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Home My WebLink About2685 VANCOUVER ST; ; CB031394; PermitCity of Carlsbad - 1635 FaradayAv Carlsbad, CA 92008 09-23-2004 Commercial/Residential Permit Building Inspection Request Line (760) 602-2725 Job Address: 2685 VANCOUVER ST CBAD Permit Type: COMRES Status: Parcel No: Lot #: 0 Applied: Valuation: $0.00 Construction Type: NEW Entered By: Occupancy Group: Reference #: Approved: # Dwelling Units: 0 Structure Type: Issued: Bedrooms: 0 Bathrooms: 0 Inspect Area: Project Title: LARWIN COMMUNITY PARK-REST RMS Orig PC#: PARKING-TOT LOT & PICKNIC AREAS Plan Check#: Permit No: CB031394 ISSUED 05/12/2003 CB 09/23/2004 09/23/2004 Applicant: Owner: LIZ KETABIAN 1200 CARLSBAD VILLAGE DR CARLSBAD CA 92008 434-2978 Building Permit $0.00 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check $0.00 CFD Payoff Fee $0.00 AddI Plan Check Fee $0.00 PFF $0.00 Plan Check Discount $0.00 PFF (CFD Fund) $0.00 Strong Motion Fee $0.00 License Tax $0.00 Park in Lieu Fee $0.00 License Tax (CFD Fund) $0.00 Park Fee $0.00 Traffic Impact Fee $0.00 LFM Fee $0.00 Traffic Impact (CFD Fund) $0.00 Bridge Fee $0.00 Sidewalk Fee $0.00 BTD #2 Fee $0.00 PLUMBING TOTAL $0.00 BTD #3 Fee $0.00 ELECTRICAL TOTAL $0.00 Renewal Fee $0.00 MECHANICAL TOTAL $0.00 Addl Renewal Fee $0.00 Redev Parking Fee $0.00 Other Building Fee $0.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $0.00 Housing InLieu Fee $0.00 Meter Size Housing Credit Fee $0.00 AddI Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Red. Water Con. Fee $0.00 Sewer Fee $0.00 Meter Size Additional Fees $0.00 AddI Red. Water Con. Fee $0.00 TOTAL PERMIT FEES $0.00 Total Fees: $0.00 Total Payments To Date: $0.00 Balance Due: $0.00 JUJILD[NG PLANS ...f__. IN-STORA:OE .SC_OAIC'€4 __ATTACHED FINAL APPROVAL Inspector: i-! jA_)l/,1A Date: '+ M-0 M-0J6 Clearance: j 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 FOR OFFICE USE ONLY PLAN CHECK NQ,I394 EST. VAL. Plan Ck. Deposit Validated ByI Date I.' PERMIT APPLICATION , : ME- CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 iPROJECTclNF RMATION lie Address (include BFdj/uite #) Business Name (at taddress) \J Lpt&95 UIi Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. TL # of units - Assessor's Parcel # Existina Use Proposed Use / Lot Jt,-i-q'1'--3-7 I1o7-ô9-gj Description of Work (ih Pnyk tj E&wjii,i 1 SQ. FT. F,A&Ii)t4. #of Stories P2rtj -/4- # of Bedrooms I1c - ALaiic /rc # of Bathrooms Can Z ) r b, it /2i fc44sbt/ 1/dhii.qe. 1!ar41xtd Name Address City State/Zip Telephone # I Fax # qiJOi.ctor 0 qpiD 9L oE Name Address City State/Zip Telephone # i2ROPERTY OWNER fr4 f dTó r/ha/ L,i1i~ t01) aYhd Name j Address City . State/Zip Telephone # oRt:LM (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 # QR - Workers' Compensation Declaration: I herebyaffirm under penalty of perjury, one of the following declarations: 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. 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) 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 ($100000), 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 heieby 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 (Sac. 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). - 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: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have nat) signed an application for a building permit for the proposed work. - I have contracted with the following person (firm) to provide the proposed construction (include name /address / phone number [contractors license number): 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 I phone number I contractors license number): 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 A2i,47 ) 44m.t . DATE 5/2../# 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 MEETING9THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. STR CT16N'.-'-'LENDINGGENC -- -___ - _ 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_______________________________________________________ j PPLICEJIfICTIQN -. 