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HomeMy WebLinkAbout1020 KNOWLES AVE; ; CB003608; PermitBuilding Permit / Adcrl Building Permit Fi- Plan Check I Add'l Plan Check Fee Plan Check DiscoLint Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD#3Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Red. Water Con. Fee $0.00 $0.00 $0.00 $0.00 $932.75 $861.00 $0.00 $0.00 $259.00 /$293.00 $0.00 wgB.c• $0.00 1,959.00 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11/06/2000 Residential Permit Permit No:0B003608 Building Inspection Request Line (760) 602-2725 Job Address: 1020 KNOWLES AV CBAD Permit Type: RESDNTL Sub Type: 2DU Status: ISSUED Parcel No: 1552514600 Lot #: 0 Applied: 09/26/2000 Valuation: $51,250.00 Construction Type: NEW Entered By: CB Occupancy Group: 6 Reference #: Plan Approved: 10/30/2000 # Dwelling Units: 1 Structure Type: SFD Issued: 11/06/2000 Bedrooms: I Bathrooms: I Inspect Area: Project Title: BEESON RESIDENCE Orig PC#: DETACHED DWELLING UNIT 625 SET, 1 STORY, 1 Plan Check#: Applicant: SHINJI ISAACS 426 SANTA ALICIA SOLANA BEACH CA 92075 858-350-8010 Owner: BEESON WILLIAM E&MCMAHON-BEESON YVONNE A 1018'KNOWLES AVE CARLSBAD CA 92008 7711/6/0 0002 01 02 J/( ( CGP 491697 Total Fees $5,184A8 Total Paymnt To Date - $2671 Balance Due $4,916.97 /1 / \ \ t0.00%*,_-_~Ad1d'IA6'cl.-W Fee $267.21 MrFee / $0.00 SDCWA Fee $0.00, CFQ'Payoff Fee ' ••" $0.0,0. t License Taxi 4 - j N $0.00 Liënse Tax (CFDund)' \ "$0.06 .Trffic.Imp'ctFee . / \ $0.00 'fràffic lmpact (CFD und) $0:00 INQFLMZ Transportation Fee $0.00 Sewalk Fee r .-' $0.00 PLUMBFNp - ' <'I $0.00 ELEd'iRi NJ i$O.00~U ?, MECiAI L $0.0o igJfJP IN A ousinI e .7 -$0.00 Master Drainage Fee: $600--.-.. Sewer., Fee: - TOTALrpERMirp FINAL APPROVAL Inspector: Date: 3/1/ô Clearance: I NOTICE: Please take NOTIJE 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 inaccordance 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 capactiy 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 Dreviouslv been aiven a NOTICE similar to this. or as to which the statute of limitations has oreviouslv otherwise exDired. CAI 0' FOR OFFICE USE ONLY PLAN CHECK NO.(6300 EST. VAL. -. c 1. ) SO Plan Ck. Dep Validated By Date (,'-PRAT 2672i - Legal M Tnt.i At nf tinitc Assessors - . # of Bathrooms 1ktJTR Name Address City State/ tip Telephone # Fax # -- - - -A P.LlC T ------. -.-- ''".- 'ir"- - :ECfltO Name Address City State/Zip Telephone # r4pRopERTyowNER BTLTfVoM--R&ESb V1PL.EMeL51i & Name - - . Address- - City State/Zip 'Telephone L5 CONJLQ N1,,NAE (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 - - City State/Zip Telephone # State License -# License Class' City Business License # Designer Name Address City State/Zip Telephone State License # LFIKERSICLOMPENSATI - .._ . ,. . . Workers' Compensation Declaration: -I hereby affirm-under-penalty of perjury one of the following declarations: C] I have and will maintain a certifiäate 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. - - - -- 0 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 compensàtiàn 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) 0 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 shell 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 - - - LOWNER1DE LA R DECRATION th 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 sol 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). - 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). - - - 0 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 _,,,'YES DNO l/ 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 - - Le r PROPERTY-OWNER SIGNATURE ),&'U Sam- 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? