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Home My WebLink About1251 BASSWOOD AVE; ; CB051892; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB051892 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title Applicant LANCE DICKES 1642CAUDORST 92024 760-942-5772 1251 BASSWOOD AV CBAD RESDNTL Sub Type RAD 2051122600 Lot# 0 $254,800 00 Construction Type VN Reference # 0 Structure Type 0 Bathrooms 0 ORTH RES-DEMO 297 SF-ADD NEW 1981 SF.704 SF GARAGE, 1538 SF DECKS Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 05/25/2005 KG 08/24/2005 08/24/2005 Owner ORTH GREGORY A 1251 BASSWOOD AVE CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $1,02396 $000 $665 57 $000 $000 $2548 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (31 041 93) License Tax (43041 93) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541 ) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $17500 $6000 $4600 $000 $000 $000 $1 ,483 33 $000 $000 $3,479 34 Total Fees $3,479 34 Total Payments To Date $585 50 Balance Due $2,893 84 Inspector IN STORAGE 2893. FINAL APR Date kPPRlOVAL.yitfnffl 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 fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 16^5 Faraday Ave , Carlsbad, CA 92008 Address (include Bldg/Suite #) FOR OFFICE USE ONLY PLAN CHECK EST VAL Plan Ck Deposit Validated By Date s Business Name (at this address)COP 585-50 Unit No Phase No Total # of unitsLegal Description . v S3 f/flats . State/Zip _ . Telephone # Fax #Address Contractor O Agent for Contractor. D^Qwner City geriVfor Owner State/Zip Telephone # (- «> tt»o& ~ no 2- Name 5 CONTRACTOR - COMPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # "6 -WpRKERiE.'"c6MPENSATiON ' ]yy -« ::. •--:; • ;^;. • "•• • - - """:~K\::^ Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued f~l I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE DATE 17- " OWNER^BUILDER DECLARATION n I hereby affirm that I am exempt from the Contractor s License Law for the following reason n I as owner of the property or my employees with wages as their sole compensation, 'witr^SThe 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) l~l 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) l~l 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 fj YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR.NON-RESiDENf/AL BUILDING PERMITS ONLY ':Bi;;:N;.' '"••-A^U^^., ::J 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? O YES l~l NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 l~l YES l~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' O 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 18. CONSTRUCTION LENDINGJAGENCY '. "" ' Ifc j :,..,rt.,'^ ••••';r -«L --V^ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER'S NAME LENDER S ADDRESS 19., APPLICANT CERTIFICATION ;Jp '; , •_, - . - ; ;m gp-' ;, " ,;;/; I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issuedjby the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commences! within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commepced \tr&i>eriod.of J8dK,a\K"[5estign 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE V ./ I / l/i/l I / [/ \/ \/ WHITE File YELLOW Applicant PINK Finance PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date Address (include Bldg/Suite #)Business Name (at this address) Unit No Phase No Total # of units SON (if different fror applican) Name Address Contractor Q'Agent for Contractor!Owner City ]|Agent fqrJOwner State/Zip Telephone # Fax tt Name 4 -PROPERTY OWNER Address City State/Zip Telephone # Name / " Address City State/Zip Telephone # 'sM[cb>inr^cWR2^biviPANY NAME ' • "~™ •' :"" '",.' '•"". ' ' •' " ~~"'~- ":':::SiSa,."'"' : '"i':.. "" (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500i) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # 6 ,.„. WORKERS' COMPENSATION":',.-:,:.,,,. .... :..".."„, "'^° .yjjjl: ,.lf3:" . ,~1" , ' -S; : Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations n I nave 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 n I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS^ECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS) [Tj CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000) in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE DATE i affirm that I am exempt from the Contractor's License Law for the following reason 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 i 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) 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) l~l 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 [UNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE icbMPLEfE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES fj NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~l YES l~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? [~l YES |~l 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 8S5-CONSTRUCTIpNjLENDING>GENCY . '°':: """77,. :: ' '""','^1-., „ '" !""." ' Vp-'^''" "fff" , *"'.*" ""•' ^ :::.::i: I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER'S NAME LENDER'S ADDRESS , :APPLTCANTCERTIFICAficiNi '""S. ". ^\ :;.;: ' 71" .;. , A ,.;i ;:if .,,£,;. .-,A ,. ..sliiMF." I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced ftr a/p^noJ of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance Cits; of Carlsbad .RECEJVED APR 2 i 2008 I Dept Building Engineering Planning CMWD St Lite Fire Plan Check# Date Permit* CB051892 Permit Type RESDNTL Project Name ORTH RES-DEMO 297 SF-ADD NEW Sub Type RAD 1981 SF.704 SF GARAGE 1538 SF DECKS Address 1251 BASSWOOD AV Lot 0 Contact Person (pca^i Phone (0SJS" Sewer Dist CA \ Water Dist CA i (ill ' • (• ! >) '• V, ~U7 ' l.Nt,iNr t,!,(.. ..-I'-XUIS'l..-,, .tl I (< r . ,,.' Inspected By /; Inspected By Inspected By Comments Date S/; Inspected , Date Inspected Date Inspected (j/lSf*^ Approved ^ Approved Approved • — ""Disapproved Disapproved Disapproved City of Carlsbad Bldg Inspection Request For 10/16/2008 Permit* CB051892 Title ORTH RES-DEMO 297 SF-ADD NEW Description 1981 SF.704 SF GARAGE, 1538 SF DECKS Inspector Assignment PY Sub Type RAD 1251 BASSWOOD AV Lot 0 Type RESDNTL Job Address Suite Location OWNER ORTH GREGORY A Owner BRANDENBURG BETH L Remarks Engineering has approved/Can you final? Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Phone 0000000000 Inspector Requested By NA Entered By CHRISTINE Act Comments Comments/Notices/Holds CV030688 PCR05221 ISSUED PCR06041 ISSUED PCR07001 ISSUED Associated PCRs/CVs Original PC# CLOSED O-FENCE IMPEDES ACCESS TO WTR, METER READING & MAINTANKNCE ORTH RES- STRUCT DETAIL FOR , FOR FOUNDATION DETAIL D ON SI02 ORTH RES - MODIFIED RET/FOUND , WALL ORTH RES- DEFERRED TRUSS. ORTH DECK REVISIONS & 600 SF, RET WALLS NOTCH HEADER HOLD DOWNSPCR07023 ISSUED Inspection History Date Description 05/02/2008 89 Final Combo 04/18/2008 89 Final Combo 02/06/2008 92 Compliance Investigation 10/30/2007 89 Final Combo Act Insp Comments PA PY NEED ENG FOR FINAL NS PY NEED ENGINEERING TO FINAL NS PY KEEP OPEN TILL 4/20/08 PA PY NOTE'OK TO OCCUPY-GAS &ELEC RELEASED BUT NOT FINAL WITHOUT ENGINEERING DRAINAGE ISSUES COMPLETE PERMIT TO EXPIRE IN 180 DAYS 10/02/2007 09/27/2007 09/25/2007 11 Ftg/Foundation/Piers 89 Final Combo 66 Grout NR PY CO PY AP PY SEE NOTICE ATTACHED City of Carlsbad Bldg Inspection Request For 05/02/2008 Permit# CB051892 Title ORTH RES-DEMO 297 SF-ADD NEW Description 1981 SF.704 SF GARAGE, 1538 SF DECKS Inspector Assignment PY 1251 BASSWOODAV Lot 0 Type RESDNTL Sub Type RAD Job Address Suite Location OWNER ORTH GREGORY A Owner ORTH GREGORY A Remarks Phone 7606855028 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By GREG Entered By JANEAN Act Comment Comments/Notices/Holds Associated PCRs/CVs Original PC# CV030688 CLOSED 0-FENCE IMPEDES ACCESS TO WTR, METER READING & MAINTANENCE PCR05221 ISSUED ORTH RES- STRUCT DETAIL FOR , FOR FOUNDATION DF.TAIL D ON SI 02 PCR06041 ISSUED ORTH RES - MODIFIED RET/FOUND , WALL PCR07001 ISSUED ORTH RES-DEFERRED TRUSS, ORTH DECK REVISIONS & 600 SF, RUT WALLS, NOTCH HEADER, HOLD DOWNSPCR07023 ISSUED Inspection History Date Description 04/18/2008 89 Final Combo 02/06/2008 92 Compliance Investigation 10/30/2007 89 Final Combo 10/02/2007 11 Ftg/Foundation/Piers 09/27/2007 89 Final Combo 09/25/2007 66 Grout 09/17/2007 61 Footing Act Insp Comments NS PY NEED ENGINEERING TO FINAL NS PY KEEP OPEN TILL 4/20/08 PA PY NOTE'OK TO OCCUPY-GAS &ELEC RELEASED BUT NOT FINAL WITHOUT ENGINEERING DRAINAGE ISSUES COMPLETE PERMIT TO EXPIRE IN 180 DAYS SEE NOTICE ATTACHED NR PY CO PY AP PY AP MC FRONT RET WALL PER RT 2/1 & REAR DECK FOOTINGS PER RT 4/2 City of Carlsbad Bldg Inspection Request For 10/30/2007 Permit* CB051892 Title ORTH RES-DEMO 297 SF-ADD NEW Description 1981 SF.704 SF GARAGE, 1538 SF DECKS Inspector Assignment PY Sub Type RAD 1251 BASSWOODAV Lot 0 Type RESDNTL Job Address Suite Location OWNER ORTH GREGORY A Owner ORTH GREGORY FAMILY TRUST 04-26-05 Remarks Phone 7606855028 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By NA Entered By CHRISTINE Act . Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# CV030688 CLOSED O-FENCI: IMPEDES ACCESS TO WTR, METER READING & MAINTANENCE PCR05221 ISSUED ORTH RL'S-STRUCT DETAIL FOR FOR FOUNDATION DETAIL DON SI02 PCR06041 ISSUED ORTH RES - MODIFIED RET/FOUND , WALL PCR07001 ISSUED ORTH RES- DEFERRED TRUSS ORTH DECK REVISIONS & 600 SF, RET WALLS, NOTCII HEADER, HOLD DOWNSPCR07023 ISSUED Inspection History Date Description 10/02/2007 11 Ftg/Foundation/Piers 09/27/2007 89 Final Combo 66 Grout 61 Footing 66 Grout 66 Grout 11 Ftg/Foundation/Piers 17 Interior Lath/Drywall 16 Insulation Act Insp Comments PY SEE NOTICE ATTACHED 09/25/2007 09/17/2007 08/17/2007 08/16/2007 07/24/2007 05/25/2007 05/15/2007 NR CO PY AP PY AP MC AP AP PA AP AP PY PY PY MC PY FRONT RET WALL PER RT 2/1 & REAR DECK FOOTINGS PER RT 4/2 NEED SET BACK LETTER City of Carlsbad Bldg Inspection Request For 09/27/2007 Permit* CB051892 Title ORTH RES-DEMO 297 SF-ADD NEW Description 1981 SF.704 SF GARAGE, 1538 SF DECKS Inspector Assignment PY Sub Type RAD 1251 BASSWOODAV Lot 0 Type RESDNTL Job Address Suite Location OWNER ORTH GREGORY A Owner ORTH GREGORY FAMILY TRUST 04-26-05 Remarks AM PLEASE - PRELIM FINAL Phone 7608031736 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By GREG ORTH Entered By CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# CV030688 CLOSED O-FENCE IMPEDES ACCESS TO WTR METER READING & MAINTANENCE PCR05221 ISSUED ORTH RES-STRUCT DETAIL FOR FOR FOUNDATION DETAIL D ON SI02 PCR06041 ISSUED ORTH RES - MODIFIED RET/FOUND , WALL PCR07001 ISSUED ORTH RES-DEFERRED TRUSS. ORTH DECK REVISIONS & 600 SF RET WALLS, NOTCH HEADER HOLD DOWNSPCR07023 ISSUED Inspection History Date Description 09/25/2007 66 Grout 09/17/2007 08/17/2007 08/16/2007 07/24/2007 05/25/2007 05/15/2007 05/02/2007 04/26/2007 61 Footing 66 Grout 66 Grout 11 Ftg/Foundation/Piers 17 IntenorLath/Drywall 16 Insulation 84 Rough Combo 14 Frame/Steel/Boltmg/Weldmg Act Insp Comments AP PY AP MC FRONT RET WALL PER RT 2/1 & REAR DECK FOOTINGS PER RT 4/2 AP PY AP PY PA PY NEED SET BACK LETTER MCAP AP AP PA PY PY PY CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE LOCATION TIME PERMIT NO -•A J nFOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? ! ' YES & FOR FU^fclER INfQRMATIO>f CONTACT PHONE CODE ENFORCEMENT OFFICER NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE L*>\ (s. LOCATION PERMIT NO FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? I I YES FOR FURTHER INFORMATION, CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER ® City of Carlsbad Bldg Inspection Request For 05/16/2006 Permit# CB051892 Inspector Assignment PY Title ORTH RES-DEMO 297 SF-ADD NEW Description 1981 SF,704 SF GARAGE, 1538 SF DECKS Type RESDNTL Sub Type RAD Phone Job Address 1251 BASSWOOD AV Suite Lot 0 Location Inspector APPLICANT LANCE DICKES Owner ORTH GREGORY FAMILY TRUST 04-26-05 Remarks Total Time Requested By NA Entered By CHRISTINE CD Description /\ct Comment 11 Ftg/Foundation/Piers Comments/Notices/Hold Associated PCRs/CVs Original PCS CV030688 CLOSED O-FENCE IMPEDES ACCESS TO WTR, METER READING & MAINTANENCE PCR05221 ISSUED ORTI I RES-STRUCT DETAIL FOR , FOR FOUNDATION DETAIL DONS102 PCR06041 ISSUED ORTI I RES - MODIFIED RET/FOUND , WALL Inspection History Date Description Act Insp Comments 03/21/2006 11 Ftg/Foundation/Piers PA PY EAST SIDE ONLY 03/17/2006 11 Ftg/Foundation/Piers NR PD 03/10/2006 11 Ftg/Foundation/Piers NR PY NO ONE THERE 10AM NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE *-Y f**/u ^ TIME. LOCATION PERMIT NO /UT"—/ S^ '-f- FOR INSPECTION,GALL (760) 602-2725 RE-INSPECTION FEE DUE? YES FOR FURTHER INFORMATION, GONTACT PHONE CODE ENFORCEMENT OFFICER EsGii Corporation In Partnership with government for (Building Safety DATE August 18, 2005 JURISDICTION Carlsbad PLAN CHECK NO 051892 SET II PROJECT ADDRESS 1251 Basswood Ave PROJECT NAME SFD Addition & Remodel for Greg Orth a APPLICANT rj-pTArREVIEWER a FILE 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 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 Date contacted Mail Telephone Telephone # (by ) Fax In Person Fax # XI REMARKS Complete the attached special inspection program and submit to the city for their approval By Abe Doliente Esgil Corporation D GA D MB D EJ D PC Enclosures 8/11/05 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Partnership witH government for <BmCding Safety DATE June 1O, 20O5 JURISDICTION Carlsbad ^Q-PLAN REVIEWER Q FILE PLAN CHECK NO O51892 SET I PROJECT ADDRESS 1251 Basswood Ave PROJECT NAME SFD Addition & Remodel for Greg Orth 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 Lance Dickes, Architect 1642 Caudor St, Encmitas, CA 92024 Esgil Corporation staff did not advise the applicant that the plan check has been completed XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Lance Dickes£ (AnJ Telephone # 760/942-5772 Date cWffefed Uwff)' (by jp<) Fax # - 5260 Mail ..