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 Cite' 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 corn enced for a perio1ffi 18 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE 44Ye.i.e4 DATE 'f12_'f63 WHITE: File YELLOW: Applicant PINK: Finance . List 1 - Permit From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the identification of the structure-type to be associated with the permit. Choose a structure-type from 'List 2 - Structure-Types' and put its code in the avroriate blank on the front of this application. 11 Residential Permits 11 Code I Description 11 APT Apartments - new construction. CONDO Condominiums - new construction. CVNNR Conversion. Convert all or a portion of a non-residential building to residential use, creating one or more new residential units. CVNRN Conversion. Convert one or more residences in a building to non-residential usage. CVNRR Conversion. Increase or reduce the number, of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). DEMO Demolition permit. (Also specify type of structure from List 2). DUP Duplex - new construction. MOHO Mobile home, renovation, repair, or addition of accessory structure not yielding a new living unit. MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). RAD Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. RREPAIR Residential building repair. Damage, fire, etc. RREPLACE Residential building replacement (no additional units). SFA Single-family, attached - new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex) SFD Single-family, detached - new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat'. May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE Commercial permit re-issue. CREPAIR Commercial building - repair. Damage, fire, etc. CREPLACE Commercial building - replacement. Cli Commercial tenant improvement. DEMO Demolition permit. ELEC Electrical permit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) - new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. Ill Industrial tenant improvement. MECH Mechanical permit, for mechanical work only. MISC Miscellaneous. Use only if proposed work doesn't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing permit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retaining wall permit. SIGN Sign construction/installation permit. SOLAR Solar energy system installation permit (specify structure type to be served). SPA Factory-made or Gunite. List 2. Structure-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application. Code I Descriotion SFA Single-family, attached. A one-family house attached to one or more other hotises, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house. half-plex). 11 SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached 11 garage, or a business. May be a detached "granny flat'. May be a mobile home or trailer on an individual lot, but not in a mobile home park. 11 MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex) MF5+ Multi-family, 5 or more units. Same as MF24, except the building has a t least five attached units on the same lot. MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, above). City of Carlsbad Bldg Inspection Request For: 04/26/2006 Permit# CB031394 Title: LARWIN COMMUNITY PARK-REST RMS Description: PARKING-TOT LOT & PICNIC AREAS Type: CONIRES Sub Type: Job Address: 2685 VANCOUVER ST Suite: . Lot 0 Location: APPLICANT LIZ KETABIAN Owner: Remarks: RESTROOMS Inspector Assignment: BN Phone: 9512648473 Inspector: Total Time: Requested By: CLAY Entered By: JANEAN CD Description Act Comment 19 Final Structural 1112 if )th 17111latz J2Wt 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Date Description 03/21/2006 89 Final Combo 01/25/2006 17 Interior Lath/Drywall 01/25/2006 44 Rough/Ducts/Dampers 01/24/2006 17 Interior Lath/Drywall 01/24/2006. 