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. NSTRUCTION LENDING AGENC'I' 'j" I hereby affirm that there is a construction !undinq ngnncy for tr performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME' LENDER'S ADDRESS__________________________________________________________ L_APPLICEJFICATION I certify that (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 Cit, of Carlsbad to enter upon the above mentioned property for -inspection purposes. I ALSO AGREE JO 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 ifthe building or work -: authorized by such permit is not commenced within 180 days from the data of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is comrenced fore. period of 180 days (Secti 106.4.4 Unit m Building Code) APPLICANT 'P SIGNATURE 4t)q4f 2 ç7)4 .Z"?c 21 WHITE File YELLOW Applicant PINK Finance oOA^/ Zima, City of arIsbad Bldg Inspection Request For: 03/12/2002 Permit# CB003608 Inspector Assignment: PY Title: BEESON RESIDENCE Description: DETACHED DWELLING UNIT 625 SIFT, I STORY, I BEDROOM, I BATI- Type: RESDNTL Sib Type: 2DU Phone: 7f07298436 Job Address: 1020 KNOWLESAV Suite: Lbt 0 Location: 4 Inspector: APPLICANT SHINJI ISAACS Owner: - Remarks: 760-714-4506 PGR Total Time: Requested By: BILL Entered By: RCBIN CD Description Act Comments 19 Final Structural 1 ' 29 Final Plumbing 39 Final Electrical 49 Final Mechanical W2&! OOte/r (4I(A i7tdAU1 7 t. Inspection HjtQty Date Description Act Insp 01/31/2002 18 Exterior Lath/Drywall WC PY 11/20/2001 17 Interior Lath/Drywall AP PY 11/20/2001 18 Exterior Lath/Drywall WC PY 11/20/2001 23 Gas/Test/Repairs AP PY 11/15/2001 16 Insulation AP PY 11/02/2001 14 Frame/Steel/Bolting/Weding AP PY 11/02/2001 31 Underground/Conduit-Airing PA PY 03/15/2001 13 Shear Panels/HD's I AP SR 01/17/2001 15 Roof/Reroof AP SR 11/20/2000 22 Sewer/Water Service AP SR 11/16/2000 11 Ftg/Foundation/Piers AP SR 11/16/2000 21 Underground/Under Flor AP SR 11/15/2000 11 Ftg/Foundation/Piers AP SR 11/15/2000 21 Underground/Under Floor WC SR 11/15/2000 23 Gas/Test/Repairs AP SR 11/14/2000 21 Underground/Under Floor CA SR SEPARATE GROUNDS & NEUTRALS @ SUB PANEL APPROVED ON 11/15/2000 OK TO POUR FOUNDATION / REVISIONSATTACHED Inspection List Permit#: CB003608 Type: RESDNTL 2DU BEESON RESIDENCE DETACHED DWELLING UNIT 625 SFT, I S Date Inspection Item Inspector Act Comments 03/12/2002 89 Final Combo - RI 760-714-4506 PGR 03/12/2002 89 Final Combo PY AP 01/31/2002 18 Exterior Lath/Drywall PY WC 11/20/2001 17 Interior Lath/Drywall PY AP 11/20/2001 18 Exterior Lath/Drywall PY WC 11/20/2001 23 Gas/Test/Repairs PY AP 11/15/2001,16 Insulation PY AP 11/02/200114 Frame/Steel/Bolting/Weldin PY AP 11/02/2001 31 Underground/Conduit-Wirin PY PA SEPARATE GROUNDS & NEUTRALS @ SUB PANEL 03/15/2001 13 Shear Panels/HD's SR AP 01/17/2001 15 Roof/Reroof SR AP 11/20/2000 22 Sewer/Water Service SR AP 11/16/2000 11 Ftg/Foundation/Piers SR AP APPROVED ON 11/15/2000 11/16/200021 Underground/Under Floor SR AP 11/15/2000 11 Ftg/Foundation/Piers SR AP OK TO POUR FOUNDATION / REVISIONSATTACHED 11/15/200021 Underground/Under Floor ' SR WC 11/15/2000 23 Gas/Test/Repairs SR AP 11/14/2000 21 Underground/Under Floor SR CA 11/14/2000 23 Gas/Test/Repairs SR CA 11/08/2000 21 Underground/Under Floor SR AP Thursday, March 14, 2002 Page 1 of I Gf- City of Carishad Final Building Inspection Dept: Building Engineering "ning CMWD St Lite Fire Plan Check#: Date: 03/12/2002 Permit #: CB003608 Permit Type: RESDNTL Project Name: .BEESON RESIDENCE Sub Type: 2DU DETACHED DWELLING UNIT 625 SFT, 1 STORY, 1 BED Address: 1020 KNOWLES AV Lot: 0 Contact Person: BILL Phone: 7607298436 Sewer Dist: CA Water Dist: CA Inspected . Date VYe7 By: Inspected: Approved Disapproved: Inspected . Date By: Inspected: Approved: Disapproved: Inspected ' Date By: . I'nspected: Approved: Disapproved: Comments: : CRY of Carlsbad Final 11ding Inspection 0 2002 Dept: Buildi Enqinring Planning CMWD St Lite Fire _____ ____ Plan Check #-Sw __________ Permit #: CB003608 Permit Type: RESDNTL Project Name: BEESON RESIDENCE Sub Type: 2DU DETACHED DWELLING UNIT 625 SFT, 1 STORY, I BED Address: 1020 KNOWLES AV Lot: 0 Contact Person: BILL Phone: 7607298436 Sewer Dist: CA Water Dist: CA Inspected Date By: f2,,tr,d 0Yc3 Inspected: 3//2 /0 2.. Approved: Disapproved: * Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: D" SHINJI ISAACS TRANSMI71AL VISUAL APPROACH DESIGN 426 SANTA ALICIA SOLI4NA BEACH, CA. 92075 TEL: (858) 350-8010 MR. BILL BEESON , 2636 DAVIS PLACE CARLSBAD, CA. 92008 NOVEMEBER 13, 2000 RE. REQUEST FOR CLARIFICATION ON BUILDING PERMIT NO. CB-002105 ROOMADDITIONAND CB-003608; DETACHED DWELLING UNIT. 1018 KNO WLESAVE. CARL SBA D, CA. Dear Mr. Bill Beeson; In response to your request and of the building inspector official; upon reviewing the approved plan sets from the city the