^-Telephone -/ Fax^^ In Person REMARKS By Abe Doliente Enclosures Esgil Corporation D GA D MB D EJ D PC 5/31/05 tmsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad O51892 June 10, 20O5 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 051892 JURISDICTION Carlsbad PROJECT ADDRESS 1251 Basswood Ave FLOOR AREA SFD Addn - 1795 SF Garage - 725 SF, Decks - 1538 SF REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED June 10, 2O05 STORIES 2 + B HEIGHT DATE PLANS RECEIVED BY ESGIL CORPORATION 5/31/05 PLAN REVIEWER Abe Doliente 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 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), which adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 1999 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 OS 1892 June 1O, 2OO5 Please make all corrections on the original tracings, as requested in the correction list Submit two sets of plans for residential projects For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete . PLANS 1 Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) 2 Clearly dimension building setbacks from the east property lines Section 10633 3 Special inspection is required for the use of epoxy The architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached city form • FOUNDATION/STRUCTURAL 4 The soils engineer recommended that he/she review the foundation excavations Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report" 5 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents Carlsbad O51892 June 1O, 2005 6 Note on plans that surface water will dram away from building and show drainage pattern Section 1804 7 7 Show minimum underfloor ventilation equal to 1 sq ft for each 150 sq ft of underfloor area Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides Section 23067 8 Please provide evidence that the engmeer-of-record (or architect) has reviewed the truss calculation package prepared by others (i e , a "review" stamp on the truss calculations or a letter) Section 106 3 4 1 9 Show the required floor joists (2-2 X 6 DF # 2 @ 16" O C ) and girders (4X10 DF # 2) as called out on sheet 24 of the structural calculations Refer to sheet S100 of the plans 10 Show the required pad footing for FB-4 (42" X 42" X 18" deep with 5- # 4 E W as called out on sheet F-1 of the structural calculations Refer to sheet S100 of the plans 11 Show 12 ft of shear wall type 10 at line 1, garage area bottom floor, as called out on sheet L-10 of the structural calculations Refer to sheet S101 of the plans • MECHANICAL (UNIFORM MECHANICAL CODE) 12 Specify on the plans the following information for the fireplace(s), per Section 10633 a) Manufacturer's name b) Model name/number c) ICBO approval number, or equal d) Show height of chimney above roof per ICBO approval or UBC Table 31-B e) Note on the plans that approved spark arresters shall be installed on all chimneys UBC, Section 3102 3 8 13 Note on plan Gas vents and noncombustible piping in walls, passing through three floors or less, shall be effectively draft stopped at each floor or ceiling UBC, Section 711 3 14 Detail the dryer exhaust duct design from the dryer to the exterior The maximum length is 14 feet with (two) 90° elbows UMC Section 504 2 2 • MISCELLANEOUS 15 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 Carlsbad OS 1892 June 1O, 2OO5 16 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans • Have changes been made to the plans not resulting from this correction list? Please indicate Yes Q No a 17 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 Abe Doliente at Esgil Corporation Thank you ESGIL CORP Fax:18585601576 Jun 10 2005 15=31 P.07 Carlsbad 051892 June 10,3005 City of Carlsbad Building D e p a r tm e n t BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 051892 Job Address or Legal Description 125 1 Barawood Ave You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during 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 prior to the issuance of the building permit. Special Inspectors having a current certification Scorn 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) ESGIL CORP.Fax: 18585601576 Jun 10 2005 15'31 P. 08 Carlsbad 051892 June 10, 2006 {SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 1251 Bass wood Ave PLAN CHECK NUMBER: B051892 OWNER'S NAME: QreoOrth I, as the owner, or agent of the owner (contractors may npj employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspectors) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above Signed 1. List of work requiring special inspection: D Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI Prestressed Concrete Structural Masonry Designer Specified Field Welding High Strength Bolting Expansion/Epoxy Anchors Sprayed-On Flreproofing Other 2. Name(s) of indivldual(s) or flrm(s) responsible for the special inspections listed above: C. TLQ •"!! ' ' 3. Duties of the special Inspectors for the work listed above: A oer/KL.^ c% <hf 11 _> . .\r^i C B.Arwoftf ftug ug. Special inspectors shall check in with the City and present their credentials for approval prior to tejjmnmg work on the job *te. Carlsbad O51892 June 1O, 2OO5 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Abe Doliente BUILDING ADDRESS 1251 Basswood Ave BUILDING OCCUPANCY R-3/U-1 PLAN CHECK NO O51892 DATE June 10, 2005 TYPE OF CONSTRUCTION V-N BUILDING PORTION SFD Addition Garage Decks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 1795 725 1538 1795 cb Valuation Multiplier 11000 2400 1300 ,. 350 By Ordinance Reg Mod VALUE ($) 197,450 17,400 19,994 6,283 241,127 $983 92 Plan Check Fee by Ordinance Type of Review D Repetitive Fee| ™ ] Repeats Comments Complete Review D Other r-| Hourly Structural Only Hour Esgil Plan Review Fee $639 55 $551 00 Sheet 1 of 1 macvalue doc lance drew dickes 4 August 2005 City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 tel. 7 6 O 942 5772 cell 760.402.1949 fax 76O 942 S26O email, a r c h I d d @ c ox net 1642 caudor street leueadla, California 92O24 RE: Orth Residence 1251 Basswood Avenue Carlsbad, CA AP.N 205-112-26-00 Plan Check # CB051892 Foundation / Stuctural Item # 8 Truss Calcs Review I have reviewed the revised truss layout and calculations prepared by Stone Truss Company of Oceanside, CA This material appears to be coordinated with the structural drawings and in compliance with the structural requirements of the project The truss dimensions will be field verified during the framing process, before truss fabrication is authorized Lance D. Dicnes, Project Architect r City of Carlsbad Wor ks ee r n g BUILDING PLANCHECK CHECKLIST 5DATE BUILDING A6DRESS ~ PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER PLANCHECK NO CB Q5/&& EST VALUE APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build D A Right-of-Way permit is required prior to construction of the following improvements ENGINEERING DEPARTMENT DENIAL Please se>s the^attached report of deficiencies marked withjp^vlake necessary corrections to plans or specjficatTdtoB for compliance with applicable codes and stanoa/ds Submit corrected plans and/or specifications to tnis office for review By By Date Date Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT. D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement IH Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet Name ENGINEERING DEPT CONTACT PERSON JOANNE JUCHNIEWICZ Address Phone City of Carlsbad 1635 Faraday Avenue, Carlsbad, CA 92008 (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract Carlsbad, CA 9200817314 - (76O) 602-2720 - FAX (760) BUILDING PLANCHECK CHECKLIST SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show A North Arrow B Existing & Proposed Structures Existing Street Improvements Property Lines /§*) Easements Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service D 2 Show on site plan u Drainage Patterns - 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " Existing & Proposed Slopes and Topography ^>roo r^Uz. Size, type, location, alignment of existing or proposed sewer and water service that serves the project Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception Sewer and water laterals should not be located within proposed driveways, pe standards 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved EXISTING PERMIT NUMBER DESCRIPTION F \BUILDING PLANCHECK CKLST FORM doc BUILDING PLANCHECK CHECKLIST ,ST RD3 D DISCRETIONARY APPROVAL COMPLIANCE 4a Project does not comply with the following Engineering Conditions of approval for Project No D 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 $ 15,000 . pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows /O £JG*^H /niTAgo-Jk:^ ^ yti^y Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 V£" 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 D IMPROVEMENT REQUIREMENTS 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 $ 75,000 . 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 1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST 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 Ci 6b 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 $360 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 Future public improvements required as follows QU(\o , cf,ytV<r- 5~rg&t^g*/f~ v „ _ _t_ /TV li Q oi_«. , A tr I j a vyL, i n r Cf—.Jk ixr^-ri-^QpcJc '/NOV 'e. CH d E] 6c Enclosed please find your Neighborhood Improvement Agreement Please return agreement signed and notarized to the Engineering Department Neighborhood Improvement Agreement completed by Date CH CH C] 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy 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, impjgrt, \ export and remedjaf) This information mus^beJncTudecTon the plans. [H O 7b Grading Permit required A separate gradmg 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 D D D 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 BUILDING PLANCHECK CHECKLIST ST1 D ND2 D ,RD D D D 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tre^j£irommg,-dniv.ew^yj^nsjnjction, tying into public storm dram, sewer and-water utilities Right-of-Way permit required for 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 11 Required fees are attached Q No fees required WATER METER REVIEW 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units received "standard" 1" service with 5/8" service F \BUILDING PLANCHECK CKLST FORM doc .ST RD D D 12b 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 STA1+00 Install 2" service and 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 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future D 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this D D D 13 Additional Comments: F VBUILDING PLANCHECK CKLST FORM doc -7 Rev 7/14KTO ENGINEERING DEPARTMENT M^"FEE CALCULATION WORKSHEET C)^t^t^i\^ *~^ n itimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal IJ&Address Prepared by Date Bldg Permit No Checked by _Date EDU CALCULATIONS- List types and square footages for all uses Types of Use _ Sq Ft /Units Types of Use _ Sq Ft /Units APT CALCULATIONS. List types and square footages for all uses Types of Use Sq Ft /Units Types of Use Sq Ft /Units EDU's EDU's ADT's ADT's FEES REQUIRED: WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee)D NO D 1 PARK-IN-LIEU FEE FEE/UNIT PARK AREA & # X NO UNITS =$. D 2 TRAFFIC IMPACT FEE ADT's/UNITS FEE/ADT =$_ D D n n tf 3 BRIDGE AND THOROUGHFARE FEE ADT's/UNITS 4 FACILITIES MANAGEMENT FEE UNIT/SQ FT 5 SEWER FEE EDU's BENEFIT AREA EDU'S 6,-SEWER LATERAL ($2,500) ' 12,7 DRAINAGE FEES PLDA L> ACRES . "3 / (DIST #1 DIST #2 X FEE/ADT ZONE X FEE/SO FT /UNIT X FEE/EDU X FEE/EDU HIGH /LOW S X FEE/AC *fvvf DIST #3 ) =$ =$ =$ =$ s^ =$s =$ //?? X-X D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F \FEE CALCULATION WORKSHEET doc 1 of 2 Rev 7/14/00 *i1City of Carbbad Interactive GIS Map - Microsoft Internet Explorer provided by City of Refresh Map Layers \febte Miue r—, Surveyed City •' Boundary ,—, s-\ Municipal "" '*"' Boundaries Beach Overlay r-, Defetred Certification Commercial Visitor Overlay Coastal Zone Street names Streets 0 Facilities G Drainage Basins •:'.'• 3D Outfalls .~, Storm Dram file* Search View Tool Update; Window Help fej^ Save IIFull Dwa .Quick Da«5 :; Data Pw«t Map Index i Record 1 ofl I Page 1 of 1 Parcel 2051122600 Owner Orth Gregory A CoOwner Sit« 1251 Basswood Ave Carlsbad 92008 Mail 1251 Basswood Ave CarlsbadCa92008 Xfered 06/D4Q001 Pnce $270,000 PrXfer PrPnce Doc a 362506 Deed Deed PrDoc* Vesting Land Use 111 Res,Single Family Residence BldgUse *unknovm Budding Use* Zoning 1 R-1,SINGLE FAMILY RESIDENTIAL Plat MuUs Add Map# 000514 Total Land Staict Other % Improv Exempt Type Tax Area 0405 Tax MapGnd Phone Owner Tenant $301.431 $254,357 $47,074 16 $7,000 Homeowners 09000 $3,098 42 1106F5 N> Legal MULLS ADD E 80 FT OF W 142 45 FT OF N200FTBLK2 Census Tract 178 01 District Data Elementary School Carlsbad Unified High School Carlsbad Unified Com College Mara Costa bedrooms 2 PftthrAnmc 7 OH Block 2 Fire Park/Rec Water units I Har»<»*t;!« ',M-,., ......,,.,,. Carlsbad Lot Acres 1 n» ^rtUt fl J 1 a 588 J/l I "EDO PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Checl Planner. APN: o. CB z- Address Phone (760) 602- Net Project Density:Type of Project & Use:. Zoning- p~-1 General Plan: J?LtMFacilities Management Zone: _ CFD (in/out) #_Date of participation: Remaining net dev acres:. DU/AC Circle One (For non-residential development: Type of land used created by this permit: ) Leoend:_ C3 Item Complete D 'tern Incomplete - Needs your action Environmental Review Required: YES NO X TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO X TYPE. DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 0 Coastal Zone Assessment/Compliance Project sjte located in Coastal Zone? YES NO \ / CA Coastal Commission Authority? YES NO /\ 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 completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required* (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. D Inclusionary Housing Fee required: YES NO V4 - (Effective date of Inclusionary Housing Ordinance - May 21,^993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATEI) Site Plan: H.\ADMIN\eOUNTER\BkJgPlnchkRevChklBt R«v9/D1 DD on 2. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES X , NO •M! bMfl bvrf • • k / HDD 2- Project complies YES Y NO Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear. Top of slope: 2. Accessory structure sell Front- Interior Side: Street Side: Rear Structure separation: Required Required Required Required ,. Required backs: Required Required Required Required Required 2^^ /Shown ft S Shown Shown < — /<£? Shown l~2>n — Shown ' ^-^ Shown Shown Shown Shown Shown Required. Required. Spaces Required. 