mapping data a Building permits will not be issued for development of the subject property unless the appropriate agency determines that sewer and water facilities are available b A private drainage easement shall be provided over a portion of Parcel 1 for the benefit of Parcel 2 Carlsbad Municipal Water District 26 Prior to issuance of building permits, Developer shall pay all fees, deposits, and charges for connection to public facilities Developer shall pay the San Diego County Water Authority capacity charqefs) prior to issuance of Building Permits Code Reminder n a a a PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No C5 Planner APN i ress tq£"3 <yt"srA Jessica Galloway Phone (760)602-602-4631 Type of Project & Use Zoning ^.^ I General Plan CFD (m/($ut)#_Date of participation Net Project Density Facilities Management Zone Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit ) Legend* Qj Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES _ NO )(. TYPE _ ___ Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required1 APPROVAL/RESO NO PROJECT NO YES TYPE DATE OTHER RELATED CASES Compliance with conditions or approval9 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone9 YES NO V CA Coastal Commission Authority? YES NOJ<_ If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed9 YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # f~~i 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 Inclusionary Housing Fee required YES NO ^yL (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed9 YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 n Site Plan- 1 Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, -easgmeTTte^^aftggijniJ pi UUP LIU d aliULluiui.. streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) 2 Provide legal description of property and assessor's parcel number - "} Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES X .. NO 50 D D 2 Project complies YES_ Zoning: D D D 1 Setbacks Front Interior Side Street Side Rear Top of slope [3 E] CD 2 Accessory structure se Front Interior Side Street Side Rear Structure separation X-s (ODD 3 Lot Coverage 2^ n n 4 He'9nt 5?L D D 5 Parking Spai (breakdown Residential Guest Spaces d d EH Additional Comments \I>£&&^&?~\ f. )<l NO Required O-O Required (a - C' Required NJ/A- Required IT/" Required AJ/A- tbacks i. n Af^vvVRequired ' * Required Required 1 Required Required Required ^iO/y Required "^ O ces Required ^~- by uses for commercial and Required Nl //^1 t ?x /" — ) ( A^~" "^^ x-n* ~i^-*^£V-^/ Shown ^C> Shown ^/ - 6^ Shown Shown "•> /^ Shown Shown Shown Shown Shown Shown Shown (Pfroyt'De f^tG&Af&S Shown • ^8" - ^ Shown "2- industrial projects required) Shown -jc^^. ^ ^ — -^ \-_. ^\/^' ^ . OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER -DATE \, H\ADM!N\COUNTER\BldgPlnchkRevChklst Rev 9/01 SOIL TESTERS PO Box 1195 Lakeside, California Julv26 2006 9204°JUiyZO,ZUUO (619)443-0060 Ron Lea Ron Lea Construction 1453 Buena Vista Way Carlsbad, California 92008 Subject: File No. 1106E4A-05 Report of Compacted Filled Ground Proposed Residential Building Site 1453 Buena Vista Way City of Carlsbad Dear Mr. Lea: In accordance with your request, our firm has inspected the grading operation and tested the fill soils that were placed and compacted during the preparation of the subject side. This is to report the results of our soil tests. The work was performed during the period between July 7, 2006 and July 11, 2006. The site is located at 1453 Buena Vista Way, City of Carlsbad. To briefly summarize the work, we found the compaction of the fill soils to conform to the recommended and approved grading specifications and current standard practices. SECTION No. 1. SCOPE Our function consisted of providing the engineering services involved with determining the degree of compaction of fill placed on the site in accordance with the recommendations set forth in our Site Inspection dated November 3, 2005 The results of the field density tests are presented on Page T-l under "Table of Test Results". The laboratory determinations of the maximum dry densities and optimum moisture contents of the fill soils are set forth on Page L-l under "Laboratory Test Results" The approximate locations of the filled ground and the field density tests are presented on Plate No. 1 entitled "Location of Field Density Tests". Ron Lea File No. 1106E4A-05 July 26,2006 * The grading was performed for the