49 Final Mechanical 01/09/2006 34 Rough Electric 09/30/2005 24 Rough/Topout 09/21/2005 24 Rough/Topout 09/21/2005 39 Final Electrical 09/20/2005 22 Sewer/Water Service 09/20/2005 24 Rough/Topout 09/20/2005 39 Final Electrical 09/12/2005 15 Roof/Reroof Act Insp Comments CO BN SUPER HAS LIST AP BN LID AP BN CO PC 1)NO CARD ON SITE 2) MENS TOILET RM LOCKED CO PC WC BN already done AP PC NR BN AP BN E.M.R. CO RB SEE NOTICE ATTACHED CO RB CO RB AP PY .,' City of Carlsbad Bldg Inspection Request For: 09/20/2005 Permit# CB031394 Inspector Assignment: BN Title: LAWN COMMUNITY PARK-REST RMS Description: PARKING-TOT LOT & PICNIC AREAS Type: COMRES Sub Type: Phone: 7143970243 Job Address: Suite: Lot 0 Location: Inspector: APPLICANT LIZ KETABIAN Owner: Remarks: ELECTRIC SERVICE AND PLUMBING Total Time: Requested By: CLAY Entered By: CHRISTINE CD Description Act Comment 22 Sewer/Water Service 24 Rough/Topout 39 Final Electrical Associated PCRs/CVs Inspection History Date Description Act Insp Comments 09/12/2005 15 Roof/Reroof AP PY 08/30/2005 31 Underground/Conduit-Wiring WC PC 08/30/2005 32 Const. Service/Agricultural CO PC already signed off - install GFCI outlet for temp. pwr. Then recall 08/05/2005 32 Const. Service/Agricultural NA PC 08/04/2005 32 Const. Service/Agricultural NA PC RESCHEDULE FOR 8/5/2005 07/12/2005 32 Const. Service/Agricultural NA PY COMPLETE WIRING 02/02/2005 31 Underground/Conduit-Wiring CA BN already signed off 02/02/2005 34 Rough Electric WC BN 01/25/2005 16 Insulation WC JM 01/25/2005 31 Underground/Conduit-Wiring PA JM BLDG ONLY 01/25/2005 34 Rough Electric WC JM 12/27/2004 21 Underground/Under Floor AP BN CAST IRON 12/27/2004 22 Sewer/Water Service WC BN 12/27/2004 24 Rough/Topout WC BN I CiLyol Carlsbad Final Building inspection Dept: Building Engineering Planning CMWD St Lite Plan Check #: Date: 03/21/2006 Permit #: CB031394 Permit Type: COMRES Project Name: LARWIN COMMUNITY PARK-REST RMS Sub Type: PARKING-TOT LOT & PICNIC AREAS Address: 2685 VANCOUVER ST Lot: 0 Contact Person: CLAY Phone: 7143970243 Sewer Dist: Water Dist: Inspected Date By: Zn4i ______ Inspected: Approved: ______ Disapproved: Inspected Date By: Inspected: Approved: ______ Disapproved: Inspected Date By: Inspected: Approved: ______ Disapproved: Comments: Cityol Car!sliail Final Building inspection Dept: Building Engineering rP-1a—nni;nggg,,1CMWD St Lite Fire Plan Check # Date: 03/21/2006 Permit #: CB031394 Permit Type: COMRES Project Name: LARWIN COMMUNITY PARK-REST RMS Sub Type: PARKING-TOT LOT & PICNIC AREAS Address: 2685 VANCOUVER ST Lot: 0 Contact Person: CLAY Phone: 7143970243 Sewer Dist: Water Dist: Inspected Date G By: Inspected: Approved: 4/ ( Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: I. EsGil Corporation In Partnership with Government for Budding Safety DATE: 6/23/03 IJ .APP T - JURISDICTION: Carlsbad _ R%EVIEWER U FILE PLAN CHECK NO.: 03-1394 SET:!! PROJECT ADDRESS: 2685 Vancouver St, Laxwin Community Park PROJECT NAME: Community Park Rest Room & Site Lighting The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: I Esgil Corporation staff did not advise the applicant that the plan check has been completed LI 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 I REMARKS:(,) The revision clouded in red on sheet E4 must be made to the city set of plans. B. Cit)ç aptthe special inspectors and special inspection program. By: Chu enhall Enclosures: Esgil Co\portion 0 GA 0 MB 0 EJ PC 6/16/03 tmsmtl.dót 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnership with government for Bui&1ing Safety DATE: 5/23/03 o RL1QANT JURISDICTION: Carlsbad • PEN RI E VIEWER 0 FILE PLAN CHECK NO.: 03-1394 SET:I PROJECT ADDRESS: 2685 Vancouver St, Larwin Community Park PROJECT NAME: Community Park Rest Room & Site Lighting LI The plans transmitted herewith have been corrected where necessary and substantially comply With the jurisdictions building codes. LI 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. U The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. U The applicant's copy of the check list has been sent to: Liz Ketabian 1200 Carlsbad Village, Carlsbad, CA 'i2o0 cl LI 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: Liz Ketabiàn (v . Telephone #: (760) 434-2978 Date contacted: (by: k'-) Fax #: (760) 726-6917 MaiIc.