3. Lot Coverage: 4. Height: 5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Shown. . Shown. Shown _ MW Additional Comments. IS 6 Mrrr DK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER HAADMIWXDUNTERNBkJgPlnchkRevChW* DATE lance drew dickes tel: 76O.942 5772 cell 76O 402 1949 fax. 7 6 O 942.526O email arehldd@eox.net 1842 caudor street leueadla, California 92O24 9 June 2005 City of Carlsbad Development Services Planning Department Mike Strong, Planner, plan-checker for this project. Mike, we are requesting an adjustment of the sideyard setbacks for Could you review this with the planning director, and let us kn acceptable. RE- Orth Residence 1251 Basswood Avenue Carlsbad, CA APN 205-112-26-00 CB051892 The city is requiring that the owner of this property dedicate 1 0 feet along the street frontage in order to bring the right-of-way width from 40 feet to 60 feet When this is done, a large portion of the existing house is in the new 20 ft frontyard setback, thus is made non-conforming We are proposing to remove this portion of the existing house This will reduce the existing floor area from 807 s.f to just 501 s.f. The owner will lose 306 s f of existing floor space For this reason, we are requesting that the sideyards for this property be adjusted per section 21 .1 0 070, b. of the Carlsbad municipal code Sideyard widths are 8 feet on each side (1 0% of 80 ft property width) We propose to reduce the sideyard width on the east side by 3 feet to 5 feet width, and increase the west sideyard by 3 feet from 8 feet to 1 1 feet. This will enable the interior rooms along the east side of the mam floor to be reasonable size If the 8 ft. setback is maintained on this side, the two bedooms and bath in the existing part of the house would be so small as to be unusable Attached is a copy of the site plan * id ground floor plans forypur review Thank you for your assistance, Lance D. Dickes, Architect >or plans torvpur review[6 DEPARTMENT APPROVAL *. i.J lance drew dickes IK tei. 76O.942. 5772 f a x- 760.942.5260 1642 caudor street leucadla, California 92O24 date: to: f oef SUbject: message: IS IH STriMcrufie TO ^ ^ (S <00W9D ( o. nfe USNASL Ivn 0 fci O tf)o (/) LVyi k^§§s 1%4•9 4 * & 1 *S [5- | s> « (U ? 3 S on s; in•>*- N s <K 1 8 g I 0 ft a S! ~ 5 s 3 3 • § « T •5 ? 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LUL mu i ri 1 f! .il »!!ili M!;«sMi H H 'H11N3AV CIOOA\SSV9 ISZl COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS August 3, 2005 Greg Orth and Beth Brandenburg 1251 Basswood Avenue Carlsbad, CA 92008 Subject FOUNDATION PLAN REVIEW Proposed Remodel 1251 Basswood Avenue Carlsbad, California Reference PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Remodel 1251 Basswood Avenue Carlsbad, California Prepared by Coast Geotechmcal Dated May 23, 2005 Dear Mr Orth and Ms Brandenburg As requested, we have reviewed the project foundation plans, Sheets SI00 and SI01, dated July 29, 2005, prepared by Lance Drew Dickes Architecture, and observed that they have, in general, included the recommendations presented in our Preliminary Geotechnical Investigation, (Job No P-455045) COMMENTS 1) The foundation plan indicates footing depths from grade However, the site is underlain by a wedge-shaped fill mass up to 3 0 feet All footings should penetrate fill materials and founded the design depth into competent terrace deposits, as recommended in the Preliminary Geotechnical Report 779 ACADEMY DRIVE • SO LAN A BEACH, C. (858) 755-8622 • FAX (858) 755-9 Coast Geotechnical August 3, 2005 W.O. P-455045 Page 2 2) Retaining walls, from 6 5 to 10 feet, are planned for the split-level residential and garage pads Wall backfill should be observed and tested by a representative of the geotechnical engineer 3) The driveway slab should be a minimum of 5 0 inches, as recommended in the Preliminary Geotechnical Report LIMITATIONS The findings and opinions presented herein have been made in accordance with generally accepted professional principals in the fields of engmeenng geology and geotechnical engineering No warranty is expressed or implied If you have any questions regarding this report, please contact our office Reference to our Job No P-455045 will help expedite a response to your inquiry Respectfully submitted COAST GEOTECHN 5-31-06 \x i r> n /- c /-\\ \ CERTIFIEDMark Burwell, C E GA^ \ ENGINEERING EnP'tiPPnna npn1ncn<:t\S. .« \GEOLOGIST,gmeenng Geologist\<p ^W &i Vithaya SinghanetJ Geotechnical Engi COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS May 23, 2005 Greg Orth and Beth Brandenburg 1251 Basswood Avenue Carlsbad, CA 92008 RE PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Remodel 1251 Basswood Avenue Carlsbad, California Dear Mr Orth and Ms Brandenburg In response to your request and in accordance with our Proposal and Agreement dated April 8,2005, we have performed a preliminary geotechmcal investigation on the subject site for the proposed residential remodel The findings of the investigation, laboratory test results and recommendations for foundation design are presented in this report From a geologic and soils engineering point of view, it is our opinion that the site is suitable for the proposed development, provided the recommendations m this report are implemented during the design and construction phases However, certain geotechmcal conditions will require special consideration in foundation design and site development If you have any questions, please do not hesitate to contact us at (858) 755-8622 This opportunity to be of service is appreciated Respectfully COAST GEOTECH Mark Burwell, C E Engineering Geologis' 779 ACADEMY DRIVE • SOI ANA BEACH. CALIKL (858) 755-8622 • EAX (858) 755-9 Y2f Vithaya Geotechmcal Engi |07, PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Remodel 1251 Basswood Avenue Carlsbad, California Prepared For: Greg Orth and Beth Brandenburg 1251 Basswood Avenue Carlsbad, CA 92008 May 23, 2005 W.O. P-455045 Prepared By: COAST GEOTECHNICAL 779 Academy Drive Solana Beach, California 92075 TABLE OF CONTENTS VICINITY MAP 4 INTRODUCTION 5 SITE CONDITIONS 5 PROPOSED DEVELOPMENT 5 SITE INVESTIGATION 6 LABORATORY TESTING 6 GEOLOGIC CONDITIONS 7 CONCLUSIONS 11 RECOMMENDATIONS 12 A TEMPORARY SLOPES/SHORING/EXCAVATION CHARACTERISTICS 12 B FOUNDATIONS 13 C SLABS ON GRADE (INTERIOR AND EXTERIOR) 14 D RETAINING WALLS 14 E SETTLEMENT CHARACTERISTICS 15 F SEISMIC CONSIDERATIONS 15 G SEISMIC DESIGN PARAMETERS 15 H PRELIMINARY PAVEMENT DESIGN 16 I UTILITY TRENCH 16 J DRAINAGE 17 K GEOTECHNICAL OBSERVATIONS 17 L PLAN REVIEW 18 LIMITATIONS 18 REFERENCES 20 APPENDICES APPENDIX A LABORATORY TEST RESULTS EXPLORATORY BORING LOGS TEST PIT LOG PLATE A CROSS SECTION A-A' SITE PLAN APPENDIX B REGIONAL FAULT MAP SEISMIC DESIGN PARAMETERS DESIGN RESPONSE SPECTRUM APPENDIX C GRADING GUIDELINES Topo USA® 5 0 VICINITY MAP SUBJECT PROPERTYn Dala use subject to license © 2004 DeLorme Topo USA® 5 0 www delorme com 7^ 533~3~ft Data Zoom 14-4 Coast Geotechnical May 23, 2005 W.O. P-455045 PageS INTRODUCTION This report presents the results of our geotechmcal investigation on the subject property The purpose of this study is to evaluate the nature and characteristics of the earth materials underlying the property, the engineering properties of the surficial deposits and their influence on the proposed residential remodel SITE CONDITIONS The subject property is located west of Highland Drive, along the south side of Basswood Avenue, in the city of Carlsbad The property includes a rectangular lot that slopes gently to the west at a grade of approximately 6 5 percent Previous development has created a relatively level pad m the northwestern portion of the site to accommodate a small, single family residence The western portion of the pad is supported by a 3 0+ foot high segmented wall A detached garage is located west of the building pad The property is bounded along the east and west by developed residential lots Vegetation includes grass, plants and a few trees Drainage is generally by sheet flow to the west PROPOSED DEVELOPMENT Plans for the development of the site were prepared by Lance Drew Dickes, Architecture The project includes the construction of a two story addition along the upper eastern pad and a garage Coast Geotechnical May 23, 2005 W.O. P-455045 Page 6 with a second story along the lower pad Existing site walls, deck/patio and the garage will be demolished, however, most of the existing residence will remain The addition along the upper pad will be supported on stem wall footings and column pads A retaining wall with a maximum height of 5 0 feet and a slab on grade are planned for the garage/addition along the lower pad SITE INVESTIGATION One (1) exploratory boring was drilled to a depth of 20 feet with a hollow-stem drill rig Two (2) exploratory borings were drilled to a maximum depth of 9 2 feet with a portable auger drill Earth materials encountered were visually classified and logged by our field engineering geologist Standard penetration tests (SPT) were performed in the hollow-stem boring Undisturbed, representative samples of earth materials were obtained at selected intervals Samples were obtained by driving a thin walled steel sampler into the desired strata The samples are retained in brass rings of 2 5 inches outside diameter and 1 0 inches in height The central portion of the sample is retained in close fitting, waterproof containers and transported to our laboratory for testing and analysis LABORATORY TESTING Classification The field classification was verified through laboratory examination, in accordance with the Unified Soil Classification System The final classification is shown on the enclosed Exploratory Logs Coast Geotechnical May 23, 2005 W.O. P-455045 Page? Moisture/Density The field moisture content and dry unit weight were determined for each of the undisturbed soil samples This information is useful in providing a gross picture of the soil consistency or variation among exploratory excavations The dry unit weight was determined in pounds per cubic foot The field moisture content was determined as a percentage of the dry unit weight Both are shown on the enclosed Laboratory Tests Results and Exploratory Logs Maximum Dry Density and Optimum Moisture Content The maximum dry density and optimum moisture content were determined for selected samples of earth materials taken from the site The laboratory standard tests were in accordance with ASTM D-1557-91 The results of the tests are presented in the Laboratory Test Results GEOLOGIC CONDITIONS The subject property is located in the Coastal Plains Physiographic Province of San Diego The property is underlain at relatively shallow depths by Pleistocene ten-ace deposits The terrace deposits are underlain at depth by Eocene-age sedimentary rocks which have commonly been designated as the Santiago Formation on published geologic maps The terrace deposits are covered by soil and, in part, by wedge-shaped fill deposits A brief description of the earth materials encountered on the site follows Coast Geotechmcal May 23, 2005 W.O. P-455045 PageS Artificial Fill An apparent wedge-shaped fill mass appears to be present along the western half of the upper building pad In the vicinity of Boring No 2, approximately 3 0 feet of fine and medium-grained sand was encountered The fill is typically moist and loose Other fills are present behind site walls and the rear yard wall Approximately 2 0 feet of fill/soil (undifferentiated) was encountered in Boring No 3 along the lower driveway area The surficial deposits are composed of brown clayey sand Residual Soil Minor residual soil probably overlies the terrace deposits in undisturbed areas of the site Soil generally consists of brown slightly clayey fine and medium-grained sand and is typically moist and loose Terrace Deposits Underlying the surficial materials, poorly consolidated Pleistocene terrace deposits are present The sediments are composed of tan to grey brown clayey, fine and medium-grained sand The upper 2 0 to 2 5 feet of the terrace deposits are typically weathered and clayey Below the weathered zone, the terrace deposits grade to fine and medium-grained slightly clayey sand and become increasingly dense with depth Regionally, the Pleistocene sands are considered flat-lying and are underlain at depth by Eocene-age sedimentary rock units Coast Geotechnical May 23, 2005 W.O. P-455045 Page 9 Expansive Soil Based on our experience in the area and previous laboratory testing of selected samples, the fill, soil and Pleistocene terrace deposits reflect an expansion potential in the low range Existing Foundation No evidence of a perimeter footing was observed along the eastern portion of the residence Test Pit No 1 suggests that the western stem wall footing is founded approximately 1 6 feet below the exterior grade However, the footing is founded into relatively loose fill deposits Groundwater Significant seepage was encountered in all three (3) exploratory borings, at a depth of approximately 7 0 to 7 5 feet The seepage conditions appear to be perched above dense terrace deposits It should be noted that additional or fluctuating seepage problems can develop after completion of construction These seepage problems most often result from prolonged rainfall, drainage alterations, landscaping and over-irrigation hi the event that seepage or saturated ground does occur, it has been our experience that they are most effectively handled on an individual basis Tectonic Setting The site is located within the seismically active southern California region which is generally characterized by northwest trending Quaternary-age fault zones Several of these fault zones and Coast Geotechnical May 23, 2005 W.O. P-455045 Page 10 fault segments are classified as active by the California Division of Mines and Geology (Alquist- Pnolo Earthquake Fault Zoning Act) Based on a review of published geologic maps, no known faults transverse the site The nearest active fault is the offshore Rose Canyon Fault Zone located approximately 5 2 miles west of the site It should be noted that the Rose Canyon Fault is not a continuous, well-defined feature but rather a zone of right stepping en echelon faults The complex series of faults has been referred to as the Offshore Zone of Deformation (Woodward-Clyde, 1979) and is not fully understood Several studies suggest that the Newport-Inglewood and the Rose Canyon faults are a continuous zone of en echelon faults (Treiman, 1984) Further studies along the complex offshore zone of faulting may indicate a potentially greater seismic risk than current data suggests Other faults which could affect the site include the Coronado Bank, Elsmore, San Jacmto and San Andreas Faults The proximity of major faults to the site and site parameters are shown on the enclosed Seismic Design Parameters Liquefaction Potential Liquefaction is a process by which a sand mass loses its shearing strength completely and flows The temporary transformation of the material into a fluid mass is often associated with ground motion resulting from an earthquake Owing to the moderately dense nature of the Pleistocene terrace deposits and the anticipated depth to groundwater, the potential for seismically induced liquefaction and soil instability is considered low Coast Geotechnical May 23, 2005 W.O. P-455045 Page 11 CONCLUSIONS 1) The subject property is located in an area that is relatively free of potential geologic hazards such as landslidmg, liquefaction and seismically induced subsidence However, certain geotechnical conditions will require special consideration m the design and construction phases 2) Fluctuations within the groundwater level due to prolonged rains and irrigation should be anticipated A previous study