following items are required for correction; Sheet S- 1; Structural notes and details; Under subtitle. FOUNDATION; Item no. 7 should be omitted,- This condition not required under soils report recommendations. Sheet S- 1; Structural notes and details; Under subtitle: SPECIAL INSPECTIONS (USC 170 1) The following items under Summary of Special Inspection; the item listed was an error and does not apply to this project and should be omitted. The above items (a) and (b) is recommended for removal from the approved set of plans on the basis of my oversight and mistake. Furthermore these notes does not directly apply to this project. It was recommended by the building official as an requirement to apply these corrections onto the plans currently on site and signed by the preparer of the plans. Please feel free to notify me regarding any other discrepancies or concerns which may arise. Thank you. Sincer ly urs. ji lsaacs cc: city building dept. : EsGil Corporation In Partners/lip with government for Building Safety DATE: October 26, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3608 SET: H PROJECT ADDRESS: 1018 Knowles Ave. PROJECT NAME: Guest House for Bill & Yvonne Beeson U AP LICANT U JURIS. U PLAN REVIEWER U 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 jurisdicti' n. to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 17 Esgil Corporation staff did not advise the applicant that the p1ei check has been completed V 14 Esgil Corporation staff did advise the applicant that the plan tieck has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax if: Mail Telephone Fax In Person REMARKS: By: Abe Doliente Enclosures: \\ Esgil Corporation . El GA fl MB El EJ Pc 10/19/00 • . • trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (8 S) 560-1468 4 Fax (858) 560-1576 ESGII Corporation In Partnership with government for fBui&uing Safety DATE: October 6, 2000 JURISDICTION: JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3608 SET: I PROJECT ADDRESS: 1018 Knowles Ave PROJECT NAME: Guest House for Bill & Yvonne Beeson 9-AEEL,ICANT JURIS. U PLAN REVIEWER U 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. vN 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 ppIicant's copy of the checklist has been sent to: Shinji Isaacs 426 Santa Alicia, Solana Beach, CA 92075 F] 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: Shinji Isaacs Date contacted: I0 (/OT3 Mall L...-Telephone - Fax In Person REMARKS: By: Abe Doliente Esgil Corporation LJGA IIMB EJ Z PC Telephone #: 858/350-8010 Fax #: Enclosures: 9/28/00 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858)560-1576 II Carlsbad 00-3608 October 6, 2000 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES [AN CHECK NO.: 00-3608 JURISDICTION: Carlsbad PROJECT ADDRESS: 1018 Knowles Ave FLOOR AREA: Dwelling - 625 SF STORIES: 1 HEIGHT: REMARKS DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: October 6, 2000 DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/28/00 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 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 00-3608 October 6, 2000 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: 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. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments: NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). . FOUNDATION REQUIREMENTS 2. 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: The building pad was prepared in accordance with the soils report, The-utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." FRAMING 3. Specify nail size and spacing for the roof diaphragm. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Sections 2315 and 2513. 4. Specify plywood and/or particle board thickness, grade and panel span rating for the roof sheating. Table 23-11-E-1. PLUMBING (UNIFORM PLUMBING CODE) 5. Note on the plans that "Combustion air for fuel burning water heaters will be provided in accordance with UPC Section 507 and Table 5-1". Carlsbad 00-3608 October 6, 2000 6. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). . ENERGY CONSERVATION 7 Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms. . MISCELLANEOUS Complete the floor plan of the existing adjacent rooms to the new addition. Check for light and ventilation requirements. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes El No 11. 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. Carlsbad 00-3608 October 6, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-3608 PREPARED BY: Abe Doliente DATE: October 6, 2000 BUILDING ADDRESS: 1018 Knowles Ave BUILDING OCCUPANCY: R-3 TYPE OF CONSTRUCTION: V-N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) SFD Addition 625 98.00 61,250 Air Conditioning Fire Sprinklers TOTAL VALUE 61,250 Jurisdiction Code lcb ByOrdinance 1 1994 UBC Building Permit Fee V 1994 UBC Plan check Fee I I 454.831 I 295.641 Type of Review: EI Complete Review [1 Structural Only fl LjRepetitive Fee Other I Repeats Hourlyi Esgil Plan Review Fee Comments: I 236.51! Sheet I of I macvalue.doc of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: 0 PLANCHECKNO.: CB BUILDING ADDRESS: d'57 C/JL.j A"k 11 PROJECT DESCRIPTION: S 1tJ ASSESSOR'S PARCEL NUMBER: • 251 - EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: U A Right-of-Way permit is required prior to construction of the following improvements: By: Date: By: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: By:../ bate:• liJ$/c0 ATTACHMENTS Dedication Application U Dedication Checklist Improvement Application LI' Improvement Checklist U Future Improvement Agreement U Grading Permit Application U Grading Submittal Checklist U Right-of-Way Permit Application ENGINEERING DEPT. CONTACT PERSON Name: David Rick City of Carlsbad Address: 1635 Faraday Av, Carlsbad, CA 92008 Phone: (760) 602-2781 CFD INFORMATION Parcel Map No: Lots: Recordation: U Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet U Sewer Fee Information Sheet A-4 9200-73 14 • (760) 602-2720. FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN 1 ST1/ 2ND 3RD 1. Provide a fully dimensioned site plan drawn to scale. Show: YE A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service E 2. Show on site plan: 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 Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes.are an exception. Sewer and water laterals should not be located within proposed driveways, per standards. LI 3. Include on title sheet: Site address Assessor's Parcel Number 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 H:\WORDDOCS\CMKLSrBuiIdThg Planthec$c Cldst Form (Generic).doc 2 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2N0 3RD DISCRETIONARY APPROVAL COMPLIANCE Li Li Li 4a. Project does not comply with the following Engineering Conditions of approval for 5c'joo. Project No.______________________________________________________ Li 4b. All conditions are in compliance Date: u('Iuo DEDICATION REQUIREMENTS Li 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an. 8 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS Li Li Li 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 $ , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the H:WORDOOCS\CHKLSTsBuilding PIanthec Cldst Fomi (Generc).doc 3 Rev. 7114100 I BUILDING PLANCHECK CHECKLIST 1ST 2ND 3R0 LI LI LI checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $__________________ so we may prepare the necessary Future 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: Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 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. RADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). LI LI 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: LI 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\OOCS\CHKLSVBuikJing PLincheck Cklst Form (Generlc).doc 4 Rev. 7/14100 BUILDING PLANCHECK CHECKLIST 1ST/'ND 3RD - 7d .No Grading Permit required. LI LI 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: LI 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge. Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. I11. Required fees are attached No fees required WATER METER REVIEW LI LI LI 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "standard" 1" service with 5/8" service. H:WORD\DOSCHKLSTsBuiding Plancheck Cklst Form (Generc).doc 5 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3R0 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). P 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 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: -S. STA 1+00 Install 2" service and I -' 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with, the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water H:\WORD\DOCS\CF(KLSVBuildirig Plancheck Cklst Form (Generic).doc 6 Rev. 7114100 . ' BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. LII LI R 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. 