purpose of recompacting loose native soils and creating a level building pad for the construction of the proposed single family residence. SECTION No. 2. SOIL CONDITIONS Soils used in the fill were those generated from the on-site excavation. EARTHWORK Preparation Prior to placement of fill, the areas to receive fill were scarified, watered and compacted to 90 percent Natural ground to receive fill was tested to determine its relative compaction. Native soils having a relative compaction of less than 85 percent were removed, replaced and compacted to 90 percent. Placing and compacting fill Fill soil was placed, watered and mechanically densified in the areas indicated on attached Plate No. 1. During grading, any fill found to have a relative compaction of less than 90 percent was reworked until the proper density of 90 percent had been achieved. Field density test results: To verify compaction, field density tests were performed in accordance with applicable American Society of Testing and Materials (ASTM) test methods. Test method ASTM D1556-82 was used at the indicated locations. SECTION No. 3. SUMMARY AND RECOMMENDATIONS Based on the work and tests described hereinbefore and work description set forth in Section 1, 'Scope', we conclude. 1. The filled ground has been compacted to 90%. 2. The placement of fill has been accomplished hi accordance with the grading specifications and with current standard practices. 3. Spread footings will have a minimum allowable bearing value of at least 2500 | pounds per square foot. The allowable bearing value will be considerably more for footings larger than 12 inches wide and/or 12 inches deep. If loads heavier than 2500 pounds per square foot for continuous footings are anticipated, we should be contacted for an increased bearing value. 4. Expansive soils were not encountered. Conventional spread footings founded a minimum of 12 inches below lowest adjacent grade and having a width determined Ron Lea File No. 1106E4A-05 July 26, 2006 by the allowable soil bearing value as detailed above are recommended for foundation support. Footing widths should be at least 12 and 24 inches for continuous and square footings respectively due to practical considerations as well . as Building Code requirements. Reinforcing in footings should consist of one #4 steel bar placed continuously in the top and bottom of continuous footings regardless of structural requirements. Reinforcing for isolated footings are dictated by the structural requirements. 5. Concrete slab-on-grade should be constructed to have a nominal thickness of 4" and underlain with a sand blanket of 3 inches in thickness. Provide minimum temperature reinforcement consisting of 6X6-10/10 welded wire mesh. The sand subbase (sand blanket) should have a sand equivalent exceeding 30 per ASTM D2419. All slabs should either have a conventional thickened edge or be poured monohthically with continuous footings at the slabs perimeter. Conventional thickened edges should be 8" thick at slab edge, uniformly tapering to 4" thick at 2' from slab edge. The thickened edges or monolithic footings should extend completely around the slab's perimeter. Construction and expansion joints should be considered slab edges. Maximum spacing of expansion joints is 50' for interior slabs and 30' for exterior slabs. SECTION No. 4. LIMITATIONS UNIFORMITY OF SOIL CONDITIONS: The values presented in this report are based on our evaluation of the observed, exposed soil conditions. We have assumed that the soil conditions in the remaining portions of the site can be interpolated without significant deviation in physical properties. We have made a conscientious effort to select representative test locations and to provide enough tests for a statistically adequate population in excess of current standard practices. However, parameter values may be substantially different in other areas due to unforeseeable variations in the soils. Also, the parameters are affected in time by the moisture-expansion (volume)-pressure changes that seriously affect the tested values. ENGINEERING INTERPRETATION. We are available for consultation and should be made aware of any pertinent condition or problem. Our conclusions will be re-evaluated and any problem or potential problem solved with a minimum effort and cost before it gets out-of-hand. TIME LIMITS: This report presents conclusions and findings that are valid as of