just north of the site on Pine Avenue suggests that perched groundwater rose m winter months to within 20 to 30 feet from grade Special consideration for subsurface drainage and waterproofing of retaining walls should be provided, in this regard 3) A subdram should be constructed along the eastern property line extending laterally for the length of the structure (see Subdram Detail A) The depth of the subdram is estimated to range from 3 5 feet to 4 0 feet below grade However, the depth of the subdram should be based on field measurements such that the subdram and hardline drains to a suitable outlet at a grade of 1 0 percent In general, the deeper the subdram, the more effective it will be It should be noted that the existing structure is located approximately 3 0 lateral feet from the eastern property line Proposed footings for the existing structure and addition should be founded below a 45 degree plane projected up from the base of the subdram trench Coast Geotechnical May 23, 2005 W.O. P-455045 Page 12 4) The existing fill, soil and weathered terrace deposits are not suitable for the support of existing or proposed structural footings, or concrete flatwork All footings should penetrate surficial deposits and founded the designed depth into competent terrace deposits Surficial deposits should be removed and replaced as compacted fill, if encountered, in areas of exterior concrete or pavement 5) In areas where the garage excavation cannot be trimmed back to a safe temporary gradient due to the proximity of existing residential footings, shoring may be required 6) It is anticipated that the garage excavation will extend through most of the surficial deposits encountered on the site However, if loose materials are encountered in the area of the proposed slab, they should be compacted All retaining wall and garage footings should penetrate weathered materials and founded the design depth into competent terrace deposits RECOMMENDATIONS Temporary Slopes/Shormg/Excavation Characteristics Temporary slopes greater than 3 5 feet should be excavated at a gradient of 3/4 1 (horizontal to vertical), or less, depending upon conditions encountered during grading If existing footings, structures or other constraints prevent a temporary slope, shoring of the excavation/structure will be required Depending upon the season, high groundwater conditions may occur during construction Coast Geotechnical May 23, 2005 W.O. P-455045 Page 13 Additional recommendations wi 11 be necessary, in this regard All excavations should be constructed in accordance with Cal-OSHA requirements Based on our experience in the area, the Pleistocene sands are nppable with conventional earth moving equipment in good working order All excavations should be observed by an engineering geologist or geotechmcal engineer Foundations The following design parameters are based on footings founded into competent terrace deposits Footings for the proposed addition should be a minimum of 12 inches wide and founded a minimum of 18 inches into competent terrace deposits for single-story and two-story structures A 12 inch by 12 inch grade beam should be placed across the garage opening Footings should be reinforced as per the project structural engineer's design For design purposes, an allowable bearing value of 2000 pounds per square foot may be used for foundations at the recommended footing depths The bearing value indicated above is for the total dead and frequently applied live loads This value may be increased by 33 percent for short durations of loading, including the effects of wind and seismic forces Resistance to lateral load may be provided by friction acting at the base of foundations and by passive earth pressure A coefficient of friction of 0 35 may be used with dead-load forces A passive earth pressure of 300 pounds per square foot, per foot of depth of terrace deposits penetrated to a maximum of 2500 pounds per square foot may be used Coast Ceo technical May 23, 2005 W.O. P-455045 Page 14 Slabs on Grade (Interior and Exterior) Slabs on grade should be a minimum of 4 0 inches thick and reinforced in both directions with No 3 bars placed 18 inches on center in both directions The slab should be underlain by a minimum 2 0-inch sand blanket (S E greater than 30) Where moisture sensitive floors are used, a minimum 6 0-mil Visqueen or equivalent moisture barrier should be placed over the sand blanket and covered by an additional two inches of sand Utility trenches underlying the slab may be backfilled with on- site materials, compacted to a minimum of 90 percent of the laboratory maximum dry density Slabs including exterior concrete flatwork should be reinforced as indicated above and provided with saw cuts/expansion joints, as recommended by the project structural engineer All slabs should be cast over dense compacted subgrades Retaining Walls Cantilever walls (yielding) retaining nonexpansive granular soils may be designed for an active- equivalent fluid pressure of 35 pounds per cubic foot Restrained walls (nonyieldmg) should be designed for an "at-rest" equivalent fluid pressure of 58 pounds per cubic foot These values do not consider surcharge loads from adjacent structures Wall footings should be designed in accordance with the foundation design recommendations All retaining walls should be provided with an adequate backdramage system (Miradram 6000 or equivalent is suggested) The soil parameters assume a level nonexpansive granular backfill compacted to a minimum of 90 percent of the laboratory maximum dry density Coast Geotechnical May 23, 2005 W.O. P-455045 Page 15 Settlement Characteristics Estimated total and differential settlement over a honzontal distance of 30 feet is expected to be on the order of 1 0 inch and 3A inch, respectively It should also be noted that long term secondary settlement due to irrigation and loads imposed by structures is anticipated to be % inch Seismic Considerations Although the likelihood of ground rupture on the site is remote, the property will be exposed to moderate to high levels of ground motion resulting from the release of energy should an earthquake occur along the numerous known and unknown faults in the region The Rose Canyon Fault Zone located approximately 5 2 miles west of the property is the nearest known active fault and is considered the design earthquake for the site A maximum probable event along the offshore segment of the Rose Canyon Fault is expected to produce a peak bedrock honzontal acceleration of 0 34g and a repeatable ground acceleration of 0 22g Seismic Design Parameters (1997 Uniform Building Code) Soil Profile Type - SD Seismic Zone - 4 Seismic Source - Type B Near Source Factor (Nv) - 1 1 Near source Acceleration Factor (Na) - 1 0 Seismic Coefficients Ca = 044 Cv = 0 68 Coast Geotechnical May 23, 2005 W.O. P-455045 Page 16 Design Response Spectrum Ts = 0621 T0 = 0124 Nearest Type B Fault - 5 2 miles Preliminary Pavement Design The following pavement design is recommended for the driveway 4 0 inches of asphaltic paving or 5 0 inches of concrete on 6 0 inches of select base (Class 2) on 12 inches of compacted subgrade soils Subgrade soils should be compacted to the thickness indicated in the structural section and left in a condition to receive base materials Class 2 base materials should have a minimum R-value of 78 and a minimum sand equivalent of 30 Subgrade soils and base materials should be compacted to a minimum of 95 percent of their laboratory maximum dry density The pavement section should be protected from water sources Migration of water into subgrade deposits and base materials could result in pavement failure Utility Trench We recommend that all utilities be bedded in clean sand to at least one foot above the top of the conduit The bedding should be flooded in place to fill all the voids around the conduit Imported Coast Geotechnical May 23, 2005 W.O. P-455045 Page 17 or on-site granular material compacted to at least 90 percent relative compaction may be utilized for backfill above the bedding The invert of subsurface utility excavations paralleling footings should be located above the zone of influence of these adjacent footings This zone of influence is defined as the area below a 45 degree plane projected down from the nearest bottom edge of an adjacent footing This can be accomplished by either deepening the footing, raising the invert elevation of the utility, or moving the utility or the footing away from one another Drainage Specific drainage patterns should be designed by the project architect or engineer However, in general, pad water should be directed away from foundations and around the structure to the street Roof water should be collected and conducted to the street, via non-erodible devices Pad water should not be allowed to pond Vegetation adjacent to foundations should be avoided If vegetation in these areas is desired, sealed planter boxes or drought resistant plants should be considered Other alternatives may be available, however, the intent is to reduce moisture from migrating into foundation subsoils Irrigation should be limited to that amount necessary to sustain plant life All drainage systems should be inspected and cleaned annually, prior to winter rams Geotechnical Observations Structural footing excavations should be observed by a representative of this firm, pnor to the Coast Geotechnical May 23, 2005 W.O. P-455045 Page 18 placement of steel and forms All fill should be placed while a representative of the geotechmcal engineer is present to observe and test Plan Review A copy of the final plans should be submitted to this office for review prior to the initiation of construction Additional recommendations may be necessary at that time LIMITATIONS This report is presented with the provision that it is the responsibility of the owner or the owner's representative to bring the information and recommendations given herein to the attention of the project's architects and/or engineers so that they may be incorporated into plans If conditions encountered during construction appear to differ from those described in this report, our office should be notified so that we may consider whether modifications are needed No responsibility for construction compliance with design concepts, specifications or recommendations given in this report is assumed unless on-site review is performed during the course of construction The subsurface conditions, excavation characteristics and geologic structure described herein are based on individual exploratory excavations made on the subject property The subsurface conditions, excavation characteristics and geologic structure discussed should in no way be construed to reflect any variations which may occur among the exploratory excavations Coast Geotechnical May 23,2005 W.O. P-455045 Page 19 Please note that fluctuations m the level of groundwater may occur due to variations in rainfall, temperature and other factors not evident at the time measurements were made and reported herein Coast Geotechnical assumes no responsibility for variations which may occur across the site The conclusions and recommendations of this report apply as of the current date In time, however, changes can occur on a property whether caused by acts of man or nature on this or adjoining properties Additionally, changes in professional standards may be brought about by legislation or the expansion of knowledge Consequently, the conclusions and recommendations of this report may be rendered wholly or partially invalid by events beyond our control This report is therefore subject to review and should not be relied upon after the passage of two years The professional judgments presented herein are founded partly on our assessment of the technical data gathered, partly on our understanding of the proposed construction and partly on our general experience in the geotechmcal field However, in no respect do we guarantee the outcome of the project This study has been provided solely for the benefit of the client and is in no way intended to benefit or extend any right or interest to any third party This study is not to be used on other projects or extensions to this project except by agreement in writing with Coast Geotechnical Coast Geotechnical May 23, 2005 W.O. P-455045 Page 20 REFERENCES Peterson, Mark D and others (DMG), Frankel, Arthur D and others (USGS), 1996, Probabilistic Seismic Hazard Assessment for the State of California, California Division of Mines and Geology OFR 96-08, United States Geological Survey OFR 96-706 Tan, S S , and Giffen, D G , 1995, Landslide Hazards in the Northern Part of the San Diego Metropolitan Area, San Diego County, Plate 35A, Open-File Report 95-04, Map Scale 1 24,000 Treiman, J A, 1984, The Rose Canyon Fault Zone, A Review and Analysis, California Division of Mines and Geology MAPS/AERIAL PHOTOGRAPHS 1 Aerial Photograph, 1982, Foto-Map D-7, Scale 1"=2000' 2 California Division of Mines and Geology, 1994, Fault Activity Map of California, Scale 1 "=750,000' 3 County of San Diego, 1975, Orthographic Photo, Sheet No 362-1665 4 Dickes, Lance Drew,2005, Site Plan, 1251 Basswood Avenue, Carlsbad, California, Scale 5 Geologic Map of the Oceanside, San Luis Rey and San Marcos 7 5' Quadrangles, 1996, DMG Open File Report 96-02 6 U S G S , 7 5 Minute Quadrangle Topographic Map, Digitized, Scale Variable APPENDIX A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LOG OF EXPLORATORY BORING NO. 1 DRILL RIG PORTABLE BUCKET AUGER PROJECT NO P-455045 BORING DIAMETER 3 5" DATE DRILLED 04-22-05 SURFACE ELEV 1 1' (Approximate) LOGGED BY MB DRY DENSITY (pcf)1044 1004 1049 1096 1146 MOISTURE CONTENT (° i)88 138 140 164 166 SUBSURFACE WATERSAMPLE1 1 1 DEPTH / ELEVATION000 ~ 11001. — 100 — I090C — 2 00 — = 10801 — 3 00 ~ 107 01 — 400 — 106 Of — 500 — 1050C 6 00 — 1040C — 7 00 r 1030( — 800 = 1020CJ 1 — 900 SHEET 1 OF 1 III |||s GRAPHIC LOGjKJBEJuwm» •HtHjH-t 13j™m m39KJ9K3!JUBLJUtLJU mMAMA AtfSf.fSf.ftWWW WWVSffipn iflAMftrtIHJK1J HKHKHJUBLJIM.JUHK3HCJQ MMCJU Hi »| AH»«WWW'&& ill ' KjCjOOCjQTK ||| ^gcxK&SmS^^SS^STWTWVJ«H'W* H3C3DGCK'*•*"•*!*» S* IMS iSSj 11^''SPS?1? 35*9 .U-IU-t.l SOIL CLASS (USCS)SC SC GEOLOGIC DESCRIPTION FILL/SOU, (af/Qs) Brown clayey sand, moist '1 HRRACi:- DEPOSI 1 S (Ql) Tan ID Gicy - brn clayey sand Weathered Graditionally less clay content From 7'-7 5', SEEPAGE Water level after 1 5hrs 6 0' End of Boring @ 9 2' COAST GEOTECHNICAL 1 1 1 1 1 1 1 1 1 • 1 1 •1 1 1 LOG OF EXPLORATORY BORING NO. 2 DRILL RIG PORTABLE BUCKET AUGER PROJECT NO P-455045 BORING DIAMETER 3 5" DATE DRILLED 04-22-05 SURFACE ELEV 1 1' (Approximate) LOGGED BY MB Go >HH K § 1 862 1038 1082 1109 ..o O'- >7 0u f-1/3i 182 156 166 167 | <i£ wu•< 5w 1/3 ia_j 3 L1I \i ^ iI SIIRFsT 1 OF 1 | H <>W EJ S fe 1 1 1 00 — 0 00 7- — nooc — 1 00 '".