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. LI [1 LI 13. Additional Comments: • H:WORDOOCS\CHKLS'flBuildng Plancheck Ckist Form (Generic).doc • 7 Rev. 7/14/00 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 00- Address /010 k6/ Planner Greg Fisher Phone (760) 602-4629 APN: (c2cf-w * Type of Prject & Use: '. P. U. Net Project Density: Zoning:. General Plan: Facilities Management Zone: CFD (in/rust) # _Date of participation: Remaining net dev acres:______ Circle One / 7 " (For non-residential development: Type of land used created by . . / this permit:____________________________________________________ 0 0 0 / C C C / CL a. a. Legend: Item Complete Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval:__________________________________________________ i. Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES____ NO____ CA Coastal Commission Authority? YES____ NO____ If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. H:\ADMIN\COUNTER\BldgPInchkRevChkist Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing V/N, Enter Fee, U P D A T E ! ) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. E 2. Provide legal description of propertyand assessor's parcel number. Zoning: 1. Setbacks: Front: Required Shown Interior Side: Required,- 'Shown Street Side: Reqd Shown Rear: e'uired Shown :rs,10-0 fl fl Accessory structure setbacks: Front: Required Interior Side: - Required Street Side: Required Rear: Required L< Structure separation: Required /0 Lot Coverage: Required 1710 Shown Shown Shown - Shown Shown . 1 Shown 4. Height: Required IY Shown /3 / 5.. Parking: Spaces Required Shown Guest Spaces Required ' Shown / OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE I-l:\ADMIN\COUNTER\BldgPlnchkRevChklst ENGINEERING GEOLOGY CONSULTANTS P.O. BOX 161079 SAN DIEGO, CALIFORNIA 92176-1079 (619)230-9492 Project No. 00-26 April 13, 2000 Mr. Bill Beeson .1018 Knowles Avenue Carlsbad, California 92007 Subject: Soil/Geological Investigation Proposed Property. Improvements 1018 Knowles Avenue Carlsbad, California Dear Mr. Beeson: In accordance with your request and authorization, we are pleased to present the results of our soils/geological investigation at the subject property. The purpose of our work was to evaluate the site soil and geological conditions relative to the plans proposed for the improvement of the property.. The primary improvement proposed for the property include a one or two story addition to the rear of the existing residence and construction of a new detached one or two story unit in the rear yard area of the lot. . We appreciate this opportunity to be of service. If you have any questions pertaining to this report or require additional service, please do not hesitate to contact us. Respectfully submitted, yohnNiven RCE Ernest R.Artirn CEG Distribution: (3) addressee VjkOFES CO 241 V OF SOILS/GEOLOGICAL INVESTIGATION 1018 KNOWLES AVENUE CARLSBAD, CALIFORNIA INTRODUCTION In response to your request, we have completed a soils/geological investigation at the subject site. The purpose of our investigation was to evaluate the existing soil/geological conditions at the subject site and provide recommendations and parameters for site improvements to include a one or two story addition to the existing residence and construction of a new detached one or two story unit in the rear yard area of the property. We were also to evaluate the potential of on-site geological hazards. This report presents the results of our findings, as well as our conclusions and recommendations. The following key documents were reviewed and/or utilized for our study: .i.-SeismicRislcinthe San D.iego Reg.ion;--1.989,.-San Diego. Association ofGeo1og.ists .-.