this date. Changes on this site and adjacent property including grading, improvements, drainage, erosion, etc. may directly affect the findings, conclusions and recommendations presented herein. Subsequent alterations Ron Lea File No. 1106E4A-05 July 26, 2006 or conditions may invalidate these recommendations and values. The values in this report will probably remain applicable for one year provided the site conditions remain unaltered. After this period, we should be contacted to inspect the site and review this report so that we may verify its validity. WARRANTY: Certain risks are involved with geotechnical and soil engineering work, which should be recognized by those involved. We have performed our services in accordance with current standard practices and procedures. These practices and procedures are those presently utilized by members of our profession in this region. We do not express or imply a warranty or guarantee regarding these services. OUTSIDE RESPONSIBILITY: It is the responsibility of the client (firm or person to whom this report is submitted) to insure that the information presented herein is made available to the concerned parties, hi addition it is the client's responsibility to make certain that any construction reflects any applicable requirements and conforms with the current codes of jurisdictive governmental agencies PROJECT CONCEPT: •We should be notified of any changes in the proposed structures, construction, or site grading, or project concept so that any addendum or modifications to this report may be provided as necessary. Summary of the GRADING SPECIFICATIONS USED for Proposed Residential Building Site 1453 Buena Vista Way City of Carlsbad SOIL TEST METHODS. Maximum Density & Opt Moisture -- ASTM D1557-78 Density of Soil m-Place -- ASTM Dl 556-82 Soil Expansion - UBC STANDARD 29-2 Shear Strength - ASTM D3080-72 Gradation & Grain Size -- ASTM Dl 140-71 Capillary Moisture Tension ~ ASTM D2325-68 LIMITING SOIL CONDITIONS: Minimum Compaction ~ 90% for "disturbed" soils. (Existing fill, newly placed fill, plowed ground, etc.) Ron Lea File No. 1106E4A-05 July 26, 2006 Expansive Soils Insufficient Fines Oversized Particles 85% for natural, undisturbed soils. 95% for pavement subgrade within 2' of finish grade and pavement base course. Expansion index exceeding 20 Less than 40% passing the #4 sieve. Rocks over 10" in diameter. PREPARATION FOR FILL: Brush, trash, debris and detrimental soils were cleared from the area to receive fill. Detrimental soil was removed to competent soil Slopes exceeding 20% were stepped with benches 10' or greater in width. The area to be filled was scarified to a 6" depth and compacted. FILL MATERIAL: Contained sufficient fines and did not contain oversized particles or excessive organics. Special attention was given to the disposition of any oversized rock, organic soils and expansive soils. Please read this report carefully. If you have any questions, please contact our office. This opportunity to be of service is sincerely appreciated. Page L-l, Page T-l and Plate No. 1 are parts of this report. Respectfully submitted, JCS/mlj cc: (3) submitted Ron Lea File No. 1106E4A-05 July 26, 2006 PageL-1 LABORATORY TEST RESULTS The maximum dry densities and optimum moisture contents of the fill materials as determined by the A.S.T.M., D1557-78, Method A, which uses 25 blows of a 10 pound rammer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot compaction cylinder, are presented as follows: Maximum Optimum Expansion Dry Density Moisture Soil Type Index Ib./cu.ft. Content dry wt. 1 Tan brown, silty, fine sand 23 131.6 . 8.5 Ron Lea PageT-1 File No. 1106E4A-05 July 26, 2006 TABLE OF TEST RESULTS A.S.T.M.. D1556-82 i TEST SOIL NO. TYPE 1 1 2 1 3 1 DEPTH OF FILL FIELD AT TEST MOISTURE IN FEET % +2 0 7.7 +3.5f.g. 9.1 +20fg. 9.4 MAXIMUM DRY DRY DENSITY DENSITY P.C.F. P.C.F. 1244 131.6 129.6 131.6 128.0 131.6 PERCENT COMPACTION 945 98.4 97.2 f.g. - finish grade » y^.w«3F»* rfc.s.mws^S^ m Bl/EA/A VISTA FIELD DENSITY TEST COMPACTED FILL LOCATION OF FIELD DENSITY TESTS PL Arc T 'BY- 11421 Woodside Ave , Suite C Santee, California 92071 (619)562-0500 Novembers, 2005 PO Box 1195 Lakeside, California 92040 (619) 443-0060 Ron Lea Construction 1453 Buena Vista Way Carlsbad, California 92008 SUBJECT Dear Mr Lea File No 1106E4A-05 SITE INSPECTION Proposed Residential Building Site 1453 Buena Vista Way City of Carlsbad SCOPE