- — 10901 — 2 00 — 108 Of — 300 — - =— 10700 — 400 ~ 106 00 — 500 = 105 0( — 600 ~ 10400 1 00 — = ^o HU o M-ryf. Si:m w-i'* Hf i'if'n-'ITV 'I'l' ^^VIui—)*— ' C/3 W < u g1/3 SM »*n'n.*3 hmwHty SC 11 :»™k JWl£ffi^j)K]H]fflggi WWW^gFjgWWW HC .If ?H AAAMMtwww KuS:nl;«! If' ff ww— io3ong®^3 - «00 IS ~ 1020(llli) oo KW""5 1 siXI! I i | GEOLOGIC DESCRIPTION l-'ILL (at) Tan to brn line and medium-grained sand, moist, loose slightly silly, clayey Possible soil from 2 5' THRRACE DEPOSITS (Qt) Tan to Grey bm clayey sand Weathered From 5'. grades to fine and medium-grained sand, slightly clayey From 7-7 5', SEEPAGE Water level after 0 5hrs 5 8' End of Boring® 9 1' COAST GEOTECHNICAL LOG OF EXPLORATORY BORING NO. 3 DRILL RIG HOLLOW STEM AUGER PROJECT NO P-455045 BORING DIAMETER 60" DATE DRILLED 05-10-05 SURFACE ELEV 108' (Approximate) LOGGED BY MB DRY DENSITY (pcf)MOISTURE CONTENT (%)SUBSURFACE WATERBLOWS PER FOOT13 18 43 50 50 SAMPLED n .1 D ]DEPTH /ELEVATIONXO.-» •— 0 00 •'•- ]060(. 2 00 ~ 104 OC — 400 — 102 OC — 6 00 = 1000C — 8 00 98 00 — 96 00 = 12 00 = 94 00 = 1400 = 92 00 = 1600 = 1800 _GRAPHIC LOGl»l»t! t»t>fi»l»t=tl»t»tx |»|»|l IWlffll ILJUHLJ1MLJIM l^Ki<n««A.dlKAKAl/jjl.-i^/i.AU.JURJ. ^1 11 (i**m '!$#?* ISSSSS S^S M| ^Tfari™r» RHtv ii«j^*v "*'*•' *^™* •WOftA 'T^fi Flir'irfV 11 ;s:S:2 ogaxrjmflSl"l* •TSfSf?3s3£5 ;:|f| 3S .ja«*.j|SOIL CLASS (USCS)SC SC STANDARD PENETRATION TEST 140 Pound Hammer, 30 Inch Drop DESCRIPTION FILL/SOIL (al'/Qs) Tan to Brown clayey sand Driveway TERRACE DEPOSITS (Ql) Tan to Grey - hm clayey sand Weathered Medium Dense SEEPAGE FROM APPROXIMATELY 7' Medium Dense Grades to fine and medium-grained sand, slightly clayey Dense Significant amount of seepage water Very Dense Note Broken center stem (2> 19', unable to monitor water level Very Dense End of Boring®, 20' snr-ET ' OF ' COAST GEOTECHNICAL LOG OF TEST PIT NO. 1 8. HiHQ D 783 ~ H | OU Lj p. On Os 200 « t- wu -J S On V) c(Ot/1X)0 UH t3m•o o6o w ^on ^g ^W UJ-'-££3Q 1 1 1 (K) 000 — ... , — — 11000 100— — — — S u PH o %l-1 ^1 '""/?•• ^:^|"*A*i v '"Aiii*^I'^J f'M;',•»/»,«(Ti/t^ i'l'1'1 'a'i'3 r^'i^Hi L'^1Wl o p on ] CJ N SM PROJECT NO P-455045 DATE EXCAVATED 04-22-05 SURFACE ELEV IM'(appro\) LOGGED BY MB DESCRIPTION I II. I (al) I'an to bm fine and medium-grained sand, v moist, loose roots Base of Footing @ 1 6' End of Pit @ 2' TEST PIT SKETCH 1 1 i 1 \ \ .6' T LL = E 0) A W vx af/ sun i ioi i COAST GEOTECHNICAL SUBDRAIN DETAIL 1.O FT. u. o h- LL eo5 o f> "A o o COMPACTED FILL FILTER FABRIC 3/4 INCH ROCK 45 DEGREES L 4 INCH DIA. PERFORATED PIPE 1.0% MIN. TO OUTLET O J COAST GEOTECHNICAL PLATE A uzwa35 at c£ u oo r- ^ J -z E 8^ u 3o ou UJ Q < < U UD^E92 f-" t/2 ftiise i~~ i/~iSTa io Q IIZ 5=- ^ - ^^*^ * rvio^Scd 2< J zSiO uU c^ /rt H U§3 on — O -I § S U Si •3 e !S a O N ofS tu §s §1 %% liO £>atO a.Ou •BAY aooMSSva APPENDIX B ^lir-- wffi&t / --YMt^mM •- / ~~"[ ^\ <' \ P, - *tcfZZ^rf 'vw- k^Nyfe: i^lWC^^'W !t' '>"S^Mlt^ted^' ^ A iM-^: ^ $\i! f-i \ tv__>;ir/. :„!.:. ^ '•- .x/'/, fi'l, i ,=,v.. ' U . /?>/*.*i--ej -; »y^f' r ^A UBCSEIS * * Version 1 03 * COMPUTATION OF 1997 UNIFORM BUILDING CODE SEISMIC DESIGN PARAMETERS JOB NUMBER P-455045 DATE 05-20-2005 JOB NAME ORTH FAULT-DATA-FILE NAME CDMGUBCR DAT SITE COORDINATES SITE LATITUDE 33 1612 SITE LONGITUDE 117 3385 UBC SEISMIC ZONE 0 4 UBC SOIL PROFILE TYPE SD NEAREST TYPE A FAULT NAME ELSINORE-JULIAN DISTANCE 38 7 km NEAREST TYPE B FAULT NAME ROSE CANYON DISTANCE 8 3 km NEAREST TYPE C FAULT NAME DISTANCE 99999 0 km SELECTED UBC SEISMIC COEFFICIENTS Ma 1 0 Nv 11 Ca 0 44 Cv 0 68 Ts 0 621 To 0 124 SUMMARY OF FAULT PARAMETERS Page 1 ABBREVIATED FAULT NAME ROSE CANYON NEWPORT- INGLEWOOD (Offshore) CORONADO BANK ELSINORE-TEMECULA ELSINORE-JULIAN ELSINORE-GLEN IVY PALOS VERDES EARTHQUAKE VALLEY NEWPORT- INGLEWOOD (L A Basin) SAN JACINTO-ANZA SAN JACINTO-SAN JACINTO VALLEY CHINO-CENTRAL AVE (Els more) ELSINORE-WHITTIER SAN JACINTO-COYOTE CREEK ELSIKORE-COYOTE MOUNTAIN SAN JACINTO-SAN BERNARDINO SAN ANDREAS - Southern SAN JACINTO - BORREGO SAN JOSE CUCAMONGA SIERRA MADRE (Central) PINTO MOUNTAIN NORTH FRONTAL FAULT ZONE (West) CLEGHORN BURNT MTN RAYMOND CLAMSHELL-SAWPIT SAN ANDREAS - 1857 Rupture EUREKA PEAK NORTH FRONTAL FAULT ZONE (East) VERDUGO SUPERSTITION MTN (San Jacinto) HOLLYWOOD ELMORE RANCH SUPERSTITION HILLS (San Jacinto) LANDERS HELENDALE - S LOCKHARDT SANTA MONICA ELSINORE-LAGUNA SALADA MALIBU COAST LENWOOD-LOCKHART-OLD WOMAN SPRGS SIERRA MADRE (San Fernando) JOHNSON VALLEY (Northern) BRAWLEY SEISMIC ZONE EMERSON So - COPPER MTN SAN GABRIEL APPROX DISTANCE (km) 8 3 8 5 34 4 38 3 38 1 53 6 57 4 70 5 73 5 74 6 75 4 75 7 81 9 84 0 93 5 95 5 103 8 106 6 109 0 113 2 113 3 115 0 122 0 124 0 125 0 127 9 128 4 129 0 129 5 130 5 131 9 133 2 135 0 138 9 140 6 140 6 141 4 142 8 144 0 147 3 147 9 152 8 153 1 153 3 153 9 155 7 SOURCE TYPE (A,B,C) B B B B 7\ B B B B A B B B B B B A B B A B B B B B B B A B B B B B B B TD B B B B B B B B B B MAX MAG (Mw) 6 9 6 9 7 4 6 8 7 1 6 8 7 1 6 5 6 9 7 2 6 9 6 7 6 8 6 8 6 8 6 7 7 4 6 6 6 5 7 0 7 0 7 0 7 0 6 5 6 5 6 5 6 5 7 8 6 5 6 7 6 7 6 6 6 5 6 6 6 6 7 3 7 1 6 6 7 0 6 7 7 3 6 7 6 7 6 5 6 9 7 0 SLIP RATE (nvm/yr) 1 50 1 50 3 00 5 00 5 00 5 00 3 00 2 00 1 00 12 00 12 00 1 00 2 50 4 00 4 00 12 00 24 00 4 00 0 50 5 00 3 00 2 50 1 00 3 00 0 60 0 50 0 50 34 00 0 60 0 50 0 50 5 00 1 00 1 00 4 00 0 60 0 60 1 00 3 50 0 30 0 60 2 00 0 60 25 00 0 60 1 00 FAULT TYPE (SS,DS,BT) SS SS SS SS SS SS SS SS SS SS SS DS SS SS SS SS SS SS DS DS DS SS DS SS SS DS DS SS SS DS DS SS DS SS SS SS SS DS SS DS SS DS SS SS SS SS SUMMARY OF FAULT PARAMETERS Page 2 ABBREVIATED FAULT NAME ANACAPA-DUME PISGAH-BULLION MTN -MESQUITE LK CALICO - HIDALGO IMPERIAL SANTA SUSANA HOLSER SIMI-SANTA ROSA OAK RIDGE (Onshore) SAN CAYETANO GRAVEL HILLS - HARPER LAKE BLACKWATER VENTURA - PITAS POINT SANTA YNEZ (East) SANTA CRUZ ISLAND M RIDGE-ARROYO PARIDA-SANTA ANA RED MOUNTAIN GARLOCK (West) PLEITO THRUST BIG PINE GARLOCK (East) WHITE WOLF SANTA ROSA ISLAND SANTA YNEZ (West) So SIERRA NEVADA LITTLE LAKE OWL LAKE PANAMINT VALLEY TANK CANYON DEATH VALLEY (South) LOS ALAMOS-W BASELINE LIONS HEAD DEATH VALLEY (Graben) SAN LUIS RANGE (S Margin) SAN JUAN CASMALIA (Orcutt Frontal Fault) OWENS VALLEY LOS OSOS HOSGRI HUNTER MTN - SALINE VALLEY INDEPENDENCE DEATH VALLEY (Northern) RINCONADA BIRCH CREEK SAN ANDREAS (Creeping) WHITE MOUNTAINS DEEP SPRINGS APPROX DISTANCE (km) 156 0 164 5 166 6 167 0 168 3 177 2 185 0 185 7 194 1 194 3 209 3 213 3 213 8 222 6 223 9 227 4 229 8 235 3 241 2 244 6 255 8 257 6 259 3 269 0 273 8 275 3 275 5 275 9 284 9 301 7 319 2 325 6 328 7 329 2 337 2 342 2 358 8 365 0 368 8 378 0 378 9 379 6 434 3 435 6 438 9 457 4 SOURCE TYPE (A,B,C) B B B A B B B B B B B B B B B rj A B B A B B B D B B B B B B B •p B B B B B B B B A B B B B B MAX MAG (Mw) 7 3 7 1 7 1 7 0 6 6 6 5 6 7 6 9 6 8 6 9 6 9 6 8 7 0 6 8 6 7 6 8 7 1 6 8 6 7 7 3 7 2 6 9 6 9 7 1 6 7 6 5 7 2 6 5 6 9 6 8 6 6 6 9 7 0 7 0 6 5 7 6 6 8 7 3 7 0 6 9 7 2 7 3 6 5 5 0 7 1 6 6 SLIP RATE (mm/yr) 3 00 0 60 0 60 20 00 5 00 0 40 1 00 4 00 6 00 0 60 0 60 1 00 2 00 1 00 0 40 2 00 6 00 2 00 0 80 7 00 2 00 1 00 2 00 0 10 0 70 2 00 2 50 1 00 4 00 0 70 0 02 4 00 0 20 1 00 0 25 1 50 0 50 2 50 2 50 0 20 5 00 1 00 0 70 34 00 1 00 0 80 FAULT TYPE (SS,DS,BT) DS SS SS SS DS DS DS DS DS SS SS DS SS DS DS DS SS DS SS S3 DS DS SS DS SS SS SS DS SS DS DS DS DS SS DS SS DS SS SS DS SS SS DS SS SS DS SUMMARY OF FAULT PARAMETERS Page 3 ABBREVIATED FAULT NAME DEATH VALLEY (N of Cucamongo) ROUND VALLEY (E of S N Mtns ) FISH SLOUGH HILTON CREEK HARTLEY SPRINGS ORTIGALITA CALAVERAS (So of Calaveras Res) MONTEREY BAY - TULARCITOS PALO COLORADO - SUR QUIEN SABE MONO LAKE ZAYANTE-VERGELES SARGENT SAN ANDREAS (1906) ROBINSON CREEK SAN GREGORIO GREENVILLE MONTE VISTA - SHANNON HAYWARD (SE Extension) ANTELOPE VALLEY HAYWARD (Total Length) CALAVERAS (No of Calaveras Res) GENOA CONCORD - GREEN VALLEY RODGERS CREEK WEST NAPA POINT REYES HUNTING CREEK - BERRYESSA MAACAMA (South) COLLAYOMI BARTLETT SPRINGS MAACAMA (Central) MAACAMA (North) ROUND VALLEY (N S F Bay) BATTLE CREEK LAKE MOUNTAIN GARBERVILLE-BRICELAND MENDOCINO FAULT ZONE LITTLE SALMON (Onshore) MAD RIVER CASCADIA SUBDUCTION ZONE McKINLEYVILLE TRINIDAD FICKLE HILL TABLE BLUFF LITTLE SALMON (Offshore) APPROX DISTANCE (km) 462 7 469 3 477 2 495 4 519 7 519 9 525 5 528 3 529 3 538 7 555 6 557 2 562 5 562 5 586 9 603 6 612 2 612 6 612 7 627 2 632 4 632 4 652 6 680 1 718 9 719 8 737 8 742 2 781 6 798 5 802 0 823 2 882 7 888 9 912 3 947 3 964 4 1020 7 1027 4 1030 1 1034 4 1040 6 1042 1 1042 5 1047 9 1061 3 SOURCE TYPE (A,B,C) A B B B B B B B B B B B B A B A B B 1J B A B B B A B B B B B A ^A B B B B A A B A B B B B B MAX MAG (Mw) 7 0 6 8 6 6 6 7 6 6 6 9 6 2 7 1 7 0 6 5 6 6 6 8 6 8 7 9 6 5 7 3 6 9 6 5 6 5 6 7 7 1 6 8 6 9 6 9 7 0 6 5 6 8 6 9 6 9 6 5 7 1 7 1 7 1 6 8 6 5 6 7 6 9 7 4 7 0 7 1 8 3 7 0 7 3 6 9 7 0 7 1 SLIP RATE (mm/yr) 5 00 1 00 0 20 2 50 0 50 1 00 15 00 0 50 3 00 1 00 2 50 0 10 3 00 24 00 0 50 5 00 2 00 0 40 3 00 0 80 9 00 6 00 1 00 6 00 9 00 1 00 0 30 6 00 9 00 0 60 6 00 9 00 9 00 6 00 0 50 6 00 9 00 35 00 5 00 0 70 35 00 0 60 2 50 0 60 0 60 1 00 FAULT TYPE (SS,DS,BT) SS DS DS DS DS S3 SS DS SS SS DS SS SS SS DS SS SS DS SS DS SS SS DS SS SS SS DS SS SS SS SS SS SS SS DS SS SS DS DS DS DS DS DS DS DS DS IIII'H IU Q C/3 i i^ i| i° •w I p4 iZ,o I HH • ^iw |Q OJH PH O 00 qo N o 00 o c\i LO CM CM oq c\i o LO o LO CM O LO •o O LO LO CM• • O O oo qIT) IT) CO q cd i oo CD q c\i in - o aQ_ o •o (6) UO!JBJ9|900V APPENDIX C GRADING GUIDELINES Grading should be performed to at least the minimum requirements of the governing agencies, Chapter33 ofthe Uniform BuildmgCode, the geotech meal report and the guidelines presented below All of the guidelines may not apply to a specific site and additional recommendations may be necessary during the grading phase Site Clearing Trees, dense vegetation, and other deleterious materials should be removed from the site Non- organic debris or concrete may be placed in deeper fill areas under direction of the Soils engineer Subdrainage 1 Durmggradmg, the Geologist and Soils Engineer should evaluate the necessity of placing additional drains 2 All subdramage systems should be observed by the Geologist and Soils Engineer during construction and prior to covering with compacted fill 3 Consideration should be given to having subdrams located by the project surveyors Outlets should be located and protected Treatment of Existing Ground 1 All heavy vegetation, rubbish and other deleterious materials should be disposed of off site 2 All surficial deposits including alluvium and colluvium should be removed unless otherwise indicated in the text of this report Groundwater existing in the alluvial areas may make excavation difficult Deeper removals than indicated in the text of the report may be necessary clue to saturation during winter months 3 Subsequent to removals, the natural ground should be processed to a depth of six inches, moistened to near optimum moisture conditions and compacted to fill standards Fill Placement 1 Most site soil and bedrock may be reused for compacted fill, however, some special processing or handling may be required (see report) Highly organic or contaminated soil should not be used for compacted fill (1) Material used in the compacting process should be evenly spread, moisture conditioned, processed, and compacted in thin lifts not to exceed six inches in thickness to obtain a uniformly dense layer The fill should be placed and compacted on a horizontal plane, unless otherwise found acceptable by the Soils Engineer If the moisture content or relative density varies from that acceptable to the Soils engineer, the Contractor should rework the fill until it is in accordance with the following a) Moisture content of the fill should be at or above optimum moisture Moisture should be evenly distributed without wet and dry pockets Pre-watermg of cut or removal areas should be considered in addition to watering during fill placement, particularly in clay or dry surficial soils b) Each six inch layer should be compacted to at least 90 percent of the maximum density in compliance with the testing method specified by the controlling governmental agency In this case, the testing method is ASTM Test Designation D-1557-91 Side-hill fills should have a minimum equipment-width key at their toe excavated through all surficial soil and into competent material (see report) and tilted back into the hill As the fill is elevated, it should be benched through surficial deposits and into competent bedrock or other material deemed suitable by the Soils Engineer Rock fragments less than six inches in diameter may be utilized in the fill, provided a) They are not placed in concentrated pockets, b) There is a sufficient percentage of fine-grained material to surround the rocks, c) The distribution of the rocks is supervised by the Soils Engineer Rocks greater than six inches in diameter should be taken off site, or placed in accordance with the recommendations of the Soils Engineer in areas designated as suitable for rock disposal In clay soil large chunks or blocks are common, if in excess of six (6) inches minimum dimension then they are considered as oversized Sheepsfoot compactors or other suitable methods should be used to break the up blocks The Contractor should be required to obtain a minimum relative compaction of 90 percent out to the finished slope face of fill slopes This may be achieved by either ovei buildmgthe slope and cutting back to the compacted core, or by direct compaction of the slope face with suitable equipment (2) If fill slopes are built "at grade" using direct compaction methods then the slope construction should be performed so that a constant gradient is maintained throughout construction Soil should not be "spilled" over the slope face nor should slopes be "pushed out" to obtain grades Compaction equipment should compact each lift along the immediate top of slope Slopes should be back rolled approximately every 4 feet vertically as the slope is built Density tests should be taken periodically during grading on the flat surface of the fill three to five feet horizontally from the face of the slope In addition, if a method other than over building and cutting back to the compacted core is to be employed, slope compaction testing during construction should include testing the outer six inches to three feet in the slope face to determine if the required compaction is being achieved Finish grade testing of the slope should be performed after construction is complete Each day the Contractor should receive a copy of the Soils Engineer's "Daily Field Engineering Report" which would indicate the results of field density tests that day 9 Fill over cut slopes should be constructed in the following manner a) All surficial soils and weathered rock