-TeIephone/ Fax In Person LI REMARKS: By: Chuck Mendenhall Enclosures: Esgil Corporation [:1 GA [1 M13 DEJ DPC 5/16/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 03-1394 5/23/03 PLAN IREVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 03-1394 JURISDICTION: Carlsbad OCCUPANCY: B USE: Public Rest Room TYPE OF CONSTRUCTION: VN ACTUAL AREA: 1000 ALLOWABLE FLOOR AREA: 6000 STORIES: one HEIGHT: 12 approx per UBC SPRINKLERS?: no REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 5/23/03 OCCUPANT LOAD: 8 DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/16/03 PLAN REVIEWER: Chuck Mendenhall 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 ordinances enforced 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. Code sections cited are based on the 1997 UBC. 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 03-1394 5/23/03 Please make all corrections on the--original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. All sheets of the plans are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 2. Provide a note on the plans indicating whether any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 3. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 4. Specify on the plans the following information for the roof materials, per Section 106.3.3: Manufacturer's name. Product name/number. ICBO approval number, or equal. 5. Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skylight(s), per Section 106.3.3: Manufacturer's name. Model name/number. ICBO approval number, or equal. 6. Specify on the structural plans the thickness, type and nailing of the roof diaphragm. Carlsbad 03-1394 5/23/03 . ELECTRICAL 7. Show on the single line in detail 1/E5 that a foundation UFER ground will be provided for the building service in addition to the CW pipe and the ground rods. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 ACCESSIBLE PARKING Show that accessible parking spaces comply with Section 112913.4.1 as follows: a) Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area on the passenger side of the vehicle. See the civil plans showing the loading zone on the drivers side. At least one in every 8 accessible parking spaces shall. be served by an access aisle 2!96" in width and designated as VAN ACCESSIBLE, per Section 11 29B.4.2. the loading zone must be a mm. of 8ft wide. The civil plans show the loading zone as 5'-0" wide. The words "NO PARKING" shall be painted on the ground within each 8' loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 11 29B.4.2. Show or note on the plans that the accessible parking spaces are to be identified by a ref lectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: A profile view of a wheelchair with occupant in white on dark blue background. The sign shall ~t70 in.2 in area. When in the path of travel, they shall be posted ~80" from the bottom of the sign to parking space finished grade. Signs may also be centered on the wall of the interior end of the parking space '2:36" from the parking space finished grade, ground or sidewalk. Spaces complying with Section 11 29B.4.2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per Section 112913.5. Carlsbad 03-1394 5/23/03 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1394 PREPARED BY: Chuck Mendenhall DATE: 5/23/03 BUILDING ADDRESS:• 2685 Vancouver St, Larwin Community Park BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Public bathroom 1000 81.00 81,000 Air Conditioning Fire Sprinklers TOTAL VALUE 81O0O Jurisdiction Code 1cb I By Ordinance Bldg. Permit Fee by Ordinance V Plan check Fee by Ordinance v Type of Review: EJ Complete Review . LI Structural Only El Other 0 Repetidve Fee Repeats Hourly Hour * Esgil Plan Review Fee I $464.411 I $301.871 I $260.07! Comments: Sheet 1 of 1 macvalue.doc PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 6 ,3 -1 t Address C'44 V.4 .pv. Planner Elaine Blackburn Phone (760) 602-4621 APN: ),9—Z'12 —W. JL J L/2' &f(? )h'7- 1U4137 Type of Proect & Use:/JL fL'/ Net Project Density: J DU/AC _ Zoning: _O-5 General Plan: 5 Facilities Management Zone: 2. CFD (in/out) #_Date of participation: Remaining net dev acres:______ Circle One (For