In accordance with your request, a Site Inspection has been performed at the subject site The purpose of this investigation was to examine existing site conditions and provide engineering recommendations for the two proposed single-family residential structures FIELD INSPECTION In order to accomplish this purpose, a representative of this firm visited the site, reviewed the topography and site conditions and visually and textually classified the surface and near surface soils Representative samples of the on-site soils were obtained from two test explorations approximately three feet in depth and tested for density, shear strength and expansive characteristics SITE CONDITIONS The subject site is a relatively level residential property located on the south side of Buena Vista Way in a rural/residential neighborhood The property slopes from east to west at approximately 2 to 3 degrees The site is presently occupied by a one-story single-family residence with detached garage and a concrete parking slab Nearby properties are also occupied by residential structures Man made fill soils were not encountered during the course of this investigation, however native soils were loose and compressible to approximately three feet in depth Ron Lea Construction File No 1106E4A-05 November 3, 2005 SOIL CONDITIONS The soils encountered in the provided trench locations were native, loose to firm, lightly cemented but porous, dry, brown, silty, sands to approximately one foot in depth These surface soils were underlain by firm, lightly cemented but porous, dry to humid, tan, silty, sands that became more cemented, and more dense with depth to the bottom of the explorations, approximately 3 feet in depth The sandy soils encountered in the test explorations were not considered to be detrimentally expansive with respect to change in volume with change in moisture content and will not require special foundation design to resist expansive soils CONCLUSIONS AND RECOMMENDATIONS 1 In order to provide uniform support for the proposed structure, the porous native soils m proposed building areas should be excavated to firm natural ground (approximately 3 feet in depth), replaced and recompacted to 90 percent compaction in accordance with the following Grading Specifications The recompaction should extend at least 5 feet outside the proposed building footprint Any organic or other deleterious material that may be encountered should be removed prior to recompaction 2 Conventional spread footings founded a minimum of 12 inches below lowest adjacent grade and having a width determined by the allowable soil bearing value as detailed above are recommended for foundation support Footing widths should be at least 12 inches for continuous footings and 24 inches for square footings due to practical considerations as well as Building Code requirements This footing design is a minimum based upon the foundation soil type and does not take into consideration structural requirements 3 Reinforcing in footings should consist of at least on e #4 steel bar placed continuously in the top and bottom of continuous footings regardless of structural requirements Reinforcing for isolated footings are dictated by the structural requirements These recommendations are based upon on the soil type encountered and do not take into consideration the proposed bearing load 4 Concrete slabs-on-grade should be constructed to have a nominal thickness of 4" and underlain with a sand blanket of 3 inches in thickness Provide minimum temperature reinforcement consisting of 6X6-10/10 welded wire mesh The sand subbase (sand blanket) should have a sand equivalent exceeding 30 per ASTM D2419 All slabs should either have a conventional thickened edge or be poured monolithically with Ron Lea Construction File No 1106E4A-05 November 3, 2005 continuous footings at the slabs perimeter Conventional thickened edges should be 8" thick at slab edge, uniformly tapering to 4" thick at 2' from slab edge The thickened edges or monolithic footings should extend completely around the slab's perimeter Construction and expansion joints should be considered slab edges Maximum spacing of expansion joints is 50' for interior slabs and 30' for exterior slabs 5 A representative sample of the foundation soil was remolded to 90% of maximum dry density Based on the following test results, a safe allowable bearing value of at least 2500 pounds per square foot