materials should be removed at the cut-fill interface b) A key at least 1 equipment width wide (see report) and tipped at least 1 foot into slope should be excavated into competent materials and observed by the Soils Engineer or his representative c) The cut portion of the slope should be constructed prior to fill placement to evaluate if stabilization is necessary, the contractor should be responsible for any additional earthwork created by placing fill prior to cut excavation 10 Transition lots (cut and fill) and lots above stabilization fills should be capped with a four foot thick compacted fill blanket (or as indicated in the report) 11 Cut pads should be observed by the Geologist to evaluate the need for overexcavation and replacement with fill This may be necessary to reduce water infiltration into highly fractured bedrock or other permeable zones,and/or due to differing expansive potential of materials beneath a structure The overexcavation should be at least three feet Deeper overexcavation may be recommended in some cases 12 Exploratory backhoe or dozer trenches still remaining after site removal should be excavated and filled with compacted fill if they can be located Grading Observation and Testing 1 Observation of the fill placement should be provided by the Soils Engineer during the progress of grading (3) 2 In general, density tests would be made at intervals not exceeding two feet of fill height or every 1,000 cubic yards of fill placed This criteria will vary depending on soil conditions and the size of the fill In any event, an adequate number of field density tests should be made to evaluate if the required compaction and moisture content is generally being obtained 3 Density tests may be made on the surface material to receive fill, as required by the Soils Engineer 4 Cleanouts, processed ground to receive fill, key excavations,subdrams and rock disposal should be observed by the Soils Engineer prior to placing any fill It will be the Contractor's responsibility to notify the Soils Engineer when such areas are ready for observation 5 A Geologist should observe subdram construction 6 A Geologist should observe benching prior to and during placement of fill Utility Trench Backfill Utility trench backfill should be placed to the following standards 1 Ninety percent of the laboratory standard if native material is used as backfill 2 As an alternative, clean sand may be utilized and flooded into place No specific relative compaction would be required, however, observation, probing, and if deemed necessary, testing may be required 3 Exterior trenches, paralleling a footing and extending below a 1 1 plane projected from the outside bottom edge of the footing, should be compacted to 90 percent of the laboratory standard Sand backfill, unless it is similar to the mplace fill, should not be allowed in these trench backfill areas Density testing along with probing should be accomplished to verify the desired results (4) 03/17/2003 17 31 7607459122 TEftS PnCE 32 w™ TEAS LAND SURVEYING, INC. March 17,2006 City of Carlsbad Department of Public Works Re 1251 Bassv,ood Avenue CB051892 To Whom It May Concern K CD certify that I have bee*, *^^ed i>/ jVi <^.jg Orth for the purpose of ;_rvey services at the subject site In compliance with Section 8762 of the Bus'n^s and Professional Code for the State c> -Ja.Jbrnia a field survey of the property bcM!>-*s- was conducted The building location T.v=$ been staked to insure compliance with the The boundary survev was approved County of San depo Surveyor OD October 21 , 2005 as Record of Survev 1 9030 A public record of this survey is pvgji^Kte at the San Diego Department ^f[»uMir Works, 5200 Ruffin Road, San Diegc Please feel free to call me if you have any questions William C Teas Land Sur, syor 310 STATE PLACE ls3t£€2NDii>O. CA. 92029 78^7.7434122 offfic® or fax '< 15-2006 03 ECP FROV /2JT7 COAST GEOTECHNICALi 779 ACAOEMY DRIVE SOLAN A BEACH. CALIFORNIA 92075 (858) 755-9622 Fax (858) 755-9128 FAX TRANSMISSION COVFR SHEET Se/K/er YOU SHOULD RECEIVED PAGE(S), INCLUDING THU COVER SHEET IF YOU DO NOT RECEIVE ALL THE PAGES, PLE \SE CAL L Mi ,15-230b 03 2GP FRO^l TO i7E9603l9t.df .1 P 2 COAST GEOTECHNICAL CONSULTING j:NCINCrRS AND GEOLOGISTS March 15,2006 Greg Orth and Beth Brandenburg 1251 Basswoctj Avenue Cdrlsbdd,CA. 9200S Reference PRELIMINARY GEOIECrMCAL INVESTIGATION Proposed Remodel 1251 Basswooo Averiiu; Carlsbad, California Prepared by Coas OeolecKiu al Dated May 23,2005 NOTICE Of FOOiiNG EXCAVATION Q'BSEftVA FION 1) The footing excavations for the eastern portion of the residence have been observed by this firm The project structural engineer has provided a detail for the proposed "cold" joints resulting from partial foundation construction r 2) The footing excavations are founded into Pleistotene terrace deposits with an expansion potential in the low range /79 ACADEMY DRIVE • SOLANA RFACH CALIFORNIA 92075 (858> 755-8622 • b AX (858) 755 9126 Ml- rl? 253C, 03 27P FROM ""0 17G0G33 9=2*9 Coast Geotechnical M,<rch 15,20C6 W O. G-4550-iS Page 2 3) The footing excavations span a backfHM subdram trench Although testing of the backfill d"pcsits suggests they were compacted to a minimum of 90 percent of the laboratory maximum dry density, it was suggested to the proj eel structural engineer, Trang Huynh, P E, TH&A, that the footings be provided with additions reinforcement 4) The footing excavations are approved by uiib firm provided all loose deposits are removed from me base uf the excavntion prior to pcu^g concrete The footing excavations, were not reviewed for compliance with structural plans and location If you h*ve any questions regarding this report, please contact cur office Reference to our Job No P-455C45 .vill help expedite a response to your inquiry Respectfully submr COAST GEOTEC Mark Burwell, C E G Engineering Geologist OCT 31--eZ0b 03 19P FRO:" COAST GEOTECHNICAL Topic, Sender 779 ACADEMY DRIVE SOLAN A BEACH. CALIFORNIA 92075 (858) 755-8622 Fax (858) 755-9126 FAX TRANSMISSION COVER SHEET YOU SHOULD RECEIVE, 7 PAGE(S) INCLUDING THIS COVER SHEET IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE'CALL OCT-3t,eZO£ 03 i-OP FPO"rQ 175060; Coast Geotechmcai October 31,2006 W.O. G-455045 Page 2 2) The footing excavations are founded into Pleistocene terrace deposits and compacted retaining wall backfill with an expansion potential in the low range 3) The footing excavations and column pad excavation are approved by this firm provided all loose deposits are removed irom the base of the excavation prior to pouring concrete The footing excavations were not reviewed for compliance with structural plans and location If you have any questions regarding this repor*, please contact our office Reference to our Job No P-455045 wilt help expedite a response to your inquiry Respectfully submitted, COAST GCOTEC ENGINEERINGGEOLOGIST Mark Burwell, C H Engineering Geolog i'3P FPOi- T0 17£06031952*9 COAST GEOTECHNICAL CONSULTING ENGINEERS AND GKOI OGISTS October 31,2006 Greg Orth and Beth Brandenburg 12*51 Basswood Avenue Carlsbad, CA 92008 References 1) PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Remodel 1251 Basswood Avenue Carlsbad, California Prepared by Coast Geotechnical Dated May 23,2005 2) NOTICE OF FOOTING EXCAVATION OBSERVATION Proposed Remodel 1251 Basswood Avenue Carlsbad, California Prepared by Coast Geotechnical Dated March 15,2006 3) NOTICE OF FOOTING EXCAVATION OBSERVATION (Second Observation) Proposed Remodel 1251 Basswood Avenue Carlsbad, California Prepared by Coast Geotechnical Dated May 2, 2006 NOTICE OF FOOTING EXCAVATION OBSERVATION (Third 1 ) The remaining footing excavations and column pad excavation for the eastern portion of the residence have been observed by this firm 779 ACADEMY DRIVE • SOLANA BEACH CAT JFOKNIA 92073 755 8622 • FAX (858) 755-9126 £206 0 I CO^ST GEOTECHNICAL 779 ACADEMY DRIVE SOLANA BEACH, CALIFORNIA 92075 (B58) 755-8622 Fax (05fl; 755-9126 FAX TRANSMISSiON COVER SHEET /tr^^~ * f y).-. <• Topic ££&£?^^^^^^^k^Sender ^ YOU SHOULD RECEIVES' PAGE(S), INCLUDING THIS COVER SHEET IF YOU DO NOT RECEIVE ALL THE PAGES, PLEASE CALL MPY-11-220G 0£ 33P TPO! COAST GEOTECHNICAL CONSLJLT.INC; ENGINEERS AND GFOLGGISTS May 2, 2006 Greg Orth and Beth Brandenburg 1251 Bassvvood Averic Carlsbad, CA 920U8 References 1) PRELLMiN/£V CrTTClTNICA! INVESTIGATION Proposec i^.t < "Vei 1251 Bass wood Avenue Carlsbad, California Prepareo. by Coast Geoiechnical Dated Ma> 23, 2005 2) NOTICE OF FOOTING EXCAVA'I ION OBSERVATION Proposed Remodel 1251 Basswood Avenue Carlsbad, California Prepared by Coast Geotechmcal Dated March 15, 2006 NOTICE OF FOOTING EXCAVATION OBSERVATION (Second Observation) 1 ) The footmg fvcnv sticks for the wf-ten"- po^'^p of th° ^,3*,^ nrv= tj?^n observed by this firm The eastern footing area was pi e\ ious!y obseiTecl on March ] 5, 2006 and subsequently constructed 779 ACADEMY DRTV1. • f.OI^N \ RF \C1\ CAUrOHNIA 02075 (858) /S5-HWJ • tAX. (858) 76b rr-: -11 - iroor 02 34? ,-, .j M.i,t 2,2006 vV.O. G-455045 Page 2 2) The looting excavations are xoancieu • uo PH*M:ene i.;r-ace deposits with an expansion potential in the low range The footing excavations are approved by this firm provided all loose deposits are removed from 'he base of Oi? excAvat'on nror to pouring concrete The footing excavations were not reviewed for compliance vvuh islruuurai plans and location . j.rr t, p. er> rItyos.. hz\ tui\) • questior.M iL^arJ P-455045 will help expedite a response to your inquiry Respectfully COAST tn ifl e Re'"-! - nee tr n . r * >b Ko Mark Burwell, C E Engineering Ueologi5 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit The City will not issue any building permit without a completed school fee form Project Name Building Permituiing ermi xu* c ~> Plan Check Number (_ Jj Q-> /Q Project Address APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions Commercial/Industrial /} £yft/9 <yj//A-DQ Number of New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Net Square Feet New Area City Certification of Applicant Information Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) San Alarcos Unified School District 21/MataWay Sato Marcos, CA 92069 (290-2649) /ontact Nancy Dolce (By Appt Only) Encimtas Union School District 101 South Rancho Santa Fe Rd Encimtas, CA 92024 (944-4300 ext 166) 'San Dieguito Union High School District 710 Encimtas Blvd Encimtas, CA 92024 (753-6491) Certification of Applicant/Owners The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sigruon behalf of the Owner Signature Revised 4/20/00 1635 Faraday Avenue -"Carlsbad, CA 92OO8-7314 • (760) 602-270O Building Counter • (76O) 602-2719 • FAX (760) 6OP-RSSR SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))******************************************************************************************* 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 GAYLEN FREEMAN DEPUTY SUPERINTENDENT CARLSBAD UNIFIED SCHOOL DISTRICT NAME OF SCHOOL DISTRICT 6225 EL CAM,NQ REAL CARLSBAD, CA 92009 DATE A PHONE NUMBER Revised 4/20/00 :Rub!ic VVtorks February 6, 2007 Mr Greg Orth 1215 Basswood Avenue Carlsbad, CA 92008 BASSWOOD AVENUE Dear Mr Orth, This letter is in regards to the drainage issue associated with the current improvements to your property located at 1251 Basswood Avenue in the City of Carlsbad My name is Glenn Pruim and I am the Public Works Director for the City of Carlsbad Although you and I have never personally addressed this issue, I would like to assure you that I have had numerous discussions with City staff about your concerns The purpose of this letter is to inform you of the final position of the Public Works Department on this issue and to help you understand what options are available to you if you are not comfortable with my final decision As I understand it, the improvements that you are undertaking consist of a building addition to your existing home, which required a building permit from the City During the building permit review process, it was identified that the excavation for the building addition foundation would require the use of foundation drains and would generate a significant amount of surface runoff The solution, identified prior to the issuance of the building permit, was to install a subsurface dram within the City's street rights-of-way that would convey the flows below ground to an existing City storm dram system The arrangement was that the property owner would pay for the design and construction of the storm dram line and the City would perform all subsequent maintenance of the facility The City issued the building permit with the understanding that the improvements depicted on the plans would be installed At some time after the permit was issued and construction had begun, it came to your attention that City maintenance crews had installed a drainage line along Chestnut Avenue You expressed your opinion that the Chestnut line was installed to address a drainage situation that was very similar to yours and that the City should participate in, or be completely responsible for, the system required to address the drainage associated with your development It is true that City crews installed a small diameter drainage line along Chestnut to address some long standing maintenance issues The drainage in that case, although originating from several lots that had recently developed, actually was present prior to the development and had been a maintenance concern for the City for many years It is the City's practice to require property owners to address any adverse impacts of their development, including drainage, as part of their project approvals The Chestnut dram line was installed to address a long standing drainage issue 1635 Faraday Avenue « Carlsbad, CA 92008-7314 • (76O) 602-2730 « FAX (760) 602-8562 February 6, 2007 BASSWOOD AVENUE Page 2 Your issue is different in that the drainage concern was identified during project review, a solution was identified and the necessary permit was issued contingent upon the proper improvements being constructed along with the addition The drainage issue did not exist prior to the proposed development Therefore, it is my decision to uphold the condition requiring the installation of the small diameter dram line as shown on the approved plans The City is committed to continue working with you to explore ways to minimize the total cost of this drainage solution to you From my conversations with the City Attorney's office, it does not appear that there are any administrative appeals available to you The time to contest the condition to construct the dram line would have been before the issuance of the permit As was mentioned to you during your conversation with Deputy City Engineer David Mauser, the only remaining course of action for you to take if you still wish to pursue this matter would be to contact the City Manager's office to request that an item be placed on the City Council agenda If you chose to do that, you would be given an opportunity to present your case before the Council and request whatever action you so desire The City Manager's name is Ray Patchett and he can be reached at (760) ^34-2821 If you would like to contact me and discuss this further, I can be reached at (760) 602- 2751 Thank you for your patience and attention to this matter Sincerely, GLENN PRUIM Public Works Director c City Manager Assistant City Manager Deputy City Attorney, Kemp Senior Building Inspector Community Development Director Deputy City Engineer, Mauser Acting City Engineer 01-26-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR05221 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant LANCE DICKES 1642CAUDORST 92024 1251 BASSWOOD AV CBAD PCR 2051122600 Lot# 0 $0 00 Construction Type VN CB051892 ORTH RES- STRUCT DETAIL FOR FOR FOUNDATION DETAIL D ON S102 Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 11/16/2005 LSM 01/26/2006 01/26/2006 Owner ORTH GREGORY FAMILY TRUST 04-26-05 1251 BASSWOOD AVE CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $12000 $000 Total Fees $12000 Total Payments To Date $12000 Balance Due $000 Inspector FINAL APPROVAL Date 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 fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 Addressjinclude Bldg/Suiteff) FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date M I I b Business Name (at this address) Legal Description Unit No Phase No Total # of units Name 4 PROPERTY OWNER Address City State/Zip Telephone tt Name Address City State/Zip Telephone # 5 CONTRACTOR'"COMPANY NAME " , " jW "::::":"" '•:!