- - Seismic Safety Portion of the Safety Element, San Diego County General Plan; 1990 Draft, County of San Diego Planning Department. Alquist-Priolo Special Study Zone Maps -La Jolla and Point Loma Quadrangles; 1991, California Division of Mines and Geology. SCOPE OF STUDY The scope of our investigation included the following tasks: * Review of readily available published and unpublished reports and maps relative to the property, and listed above. * Geologic reconnaissance and mapping; * Observation of soil/geologic conditions in two test boring locations. The test boring locations are shown on Figure 1. * Results of the field findings are presented in the text of this report. * Engineering and geologic analysis; * Preparation of this report presenting our findings, conclusions, and our recommendations. Page Project No. 00-26 April 13, 2000 GENERAL SITE CONDITIONS The subject property is an existing single family residential lot with a one story residence and attached garage. The property has a primary slope with fall toward the Street. The area proposed for construction in the rear yard had vegetation removed with proposed grade exposed. We note the absence of any significant thickness of topsoil or clay soil on the ground surface within the areas proposed for construction. PROPOSED DEVELOPMENT We-understand -that the. site is prôposed..to be improved with one or two story structures at the locations should on Figure 1. The proposed building loads will be relatively light with final design work for the development and grading to be determined based in part on the findings of this report. SOIL AND GEOLOGIC CONDITIONS Soil/Geologic Unit The entire site appears to be underlain by Pleistocene Terrace Formation. The ground surface has a cover of b-b to marble size iron-oxide and/or manganese nodules. This size faction is generally associated with the early to middle Pleistocene age Terrace Deposits. In the site area, these deposits are known to be on the order of 20 to 30 +1- feet thick. The two test borings excavated to depths of 2 ½ to 3 feet at the locations shown on Figure 1, indicated the presence of dense to very dense, light reddish brown, silty slightly cemented sandstone. There were no trace of clay soil. Observations of Existing Foundations/Flatwork There are no apparent significant distress features to the exposed sections of the perimeter foundations and flatwork at the property. Along some edge of the foundation , there are white precipitate stains to heights of about 1 foot indicating previous presence of high moisture. The existing foundation and flatwork appear to be performing as designed. Page Project No. 00-26 April 13, 2000 Ground Water At the time of our study, no groundwater was encountered in any test excavations. Ground water to the best of our knowledge and findings will not be encountered and should not be a constraint to the proposed improvement. The depth to the regional ground water table is estimated to be greater than 25 feet. Geologic Hazards Faulting Our review of available geologic literature pertaining to the subject site indicates that there are no known active or significant surface faults mapped that traverse the subject site. There are many faults within the greater San Diego County area. The closest significant faults to the site include the Rose Canyon Fault about 5 to 10'+/- miles west of the property. Nearby, several mapped faults do not displace the Pleistocene Formation thus are not a constraint to the site. None of these faults project toward or under the subject site. The active Coronado Bank Fault is about 25 miles southwest of the site, and the Elsinore Fault Zone is about 30 to 40 miles northeast of the site, but no faults trend toward or under the site. Principal seismic considerations for development include surface fault ground rupture, liquefaction, and ground shaking or seismically induced ground settlement. The potential for any or all of these hazards depends upon the recency of fault activity and proximity of such faulting to the subject property. The possibility of damage at this site due to fault ground rupture is considered unlikely to nil since there are no known faults crossing the property. The hazards of liquefaction and seismicity are discussed in the following sections. Seismicity The seismic hazard most likely to impact the subject site is ground shaking following a large earthquake on