may be used in designing the foundations and slab for the proposed structure This value may be increased by one third for wind and/or seismic loading Angle of Internal Friction 37° Cohesion 262 psf Unit weight 1193pcf Maximum Dry Density 1316 pcf Optimum Moisture Content 8 5% Expansion Index 23 RECOMMENDED GRADING SPECIFICATIONS Proposed Residential Building Site 1453 Buena Vista Way City of Carlsbad GENERAL: Soil Testers and 'Soil Engineer1 are synonymous hereinafter and shall be employed to inspect and test earthwork in accordance with these specifications, the accepted plans, and the requirements of any junsdictive governmental agencies They are to be allowed adequate access so that the inspections and tests may be performed The Soil Engineer shall be apprised of schedules and any unforeseen soil conditions Substandard conditions or workmanship, inadequate compaction, adverse weather, or deviation from the lines and grades shown on the plans, etc > shall be cause for the soil engineer to either stop construction until the conditions are corrected or recommend rejection of the work Refusal to comply with these specifications or the recommendations and/or interpretations of the soil engineer will be cause for the soil engineer and/or his representative to immediately terminate his services Deviations from the recommendations of the Soil Report, from the plans, or from these Specifications must be approved in writing by the owner and the contractor and endorsed by the soil engineer Ron Lea Construction File No 1106E4A-05 Novembers, 2005 SOIL TEST METHODS: Maximum Density & Opt Moisture Density of Soil In-Place Soil Expansion Shear Strength Gradation & Grain Size Capillary Moisture Tension Organic Content LIMITING SOIL CONDITIONS: --ASTM D1557-70 -- ASTM D1556, D2922 and D3017 ~ UBC STANDARD 29-2 -ASTMD3080-72 - ASTM Dl 140-71 -ASTMD2325-68 — % Weight loss after heating for 24 hours at 300° F and after deducting soil moisture Minimum Compaction Expansive Soils Insufficient fines Oversized Particles 90% for'disturbed'soils (Existing fill, newly placed fill, plowed ground, etc ) 84% for natural, undisturbed soils 95% for pavement subgrade within 2* of finish grade and pavement base course Expansion index exceeding 20 Less than 40% passing the #4 sieve Rocks over 10" in diameter PREPARATION OF AREAS TO RECEIVE FILL: Brush, trash, debns and detrimental soils shall be cleared from the areas to receive fill Detrimental soils shall be removed to firm competent soil Slopes exceeding 20% should be stepped uphill with benches 10' or greater in width Scarify area to receive fill to 6" depth and compact FTLL MATERIAL shall not contain insufficient fines, oversized particles, or excessive orgamcs On-site disposition of oversized rock or expansive soils is to be at the written direction of the Soil Engineer Select fill shall be as specified by the soil engineer AH filk ihall hp compacted and tested SUBDRAINS shall be installed if required by and as directed by and detailed by the soil engineer and shall be left operable and unobstructed They shall consist of 3" plastic perforated pipe set in a minimum cover of 4" of filter rock in a ' vee' ditch to intercept and drain free ground from the mass fills Perforated pipe shall be schedule 40, Poly-Vinyl-Chlonde or Acrylonitnle Butadienne Styrene plastic Rock filter material shall conform to the following gradation Sieve size %Passing 3/4" 90-100 #4 25-50 #30 5-20 #200 0-7 Subdrains shall be set at a minimum gradient of 0 2% to dratn by gravity and shall be tested by dye flushing before acceptance Drains found inoperable shall be excavated and replaced Ron Lea Construction File No H06E4A-05 November 3, 2005 CAPPING EXPANSIVE SOILS: If capping expansive soils with non-expansive soil to mitigate the expansive potential is used, the cap should be compacted, non-expansive, select soil placed for a minimum thickness 3' over the expansive soil and for a minimum distance of 8' beyond the exterior perimeter of the structure Special precautions should be taken to ensure that the non-expansive soil remains uncontaminated and the minimum thickness and dimensions around the structure are maintained The expansive sods underlying the cap of non-expansive cap should be pre-saturated to a depth of 3' to obtain a degree saturation exceeding 90% before any construction supported by the compacted cap The non-expansive soil comprising the cap should