€ ,•"*'•, "" * '"'""""" J- (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License it Address License Class City State/Zip City Business License # Telephone Designer Name Address City State/Zip Telephone State License # 6 WbRKERS'sCOMPENSATION - - "":"" 4:!°"" j*^ """ :. if""" " „•• Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued l~l I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 OWNER BUILDER DECLARATION ..if'" ;s" * r; ;!:• I hereby affirm that I am exempt from the Contractor s License Law for the following reason n 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) l~l 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) l~l 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 (~l YES (~lNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THjShSECTIQN FOR NON RESIDENTIAL BUILDING PERMITS ONLY •=> '"'"'"" -; Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? fj 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? CD YES l~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' CD YES CD 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' CONSTRUCTION^LENDING AGENCY '/%••• ::,f- ,' "|:F Jfc • W°"" TJ ^., f I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME LENDER S ADDRESS__ 9 APPLICANT CERflFICAfION iJ, <hi)p:" ^"" """"I :i;? ', "!'"""":„;• I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is nottommenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is co'rrjmen/^Joja |ejj|O(| o\"UJQ1days (Section 106 4 4 Uniform Building Code) ' APPLICANT S SIGNATURE I / IAV VV \ V \ I \ ^CS. DATE ile YELLOW Applicant PINK Finance EsGil Corporation In (Partnership with government for (BuiCding Safety DATE November 29, 2OO5 E3 APPLICANT _ JURISDICTION Carlsbad ~?LAN"REV!EWER a FILE PLAN CHECK NO 051892 Rev 1 (PCR05221) SET I PROJECT ADDRESS 1251 Basswood Ave PROJECT NAME SFD Addition & Remodel for Greg Orth XS 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 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 # Mail Telephone Fax In Person X] REMARKS Revision 1 includes addition of detail D/S102 for foundation retaining wall By Abe Dohente Enclosures Esgil Corporation D GA D MB D EJ D PC 11/17/05 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 ^ (858)560-1468 4 Fax (858) 560-1576 Carlsbad O51892 Rev 1 (PCR05221) November 29, 2OO5 ! VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad (PCR05221) PREPARED BY Abe Doliente BUILDING ADDRESS 1251 Basswood Ave BUILDING OCCUPANCY R-3/U-1 PLAN CHECK NO OS 1892 Rev 1 DATE November 29, 2005 TYPE OF CONSTRUCTION V-N BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) BIdg Permit Fee by Ordinance Plan Cneck Fee by Ordinance T | Type of Review Q Complete Review $12000 EH Repetitive Feej n Repeats * Based on hourly rate Comments D Other m Hourly Esgil Plan Review Fee Structural Only Hour $9600 Sheet 1 of 1 macvalue doc V<r>^>ffN 6-~oOS)(flo")of.0£;-n i wc m ^ >^ (^ £ m z Q ™ D a H >o E] D ^i p^l O^z ^ < 0) O_». CD P > 04-06-2003' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR06041 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 1251 BASSWOOD AV CBAD PCR 2051122600 Lot# 0 $0 00 Construction Type NEW ORTH RES - MODIFIED RET/FOUND WALL Applicant ORTH GREGORY FAMILY TRUST 04-26-05 1251 BASSWOOD AVE CARLSBAD CA 92008 Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 03/27/2006 JMA 04/06/2006 04/06/2006 Owner ORTH GREGORY FAMILY TRUST 04-26-05 1251 BASSWOOD AVE CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $12000 $000 Total Fees $ 120 00 Total Payments To Date $12000 Balance Due $000 Inspector FINAL APPROVAL Date 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 fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 JFORI FOR OFFICE USE PLAN CHECK NO EST VAL Plan Ck Deposit Validated By -JfWV Date 3/3-1 \OC, Address (include Bldg/Suite #)Business Name (at this address) Name/Number Unit No Phase No Total # of units Assessor s Parcel 9.Existing Use Proposed Use 2 CONTACT PERSON (if different from applicant) Name 3 hi APPLICANT O Contractor Address Agent for Contractor f"l Owner City Agent for Owner State/Zip Telephone # Name 4 PROPERTY OWNER Address Fax # Name Address City State/Zip Telephone # 5 CONTRACTOR COMPANY NAME ^ '" -:-:" - -" ^'" ' •. &T '" '-'IT ,f (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip City Business License tt Telephone # Designer Name Address City State/Zip Telephone State License # 6 7 WORKERS' COMPENSATION'. ' "i " >•••'•' Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations n 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 l~l I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~] CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 OWNER BUILDER DECLARATION * v ;' I hereby affirm that I am exempt from the Contractor s License Law for the following reason d 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) Q 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) l~l 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 C] YES l~lNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY * , *> Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? 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? Q YES Q NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? d YES O NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 , CONSTRUCTION LENDING AGENCY ; I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME _ LENDER S ADDRESS 9 % APPLICANT CERTIFICATION :;:" 7 .;;:.., : .-•" " t i •)' ' •"*• " - _*•• ;,; ":, ; .(••• I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is no! commenced withm.1 aOdays from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is coifwne/foj) fqr a per||id)bl leOTJajiMSesiipn 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance EsGil Corporation ? In (partners flip -witfi. government forQuitting Safety Y DATE April 4, 20O6 a APPLICANT a JURIS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 051892 Rev 2 (PCR06041) SET I PROJECT ADDRESS 1251 Basswood Ave PROJECT NAME SFD Addition & Remodel for Greg Ortho [X] 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 Esgi! 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 Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person X] REMARKS Revision 2 includes changes to details D & E on sheet S102 By Abe Doliente Enclosures Esgil Corporation D GA D MB D EJ D PC 3/28/06 tmsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 051892 Rev 2 (PCRO6O41) April 4, 2O06 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad (PCR06O41) PREPARED BY Abe Dohente BUILDING ADDRESS 1251 Basswood Ave BUILDING OCCUPANCY R-3/U-1 PLAN CHECK NO OS 1892 Rev 2 DATE April 4, 2006 TYPE OF CONSTRUCTION V-N BUILDING PORTION " Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) cb Valuation Multiplier By Ordinance Reg Mod VALUE ($) Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance $12000 Type of Review ^Repetitive Fee ~i ' Repeats * Based on hourly rate Comments D Complete Review D Other m Hourly Structural Only Hour* Esgil Plan Review Fee $9600 Sheet 1 of 1 macvalue doc JOB. TH&A, INC. 437 North Central Avenue Upland, CA 91786 TEL/FAX (909)946-6128 SHEET NO .OF. CALCULATED BY- CHECKED BY SCALE DATE. DATE. ttt >^>!'3r of /^ isnw s* a;i ?os i iPitwi /Ncssl,\x GMBH HISS OH/I iuQidn PHONE ion ^:^fi i amm set JOB. TH&A, IMC. 437 North Central Avenue Upland, CA 91786 TEL/FAX (909) 946-6128 SHEET NO .OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE. «!"•. <" PRCOUCI 111 1 (Sure Sn-il!l?05 I (PMil! /«35SL-,lac GISI3I1 Hiss OI4M InlMn Phlllf Kill WIF I >«l«i EilD JOB. TH&A, IMC. 437 North Central Avenue Upland, CA 91786 TEL/FAX (909)946-6128 SHEET NO .OF. CALCULATED BY_ CHECKED BY SCALE. DATE. DATE . I ISn^KSn Ji) 20) l(?i;leal IK Cicioo Miss OHM IdOlfaPllOW 1011 flii I Itfl ?!i 5320 (*r^5^fiN1c*^^K3K-tVvJT*nt 52 ^$ *5 7^"^^^ Xi ^M 0- 0! * S^ T"Rl t-i ""*! ^- ^ ^><\>V(\^-^^**r ^ f\ ^N K \» \^JO^o^ivN\"^C^^ov\w£ *n m m *o oo TJ o ' 3 Oi xzj s, ^^o fo^- m^zr c I1 o73 O mOO -< Tl >s. l~ (7) T °-E <n 0% ^ 00m £o£ ^Srn o^! o Dg D m 01-03-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR07001 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 1251 BASSWOOD AV CBAD PCR 2051122600 Lot# $0 00 Construction Type ORTH RES- DEFERRED TRUSS 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 01/02/2007 LSM 01/03/2007 01/03/2007 Applicant ORTH GREGORY FAMILY TRUST 04-26-05 1251 BASSWOOD AVE CARLSBAD CA 92008 Owner ORTH GREGORY FAMILY TRUST 04-26-05 1251 BASSWOOD AVE CARLSBAD CA 92008 Plan Check Revision Fee Additional Fees $6000 $000 Total Fees $60 00 Total Payments To Date $60 00 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please lake 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 fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 (' FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By. Date I)<SL/07 Address (include Sldg/Suite if)Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use i/Description of^Work ^>.^:: #of Stories # of Bedrooms # of Bathrooms Name Address City 'ant forjCqntractqrT - O-Qjwner d Agent for Owner State/Zip Telephone #Fax # -Z2%>^ City State/Zip Telephone # City State/Zip Telephone # (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law (Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) Name Address State License ft License Class City State/Zip Telephone # City Business License tf Designer Name Address State License # City State/Zip 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 n I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company _ Policy No _ Expiration Date _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) Q CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney a fees SIGNATURE _ _^___ _ DATE _ I hereby affirm that I am exempt from the Contractor s License Law for the following reason Q I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) n 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) n 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 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) _ ^ __ ___ _ __ __ _ . PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? D YES 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? CD YES Q NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? 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 DISTRICTiiiMSsTip^^ ;.^^;s&rs, ,:.:!!:.:,•=• , ~ * ...... ~A: '• I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME _ LENDER S ADDRESS _ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stones in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned K/ at any time after the work is commenced foiva pgnqd of 180 days (Section 106 4 4 Uniform Building Code) L\APPLICANT S SIGNATURE <^T=£=~- -Lff^ _ DATE I jj ^^ / X* ^^" {_J WHITE File YELLOW Applicant PINK Finance eL lO "7I Olo O Zrn C/) 3DO oom CO Dm Nd O CD O Ol OVED JAN 03 2007 City of CARLSBAD BUILDING DFPT CD C/5 •Oo 3 > P^ 03 K > O om STONE TRUSS COMPANY www stonetruss com N W NIA STONE TRUSS CO. _E CERTIFIED INSPECTION I.AS AA-583 IN STRICT ACCORDANCE WITH UBC.IBC. ANSI NATIONAL STANDARDS LATEST REVISION PREFABRICATED WARNING * WARNING * WARNING BE SURE ERECTION CONTRACTOR UNDERSTANDS BCSI B1 SUMMARY SHEET ENCLOSED 507 JONES ROAD • OCEANSIDE, CALIFORNIA 92054 • (760) 967-6171 • FAX (760) 967-6178 ST001 01^v/UJ^•J&3I^OHOmOOZJTl 53fflSCOO ^m KTl 2m~3J CDZJ >m w1°l!CO O 33TJO •xzI :s " ' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-04-2007 Plan Check Revision Permit No PCR07023 Building Inspection Request Line (760) 602-2725 Job Address 1251 BASSWOOD AVCBAD Permit Type PCR Status ISSUED Parcel No 2051122600 Lot# 0 Applied 01/31/2007 Valuation $0 00 Construction Type NEW Entered By JMA Reference* CB051892 Plan Approved 04/04/2007 Issued 04/04/2007 Project Title ORTH DECK REVISIONS & 600 SF Inspect Area RET WALLS NOTCH HEADER HOLD DOWNS Applicant Owner LANCE DICKES ORTH GREGORY FAMILY TRUST 04-26-05 1251 BASS WOOD AVE CARLSBAD CA 92008 760-942-5772 Plan Check Revision Fee $323 00 Additional Fees $0 00 Total Fees $323 00 Total Payments To Date $323 00 Balance Due $0 00 FINAL APPROVAL Inspector Date _— 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 fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 ;RROJECT JNfQRMATIpN FOR OFFICE USE ONLY PLAN CHECK NO EST VAL ~ 2-3 Plan Ck Deposit Validated B Date t -Address, (mclyde Bldg/S Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use A Proposed Use O *-* /} SQ FT #of Stories # of Bedrooms # of Bathrooms State/Zip Telephone # Fax #'Address City —-ti . State/Zip Telephone # Agent for Contractor CJVpwner .„ CS^gent; for Owner : 'iSPfft "'*• ~f tJ-'.^L"' ,j''f (2?—— 4 'WPROPERTY OWNERS State/Z|P Telephone # Name Address City State/Zip Telephone # 5. .CONTRACTORS;1 COMPANY NAME -':' ""• --- fl;l .:;;j|Br .. •• "•}' W\-.. " (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip City Business License ft Telephone # Designer Name State License # Address City State/Zip Telephone Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations f~] 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 n I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 OWNER BUILDER DECLARATION ™CE'°'"'•" ••"... ":" „.