one of the major active regional faults. Because of the location the Rose Canyon Fault Zone will be considered the most likely fault to affect the site with significant ground shaking, should an earthquake occur on the fault. A maximum probable event on this zone within about 20 miles of the site, of about a 6.5 Richter magnitude (see-reference 1) could produce a peak horizontal acceleration of greater than about 0.2 g at the subject site. With respect to the hazard of seismicity, the site is comparable to others in this general area in similar geologic settings. The proposed buildings should be designed in accordance with the current seismic design requirements of the Uniform Building Code or Structural Engineers Association of California. Page Project No. 00-26 April 13, 2000 Liquefaction Liquefaction of soils can be caused by strong vibratory motion as a result of earthquakes. Both research and historical data indicate that saturated, loose, granular soils are susceptible to liquefaction, while the stability of moist, silty clays and clays and very dense sandstone does not appear to be adversely affected by vibratory motion. Because ground water is not a constraint at the site and the site is underlain by dense to very dense, formational sandstone, the probability of liquefaction and/or seismically induced dynamic settlement at the site is considered unlikely to nil. Other Geologic Hazards - Based on our review, knowledge of the geology of the area, and the topographic setting and geological units present, there are no other significant geologic hazards, such as landslides, creep zones, on the subject site. CONCLUSIONS AND RECOMMENDATIONS Based on our soils/geological study of the site and our review of available reports and literature, it is our opinion that the proposed improvement at the site is feasible from a soils engineering and engineering geology standpoint. There appear to be no significant soil or geological constraints on- site that cannot be mitigated by proper planning, design, and utilization of sound construction practices. The following sections discuss the principal soil/geological concerns which should be considered for proper site improvement. Earthwork We understand that no significant grading and/or earthwork is proposed. Fills and Placement If grading or fill placement is proposed, the on-site fill and natural soils are suitable for re-use as compacted fill, provided they are free of oversize material, organic materials, and/or other deleterious debris. All areas to receive fill and/or other surface improvements should be scarified to a minimum depth of 6 inches, brought to at least 1 percent over optimum moisture condition and recompacted to at least 90 percent relative compaction. If necessary, import soils for near-surface fills should be predominately granular, possess a low or very low expansion potential, and be approved by the soil engineer. Page 5 Project No. 00-26 April 13, 2000 Lift thickness will be dependent on the size and type of equipment used. In general, fill should be placed in uniform loose lifts not exceeding 8 inches. Placement and compaction of fill should be in accordance with local grading ordinances under the observation and testing of the soil engineering consultant field representative. We suggest that fill soils be placed at moisture content at least 1 percent Qver optimum, and compacted to at least 90 percent relative compaction. Slope Stability We understand that no significant permanent cut and/or fill slopes will be constructed at the site. Foundations The existing perimeter foundation is - founded in sandstone. Footings for the improvements should be reinforced and should be at least 12 inches in depth for one story and 18 inch in depth for two story and 12 inches in width founded in the on-site sandstone. Footings of this width and depth founded in the sandstone may be designed for an allowable soils bearing value of 2,000 pounds per square foot for dead-plus-live loads. This value may be increased by one-third for loads of short duration, including wind or seismic forces. The reinforcement should consist of at least one no. 4 rebar top and one no. 4 rebar bottom. Foundation should be designed for passive lateral bearing pressure of 250 