conform to the following Minimum Compaction 90 % Maximum Expansion Index 30 Minimum Angle of Internal Friction 33 Deg Cohesion Intercept 100 psf UNFORESEEN CONDITIONS: Soil Testers assume no responsibility for conditions that differ from those described in the applicable current reports and documents for this property Upon termination of the soil engineer's services for any reason, his fees up to the time of termination become due and payable If it is necessary for the soil engineer to issue an unfavorable report concerning the work that he has been hired to test and inspect, the soil engineer shall not be held liable for any damages that might result from his "unfavorable report1 If we can be of any further assistance, please do not hesitate to contact our office This opportunity to be of service is sincerely appreciated Respectfully submitted, & phC Sftiyth,RCE 21650 J JCS/ss cc (3) submitted t-t CHRISTIAN WHEELER 1- N G I N F. E II I N G April 6, 2006 Soil lesteis Post Office Box 1195 Lakeside, CA 92040 C\\ E 2060028 1 SUBJECT SEISMIC DESIGN CRITERIA, PROPOSED RESIDENTIAL BUILDING SITE, 1453 BUENA VISTA WAY, CARLSBAD, CALIFORNIA RFFbRENCFS 1) Site Inspection, Proposed Residential Building Sue, 1453 Buena Vista Way, City of Carlsbad, California by Soil Testers, File No UOGE.4A-05, dated November 3, 2005 2) Maps of Known Active Fault Near-Source Zones m California and Adjacent Portions of Nevada by California Division of Mines and Geology, dated February 1998 3) Geologic Maps of the Northwestern Part of San Diego County, California, California Division of Mines and Geology Open-File Report 96-02 by Siang S Ian and Michael P Kennedy Dear Ladies and Gentlemen In accordance with \our request, we have prepared this letter to present pertinent seismic/geotechmcal information regarding tbe project site The ^cope of our limited study consisted of a review of the referenced soils report, <i review of other pertinent literature, and the preparation of this letter that includes our findings GENERAL GEOLOGIC SETTING The pioject site is located in the Coastal Plains Physiographic Province of San Diego County and is underlain by Qua ternary-age and Tertiary-age sedimentary deposits, associated suificial soils, and artificial fill The near-surface materials at the site are described in the referenced icpott by Soil Testers SEISMIC DESIGN PARAMETERS Based on a maximum magnitude (Mmax) earthquake of 7 2 along 4925 Mcrcuo Sticet> S.n U.ego, CA 921 1 . * « 5 8-4 9 6 - 9 7 6 0 * , AX 8*8.496^758 C\\ b 2060028 April 6, 2006 the neatest portion of the Newport-Inglewood or the Rose Canyon Fault Zone, the Maximum Bedrock Acceleration at the -site \\ould be approximately 0 41 g For structural design purposes, a damping ratio not gieater than 5 percent of critical dampening, and Sod Profile T\pe SD aie recommended (UBC Table 16-)) Billed upon the location of the site at approximately eight kilometers from the Nc\vport-Ingle\vood Fault and the Rose Cam on Fault Zone (l}pe B Faults), Near Source Factors N-, equal to 1 0 and NK equal to 1 08 are albO applicable These values, along with other seismically related design parameters from the Uniform Building Code (UBC), Volume II, Chapter 16, utilizing a Seismic Zone 4 are presented in tabular form belou UBC -CHAPTER 16 TABLE No 16-1 16-J 16-Q 16-R 16-S 16-T 16-U SEISMIC PARAME1ER Seismic Zone Factor Z Soil Profile Type Seismic Coefficient Ca Seismic Coefficient Cv Near Source Factor NT Near Source Factor N% Seismic Source Type RECOMMENDED VALUE 040 Si? 044N, 064N, 10 1 08 B LIQUEFACTION Liquefaction is the phenomenon that may result m large total and/or differential ground surface settlement and possible lateral ground spreading during an earthquake Liquefaction occurs when loose, satuiatcd, generally fine sands and silts are subject to strong ground shaking The soil loses all shear strength and becomes a viscous liquid for a short period of time, and then usually solidifies Settlement of the ground surface and failure of foundations caused by liquefaction is usually only affected by the soils that liquefy \vithin the upper 30 feet, the effect of liquefaction of soils below this depth is not usually manifested at the ground surface Four conditions usually must be present before liquefaction can occur 1) 1 he soil is below the groundwater table, i e , saturated, 2) The soil is composed predominant!