„..*,..;... ":. 1* I hereby affirm that I am exempt from the Contractor s License Law for the following reason D 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) l~l 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) [3 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 n YES fjNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY ^ 1:,, 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? fJ YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? d YES O NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? O YES O 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 8v™L:<?SSTRUCI!pN LENDING AGENCY - •• ,; . ; ",r.." " ;"J7-7 ::: * ;.. : I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER S NAME LENDER S ADDRESS 9 iSAiPPUCANT CERTIFICATION : , : !" : ,.:;P?r": „ .ifc! ' ' ;:" I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building DfjicjaUinder the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not cofcmerussd within 180 days~froTrrtbe4ate of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commpneed jfjrja.perio^f ^80 days (SectiofKI06 4 4 Uniform Building Code) APPLICANT S SIGNATURE ^ \V\M \l\l\f\ ^ DATE ^ VHITE File YELLOW Applicant PINK Finance EsGil Corporation In (Partnership -with government for (Building Safety DATE March 12, 20O7 a APPLICANT JURISDICTION Carlsbad / a PLAN REVIEWER a FILE PLAN CHECK NO 051892 Rev 3 (PCR07023) SET II PROJECT ADDRESS 1251 Basswood Ave PROJECT NAME SFD Addition & Remodel for Greg Ortho X] 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 XI Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Abe Dohente Enclosures Esgil Corporation D GA D MB D EJ D PC 3/8/07 trnsmtldot 9320 Chesapeake Drive, Suite 208 *• San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In (Partnership witfi government for (Buiftfing Safety DATE 2/23/07 a APPLICANT a JURIS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 051892Rev 3 _ SET I PROJECT ADDRESS iSSTBasswood Ave PROJECT NAME SFD Addition & Remodel for Greg Ortho 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 Lance Dickes, Architect 1642 Caudor St, Encmitas, CA 92024 I I 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 Lance Dickes Telephone # 760/942-5772 Date contacted (by ) Fax # - 5260 Mail Telephone Fax In Person REMARKS RETURNED HEREWITH ARE THE ORIGINAL APPROVED PLANS By Abe Dohente Enclosures Esgil Corporation D GA D MB D EJ D PC 2/5/07 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In (Partnership with government for <BuiCifing Safety DATE February 8, 2OO7 JURISDICTION Carlsbad PLAN CHECK NO O51892 Rev 3 (^<670^3 SET I PROJECT ADDRESS 1257 Basswood Ave PROJECT NAME SFD Addition & Remodel for Greg Ortho APPLICANT PLAN REVIEWER a FILE 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 XI 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 X3 The applicant's copy of the check list has been sent to Lance Dickes, Architect 1642 Caudor St, Encmitas, CA 92024 Esgil Corporation staff did not advise the applicant that the plan check has been completed X] Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted . Lance Dickes Telephone # 760/942-5772 Date contacted £jF/0'7 (b^&3) Fax # - 5260 Mail Telephone^. I/Fax v In Person REMARKS By Abe Doliente Esgil Corporation D GA D MB D EJ D PC Enclosures 2/5/07 trnsmtl dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad OS 1892 Rev 3 February 8, 2007 GENERAL PLAN CORRECTION LIST JURISDICTION Carlsbad PROJECT ADDRESS 1257 Basswood Ave DATE PLAN RECEIVED BY ESGIL CORPORATION 2/5/07 REVIEWED BY Abe Dohente PLAN CHECK NO 051892 Rev 3 DATE REVIEW COMPLETED February 8, 2007 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 • Please make all corrections and submit two new complete sets of prints to ESGIL CORPORATION • To facilitate recheckmg, 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 • 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? Yes a No Carlsbad OS 1892 Rev 3 February 8, 20O7 1 Table used for sizing the girders and footings does not apply to multiple span decks Provide structural calculations for the interior girders and corresponding pad footings 2 Check final sets of plans for signatures 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 Abe Dohente at Esgil Corporation Thank you Carlsbad O51892 Rev 3 February 8, 20O7 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Abe Doliente BUILDING ADDRESS 1257 Basswood Ave BUILDING OCCUPANCY R-3/U-1 #£0702-3 PLAN CHECK NO 051892 Rev 3 DATE February 8, 20O7 TYPE OF CONSTRUCTION V-N BUILDING PORTION Ded< Retaining Walls Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Rlrfn Piarmit- FPP hv Orrlina AREA (Sq Ft) t420- 600 cb Valuation Multiplier 14 41 1774 By Ordinance nrp TT Reg Mod VALUE ($) 2Qyi62 10,644 —31 106 -£2541-1- Plan Check Fee by Ordinance Type of Review [2 Fl Repetitive Fee "^T] Repeats Comments Complete Review D Other r—| Hourly Structural Only Hour Esgil Plan Review Fee Sheet 1 of 1 macvalue doc City of Carlsbad Public Works - Engineeririg BUILDING PLANCHECK CHECKLIST RETAINING WALL BUILDING PLANCHECK NUMBER BUILDING ADDRESS CB PROJECT DESCRIPTION Retaining Wall ASSESSOR'S PARCEL NUMBER - //?, - ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans information and/or specifications provided in your submittal therefore, any changes to these items after this date including field modifications must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspensior/of permit to build By DENIAL Please seeJJ^^attached report of deficiencies marked wmi DMa^e necessary corrections to plans or speciftqatiojas for compliance with applicable codes and standards Submit corrected plans and/or specificationst0-tfTis~office for review ATTACHMENTS Right-of-Way Permit Application ENGINEERING DEPT CONTACT PERSON NAME KATHLEEN M FARMER City of Carlsbad ADDRESS 1635 Faraday Ave Carlsbad, CA 92008 PHONE (760) 602-2741 H \WORD\OOCS\CHKLST\Retainmg Wall Building Plancheck Cklist Form KF doc Rev 6/26/98 1635 Faraday Avenue • Carlsbad CA 92OO8-7314 • (76O) 6O2-2720 • FAX (76O) 6O2-8562 © BUILDING PLANCHECK CHECKLIST RETAINING WALLS Q 1 Provide a fully dimensioned site plan drawn to scale D EasementsJortn Arrow ^_—B—Existing & Proposed Structures (dimensioned from street) Lines - "Retaining Wall (location and height) 2 Show on site plan CA^Oramage Patterns — £l|^Existing & Proposed Slopes C Existing Topography 3 Include on title sheet A Site Address B Assessor's Parcel Number C Legal Description Quantities Cut . r^T ^ ,/^.. 7 6 Permit and Haul Route Permit may be Q 4 Project does not comply with the following Engineering Conditions^ approval for Project No Conditions were complied with by Date Q MISCELLANEOUS PERMITS 5 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 A separate Right-of-Way issued by the Engineering Department is required for the following Please obtain an application for Right-of-Way permit from the Engineering Department Pagel H \WORD\DOCS\CHKLST\Retaining Wall Building Plancfieck Cklisl Form OR doc Rev 6/26/98 D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB 05-1892 Address Planner Jo Marquez APN 1251 Basswood Avenue Phone (760) 602-4619 205-112-26-00 Type of Project & Use Retaining Wall & Deck Zoning R-1 General Plan RLM CFD (in/out) # Circle One _Net Project Density DU/AC Facilities Management Zone _Date of participation Remaining net dev acres (For non-residential development Type of land used created by this permit J Legend Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES NO X TYPE Compliance with conditions of approval? If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO squired YES NO X 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 CA Coastal Commission Authority9 YES NO X X 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) Habitat Management Plan Data Entry Completed9 YES .NO X If property has Habitat Type identified m Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE') Inclusionary Housing Fee required YES NO X (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 3/06 Site Plan Provide a fully dimensional site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines D 1 Applicability YES NO D 2 Project complies YES NO D Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope 2 Accessory structure setbacks N/A Front Required Interior Side Required Street Side Required Rear Required Structure separation Required Required Required Required Required Required Shown Shown Shown Shown Shown 3 Lot Coverage 4 Height Required 40% Required 5 Parking Spaces Required Shown Shown. Shown. Shown Shown. Shown Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments Correction 1 Please provide a rear property line on your site plan so lot coverage may be calculated Correction 2 Show lot coverage as per section 21 10110 of the zoning code Correction 3 Regarding Retaining Wall 1, Part 2 please add another block on the top of lower retaining wall to reduce the effective height of the other wall so a railing will not be required PLEASE CALCULATE THE BUILDING LOT COVERAGE, OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE */ ^f 07 H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 TH&A, INC PO BOX 2410 32043 Hobday Lane, Suite D Running Springs California 92382-2410 TEL (909) 260-9397, FAX (909)803-0159 JOB. SHEET NO CALCUl-ATfiD BY. CHECKED BY SCALE ., OF DATE. DATE . TH&A,iNC PO BOX 2410 32043 Holiday Lane, Suite D Running Springs. California 92382-2410 TEL. (909) 260-9397, FAX (909)803-0159 JOB.r&ClFtrh 1 Io SHEET NO .OF_ CALCULATED BY- CHECKED BY SCALE DATE. J,540J^(/ \i$ j'>?r I $0$ Y/l' - i f" \^i <0\ 600 03) ^^ P 0 o s < r C X = l^oo M >; 7^-7f i. l-oi \fooof9 .w A/Op7o'R.- pmairTaMi|S«#iSiiitis|2as-MPiiM|/)vei«/l,kc &*• MmOUTI loomtiPimtttMitiitf iwm TH&A, INC PO BOX 2410 32043 Holiday Lane, Suite D Running Springs California 92382-241Q TEL (909) 260-9397, FAX (909)803-0159 l Ih I iPjH * (Kfru) IK GI.IOI Mjvs mill toft ti WiSUffl I r'ill I aOOZ)SI>3» 437 North Centra! Avenue Upland, CA 91786 TEL/FAX (909)S^S^ JOB- SHCET NO CALCULATED BY_ CHECKED DY SCALE DATE. DATE. 9UIJUO BDU3UIV LOOZ 'II ^reruqsj '^pung Page 1 of 1 Subj Re Orth Project Question Date 2/11/2007 8 31 34 P M Pacific Standard Time From archldd@cox net To t_qh@apl com Hi Trang, The framer on Greg Orth's job (Basswood Ave, Carlsbad) has the following question Master Bedroom header over sliding door and windows each side of door The plans call for 4x14 or 3 1/2" x 11 7/8" parailam They .installed the parajlam, but put it in too low bottom of parallam is 79" above floor Door is 79 1/4" high They want to know if they can cut the bottom of the header beam by 3/4" or 1" at the part of the beam above the door (6 ft wide), so they can fit the door in and have about 1/2" clr bet dr and header JDt»e^ntyre_hea^ej;_sp_ans^JOjft^ including 2 ft wide windows at each side of door There is probably a trimmer on eacfTside of door If you have any questions, you can reach the framer directlyfjohn Smart, 760-594-0690^\ I've got two other projects that I will express mail to you on Tuesday Did you get the Dodd project? I will call them to see if they have received your proposal and get them to send you check ASAP I am hoping to get them into bldg dept before I leave on vacation to Kenya on March 3rd Do you think you could fit them in, in that time frame? They are about the same size as the Dodd project j. I ~* Thanks, Q^^O MX?f<HA- SJOLU pue |ie|/\| nov 99JJ 'qa/wv Q\$ SSOJOB LUOJJ sospiA jo suoi||iui oj ssaooe aajj 's|oo) Ajunoas pue /jsjes eejj jo jes eAisuaijajdiuoo }soi/\j ^oV ^9" 9MJ Jno i 10 / 9813A Monday February 12 2007 America Online tab 437 North Central Avenue Upland, CA 91786 TEL/FAX JOB. SHEET NO . CALCULA7EDBY_ CHECKED DY SCALE OF_ DATE DATE » qbi 9UIJUQ BOU9UIV Z,00£ 'II ^rernqg,} 'Aepuns Page 1 of 1 * \.t Subj Re Orth Project Question Date 2/11/2007 8 31 34 P M Pacific Standard Time From archldd@cox net To tqh@apl com Hi Trang, The framer on Greg Orth's job (Basswood Ave, Carlsbad) has the following question Master Bedroom header over sliding door and windows each side of door The plans call for 4x14 or 3 1/2" x 11 7/8" parallam They mstalled the parajlam, but put it in too low bottom of parallam is 79" above floor Door is 79 1/4" high They want to know if they can cut the bottom of the header beam by 3/4" or 1" at the part of the beam above the door (6 ft w/de), so they can fit the door in and have about 1/2" clr bet dr and header JGhe^entire'.header.sp.ansjjOJt,L including 2 ft wide windows at each side of door There is probably a"trimmer on each side of door If you have any questions, you can reach the framer directlyf John Smart, 760-594-0690 N I've got two other projects that I will express mail to you on Tuesday Did you get the Dodd project? I will call them to see if they have received your proposal and get them to send you check ASAP I am hoping to get them into bldg dept before I leave on vacation to Kenya on March 3rd Do you think you could fit them in, in that time frame? They are about the same size as the Dodd project Thanks, Lance aioiu pue |iB|/\| nov say 'CRM am SSOJOB 0104 soapiA Aji|enb-i|6ii) jo suoi||iui oj ssaooe 88j.f 's|OO| Ajunoes PUB AjajBS eaij jo jes eAisueqejdujoo JSOJAJ 10V ^au eM* *no / 10 / aSej Monday February 12 2007 America Online tah *' • '* '; * '' '*^- *': •••'_• "*" -' '»'•• 'JE-*' ' PAP F ER PLAN 2'-6M LX /3ApT t - Q- % 5/8> PI A. 1 A. BOLTS 1 5"X 1 6" DEEP FOOTING *4 TOP « BOTTOM S> STUDS « 16" STEM WALI A. BOLTS 9 24" O.C JOB.-/HA SHEET NO / 437 North Central Avenue Upland, CA. 91786 TEL/FAX: (909) 94S-S128 CALCULATED BY_ CHECKED BY SCALE .. OF DATE. DATE, TH&A, INC. 437 North Central Avenue Upiand, CA. 91786 TEL./FAX: (909)946-6128 SHEET MO ft.^-*" or CALCULATED BY }A.'£L_1 DATE . CHECKED BY DATE . SCALE ^Wf2 — -> • t •k I \ / >. •4L '/ \:\' X^v- ,/( . V \ \ \ \ / />m ffi\ <?)*m. / 22_ • M ~ir1l"M / / F ( •IX ui '// •4 I /t: (I % tl/, } ^ 3 £ * I 7' > '•• A - < k K r —»— -fI \s xX' t II gf N'6627 T) TK 437 North Central Avenue Upland, CA. 91786 TEL/FAX: (3C-9) M5=fe5g JOS_ SHEET NO.. CALCULATED BY_ CHECKED BY SCALE DATE. Xi .r. j/fBj |/^lj^i CM) ! if ^ JOB. TH&A, INC. P.O. BOX 2410 32043 Holiday Lane, Suite D Running Springs. California 92382-2410 TEL.: (909) 260-9397; FAX: (909) 803-0159 SHEET NO..OF CALCULATED BY_ CHECKED BY SCALE . DATE. DATE. ~ <?> PBODUCI 201 1 (SingleSHeffil 205 I (PMde TH&A,iNC VO.VOX2410 S3M3 Holiday Lane, Suite D RwoBins Spring*. California 92382-2410 TEL. (909) 260-9397, FAX (909)803-0159 JOB.ir/r? SHEET NO .OF_ CALCULATED BY_ CHECKED BY SCALE DATE. DATE. ]; TtfArJ F O&Q T 1 ^i .. C/p i'£?X. t-Y&QQA l'0Xl-0=- \20QVSt I ^ /; OW? XlQXl'OZ If 000 TH&A, INC. P.O. BOX 2410 32043 Holiday Lane, Suiti Running Springs. California 9238i-24 1 TEL.: (909) 260-9397; FAX: (909)803 ( 'fiOOUCI 204-1 (SingieSliueis) 205-1 s