pounds per square foot per foot of depth. The maximum allowable lateral bearing value may be assumed to be 2,000 psf. A coefficient of friction against sliding between the base of the concrete foundation and slab and soil maybe assumed to be 0.35.If the frictional and lateral bearing resistance are combined, the lateral bearing resistance should be reduced by one-third. The above values may be increased by one-third for short duration of seismic and wind forces. Slabs New slab on grade construction should have a minimum thickness of 4 inches and should be reinforced. We recommend that the steel be supported on concrete blocks (lifters or cradles) to assure proper placement at mid-height in the slab. Misplacement of the steel would result in insufficient reinforcement of the slab. Even with reinforcement, some minor slab cracking is normal and possible.The slab should be underlain by at least two inch of sand to aid in concrete curing, with the sand underlain by at least a 10-mil thick visqueen moisture barrier if the slab is for an interior occupied area. The visqueen should be underlain by at least six inches of clean granular sand. We emphasize that it is the responsibility of the contractor to ensure that the slab reinforcement is placed at mid-height of all slabs. Our experience indicates that use of reinforcement in slabs and foundations will generally reduce the potential for drying and shrinkage cracking. However, some cracking should be expected as the concrete cures. Page Project No. 00-26 April 13, 2000 Surface Drainage Surface drainage should be controlled at all times. Positive surface drainage should be provided to direct surface water away from the structure toward suitable drainage facilities. Ponding of water should be avoided adjacent to the structure. CONSTRUCTION INSPECTION AND LIMITATIONS The recommendations provided in this report are based on our observations. We recommend that any foundation excavations and/or fill soil placement operations be observed by a representative of this firm, so that construction is performed..in accordance with the.recommendations of this report. The recommendations contained in this report are based on our review of field exploration, laboratory tests, and our understanding of the proposed improvement. If the scope of the proposed structure changes from that described in this report, our firm should also be notified. This report has been prepared in accordance with generally accepted soil and foundation engineering practices within the greater Southern California area. Professional judgements presented herein are based partly on our evaluations of the technical information gathered, partly on our understanding of the proposed improvement, and partly on our general experience in the geotechnical field. Our engineering work and judgments rendered meet current professional standards. We do not guarantee the performance of the project in any respect. We do not direct the, contractor's operations, and we cannot be responsible for the safety of personnel, including our own, on the site. Site safety is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. \" tLc 1 of Carlsbad 4IF o9 CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Number of New Dwelling Units / —SquareEeet.oLLiving Area ..inNew Dwelling - Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercial/Industrial: Feet Floor Area City Certification of Applicant Information: -- 2 Date: OF CARLSBAD LI Carlsbad Unified School 801 Pine Ave. Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (9444300) San/Marcos Unified School District 215 Mata Way San Marcos, CA 92069 (736-2200) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, 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 ab ye described project(s), or that the person executing this declaration is authorized to si behalf of the Owner. Signature: 7)t4 274 )7 Date: 1635 FAraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 Revised 4/20/00 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(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 TITLE . 2 Gaylen Feen ? Assistant SupPrrnt ent NAME OF SCHOOL DISTRICT Business ServiCes Carlsbad Unified School District i A;:uc DATE. 0 • Carlsbad, Caliiorna' 920 PHONE NUMBER .