} of fine sand and silt, 3) The soil is in a loose to medium dense state, 4) "1 he soil is sub)ect to a .sufficient magnitude and duration of strong ground shaking C\Vb 2060028 April 6, 2006 3 Based on the available information, it appears that not all of the conditions leqmred for liquefaction are present at the subject site The level of anticipated groundshaking from seismic activm is high but the gioundwater table is reLmvely deep and the native materials at the Mtc appear to be medium dense to dense and are not considered subject to liquefaction If \ou ha\e am questions after reviewing this letter, please do not hesitate to contact this office Respectfully submitted, CHRISTIAN \VHEELER ENGINEERING Curtis R Burden, CEG #1090 CRB crb cc (4) Submitted 1090 CERTIFIED NG1NEERING GEOLOGIST 1006 *********************** * * * EQFAULT * * * * Version 3 00 * * * *********************** DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS JOB NUMBER 2060023 DATE 04-06-2006 JOB NAME 1453 Buena Vista Way CALCULATION NAME Test Run Analysis FAULT-DATA-FILE NAME C \Program Files\EQFAULTl\2002CGSFLTE DAT SITE COORDINATES SITE LATITUDE 33 1685 SITE LONGITUDE 117 3408 SEARCH RADIUS 100 mi ATTENUATION RELATION 3} Boore et al (1997) Horiz - NEHRP D (250 UNCERTAINTY (M-Median, S=Sigma) M Number of Sigmas 0 0 DISTANCE MEASURE cd_2drp SCOND 0 Basement Depth 5 00 km Campbell SSR Campbell SHR COMPUTE PEAK HORIZONTAL ACCELERATION FAULT-DATA FILE USED C.\Program Files\EQFAULTl\2002CGSFLTE DAT MINIMUM DEPTH VALUE (km) 0 0 EQFAULT SUMMARY DETERMINISTIC SITE PARAMETERS ABBREVIATED FAULT NAME NEWPORT- INGLEWOOD (Offshore) ROSE CANYON CORONADO BANK ELSINORE (TEMECULA) apppny i ruin T-T7rvtr tr t\.vJ A. .LL'Lrvi. c^ DISTANCE mi 5 2( 5 7{ 21 6( 23 5( ELSINORE (JULIAN) j 23 B ( ELSINORE (GLEN IVY) SAN JOAQUIN HILLS PALOS VERDES EARTHQUAKE VALLEY NEWPORT- INGLEWOOD (L A Basin) 32 8 ( 34 4 ( 35 51 43 9 ( 45 3 ( (km) 8 9. 34 37 38 52 55 57 70 72 3) 2) 7) 8) 3) 8) 4) 2) 7) 9) ESTIMATED MAX EARTHQUAKE EVENT MAXIMUM EARTHQUAKE MAG (Mw) 7 1 7 .2 7 6 6 8 PEAK SITE ACCEL g 0 412 0 410 0 202 0 124 71 | 0 144 6 8 6 6 7 3 6 5 7 1 0 096 0 101 0 117 0 065 0 088 EST SITE INTENSITY MOD MERC X X VIII VII VIII VII VII VII VI VII SAN J&CINTO-ANZA CHINO-CENTRAL AVE (Elsinore) SAN JACINTO-SAN JACINTO VALLEY WHITTIER SAN JACINTO-COYOTE CREEK ELSINORE (COYOTE MOUNTAIN) SAN JACINTO-SAN BERNARDINO PUENTE HILLS BLIND THRUST San Bernardino M-l Whole M-la SB-Coach M-lb-2 SB-Coach M-2b BORREGO - 1857 Rupture M-2a - Cho-Mo^ M-lb-1 - Mcgave M-lc-3 SAN ANDREAS SAN ANDREAS SAN ANDREAS SAN ANDREAS SAN JACINTO SAN JOSE CUCAMONGA SIERRA MADRE PINTO MOUNTAIN SAN ANDREAS - Coachella M-lC-5 NORTH FRONTAL FAULT ZONE (West) UPPER ELYSIAN PARK BLIND THRUST BURNT MTN CLEGHORN SAN ANDREAS SAN ANDREAS SAN ANDREAS RAYMOND NORTH FRONTAL FAULT ZONE (East) CLAMSHELL-SAWPIT EUREKA PEAK VERDUGO SUPERSTITION MTN (San Jacinto) HOLLYWOOD ELMORE RANCH LANDERS HELENDALE - S LOCKHARDT SUPERSTITION HILLS (San Jacinto) SANTA MONICA LAGUNA SALADA MALIBU COAST LENWOOD-LOCKHART-OLD WOMAN SPRGS JOHNSON VALLEY (Northern) SIERRA MADRE (San Fernando) NORTHRIDGE (E Oak Ridge) BRAWLEY SEISMIC ZONE EMERSON So - COPPER MTN SAN GABRIEL ANACAPA-DUME -END OF SEARCH- 57 FAULTS FOUND THE NEWPORT-INGLEWOOD (Offshore)FAULT IS CLOSEST TO THE SITE IT IS ABOUT 5 2 MILES (8 3 km) AWAY 46 0 ( 46 1 ( 46 5 ( 50 4 ( 52 1( 58 3 ( 58 9 ( 60 6{ 64 9( 64 9 ( 64 9 ( 64 9 ( 66 4 ( 67 2 ( 69 5 ( 69 9( 71 0 [ 72 5 { 73 6( 76 1( 76 3 ( 76 6 ( 78 0 ( 78 0 { 78 0 ( 78 3 ( 78 9 ( 79 3 ( 79 6 ( 81 5 ( 83 0( 83 4 ( 86 5 ( 86 6 ( 87 4 ( 87 6 ( 87 7 ( 89 8 { 91 1 ( 91 5 ( 94 1( 94 4 ( 94 7 ( 95 3 ( 95 5( 96 2 ( 96 5 ( ) WITHIN 74 1) 74 2) 74 8) 81 1) 83 9) 93 9) 94 8) 97 5) 104 5) 104 5) 104 5) 104 5) 106 8) 108 1) 111 8) 112 5) 114 2) 116 6) 118 4) 122 5) 122 8) 123 2) 125 5) 125 5) 125 5) 126 0) 127 0) 127 6) 128 1) 131 1) 133 5) 134 3) 139 2) 139 3} 140 7) 140 9) 141 1) 144 5) 146 6) 147 3) 151 5) 152 0) 152 4) 153 4) 153 7} 154 8) 155 3) '******' THE SPI 7 2 6 7 6 9 6 8 6 6 6 8 6 7 7 1 7 5 8 0 7 7 7 7 6 6 6 4 6 9 7 2 7 2 7 2 7 2 6 4 6 5 6 5 7 8 7 8 7 4 6 5 6 7 6 5 6 4 6 9 6 6 6 4 6 6 7 3 7 3 6 6 6 6 7 0 6 7 7 5 6 7 6 7 7 0 6 4 7 0 7 2 7 5 r********-**T :CIFIED SEA? 0 091 0 085 0 077 0 069 0 060 0 062 0 058 0 085 0 082 0 107 0 091 0 091 0 050 0 054 0 069 0 OSO 0 065 0 064 0 077 0 049 0 043 0 043 0 083 0 083 0 OG7 0 051 0 056 0 050 0 039 0 061 0 042 0 046 0 041 0 059 0 058 0 040 0 049 0 049 0 050 0 063 0 040 0 049 0 057 0 034 0 047 0 052 0 073 •A-********** ,CH RADIUS VII VII VII VI VI VI VI VII VII VII VII VII VI VI VI VII VI VI VII VI VI VI VII VII VI VI VI VI V VI VI VI V VI VI V VI VI VI VI V VI VI V VI VI VII -******#** LARGEST MAXIMUM-EARTHQUAKE SITE ACCELERATION 0 4122 g City of Carlsbad ^J. ^VB^HBWV^HM^HMH^^^^^^^^^^^^^^^^^^^BBuilding 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: Building Permit Plan Check Number Project Address- APN Project Applicant (Owner Name(s) Project Description1 BUILDING TYPE: Residential: at Id Number of New Dwelling Units ( Square Feet of Living Area in New Dwelling Second Dwelling Unit Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercial/Industrial City Certification of applicant's information Square Feet Floor Area Date: -SeHOQL DISTRICTS WITHIN THE C!TV OF CARLSBAD Carlsbad Unified School District . . >. 801 PineAve ->*( ^UW Carlsbad CA 92009 (729-9291) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Encmitas Union School District 101 South Rancho Santa Fe Rd Encmitas, CA 92024 (944-4300) San Dteguito Union High School District TIOEncinitasBlvd Encmitas, 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 untts 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 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnctfs))^ 0' 1635 Faraday Avenue fp\/i«:pH a/17/nn Carlsbad, CA 92OO8-7314 • (7GO) 6O2-27OO • FAX (760) 6O2-856O THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER GAYLEN FREEMAN DEPUTY SUPERINTENDENT CARLSBAD UNIFIED SCHOOL Ufc1 ulCT 6225 EL CAMINO REAL CARLGDAD,CA 02009 City of San DiegoInspection Services Division - Planning and Development Review 9601 Ridgehaven Court - Suite 220 • MS 1102-B San Diego, CA 92123 Information (858) 492-5070 - FAX (858) 492-5098 Certificate of Compliance for Off-Site Fabrication BUILDING PERMIT NO /S PLAN FILE NO (For projects wilh multiple permit numbers but with the same plan file number, you may list all permit numbers and addresses on a separate sheet ) JOB SITE ADDRESS I ty f 3 ffj£*Wi DESCRIPTION OF COMPONENTS FABRICATED * (MUST BE FILED WtTH THIS OFFICE AND APPROVED PRIOR TO ERECTION OF FABRICATED COMPONENTS) -• FABRICATION CO NAME 5OMTfr E^V K)&Lt>fAj£" TELEPHONE NO f£/^ } FABRICATION SHOP ADDRESS 1 & 1 <^> CoMUT^ £M\A$~ FAX NO ( C ^ ) CITY ^ UAyg>Z STATE &A: ZIP CODE f FABRICATOR IS CURRENTLY CERTIFIED BY (refer to BNL 17-6) D ICBO D AISC D ACI Q PCI D pti SfOther £-_^t_£ Certificate No _j£j*t-^_2L.j^ Expiration DateJ^UJ^J / .£.067 r \ SPECIAL INSPECTOR ASSIGNED (BY BUILDING OWNER) Certificate No (Not required for a fabricator registered and approved by the City of San Diego, unless otherwise noted on the approved permitted plans and specifications) FABRICATION DRAWINGS REVIEWED AND ACCEPTED BY DESIGNER OF RECORD? O YES Q NO STRUCTURAL FRAMING PLANS, DETAILS & CALCULATIONS REVIEWED AND APPROVED BY THE CITY OF SAN DIEGO BUILDING OFFICIAL? D YES D NO FABRICATION COMMENCEMENT DATE FABRICATION COMPLETION DATE We hereby certify that the components described and listed herein comply with the approved permitted plans, specifications and workmanship provisions of the California Building Code as amended by The City of San Diego and other applicable regulations We further certify that each fabricated member or component has been inspected and meets all the requirements of the California Building Code as amended by The City of San Diego and other applicable regulations We further certify that each fabricated member or component listed herein shipped to the project job site with an identifying mark or tag We understand this certificate shall be submitted to the Inspection Services Division and the architect / engineer of record prior to erection of the fabricated members and components NOTE This certification is limited to fabncation of the components or members descnbed above to be used in the structures identified by the permit numbers shown and is not transferrable to any other fabrication work or other construction sites Name (Pnnt)Title Any person signing this application as an agent of the fabncation company declares under penalty of perjury to be an authorized agent of record of the fabncation company having the authority to execute this document Executed on this Signature This information is available in alternative formats for persons with disabilities To request this information in alternative format, call (619) 446-5446 or (800) 735-2929 QT) DS-311 (3-00)