non-residential development: Type of land used created by this permit: Legend: 0 Item Complete E Item Incomplete - Needs your action Environmental Review Required: YES V NO TYPE 4j j.J J7 DATE OF COMPLETION: q -;2 -'03 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: PC Re- i b 0 53'7 g VL frnt' y n1e46q 1 E Discretionary Action Required: YES 1' NO - TYPE APPROVAL/RESO. NO. 531V c5VD 0 DATE 3 PROJECT NO. 614 e 6j-.23 ___ OTHER RELATED CASES: Compliance with conditions or approval? If ot, stat onditions which require action. Conditions of Approval:eZs / it4y 5 :3'r'1 E1 LI" II 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 - 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: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. i.i"uif 0 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 Y/N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 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 (including all side and / rear yard slopes). I UI 2. Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines I?1 1. Applicability: YES NO________ If 2. Project complies YES NO_______ / Zoning: E21 Ed 0 Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown L?J' Accessory structure setbacks: AJ Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Lot Coverage: Required Shown 0 Height: Required ) '1' Shown I M I Ii E21 0 Parking: Spaces Required Li ,,,rtk)Shown PAO Al (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown U Additional Comments_____________________________________________________ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTERS,. I1QATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 rk Carlsbad Fire Department 031394 1635 Faraday Ave. . Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: Building Plan /g Date of Report: 05/27/2003 Reviewed by: Name: City of Carlsbad Address: 405 Oak Avenue City, State: Carlsbad CA 92008 Plan Checker: Job # 031394 Job Name: Larwin Park Bldg #: CB031394 Job Address: 2685 Vancouver St. Ste. or Bldg. No. Approved 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 and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. El Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. E Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st _________ 2nd _________ 3rd _________ Other Agency ID FDJob# 031394 FD File # i 7—ie-03; 9:27AA;KNA Cons. Eng. NTD SAN DIEGO ;949 462 3201 # 2/ 2 a KNR Consulting Engineers, Inc. 23282 Mill Creek Or., Ste. iGO • Laguna HiVe, CA 92853 Tel (949) 492 . 3200 • Fax (949) 482 - 3201 www.KNAconsultinG.cOm July 18, 2003 Mr. Norm Luker NTD Architects 4719 Viewridge Avenue, Suite 200 San Diego, CA 92123 SUBJECT: Structural Concrete Strength Requirements Larwin Park City of Carlsbad - Recreation Department NTD No. 101.380: KNA No. 2002-0037 Dear Norm: This letter is written to clarify to structural concrete strength requirements for the project noted above. The structural design of the concrete was based on a strength of 2,000 pounds per square inch at 28 days ft). Therefore, in accordance with the Uniform Building Code Chapter 17 (Structural Tests and inspections), Section 1701.5, item 1, special inspection of the placement of reinforcing steel and the placement of structural concrete is not required. If you have any questions or if we can be of further service to you, please do not hesitate to contact our office. Sincerely, KNA CONSULTING ENGINEERS, INC. QWi,4L Larry R. Kaprielian, S.E. Principal STRUCTURAL CALCULATIONS FOR LARWIN PARK CITY OF CARLSBAD RECREATION DEPARTMENT KNA NO. 101.380 APRIL 2003 Prepared Under the Direction of: Larry R. Kaprielian Registered Structural Engineer, S.E. 2795 (CA) <\B Consulting Engineers, Inc.* 23282 Mill Creek Dr., Suite 100 • Laguna Hills, CA 92653 Tel (949) 462-3200 • Fax (949) 462-3201 www.KNAconsulfina.com 6 I KNF)Consulting Engineers, Inc. SHEET I OF PROJECT A4B*0 LMv JOB NO DATE CLIENT BY LATERAL LOADS SEISMICE LOAD Zone= 0.4 (fault B-Rose Canyon Fault, 10km) zone factor @Ca 0.44 zone factor @Cv= 0.64 Ca= 0.44 ap= I elements Cv= 0.64 1.5 connection R= 4.5 Rp= 3 elements 1= 1 3 connection T= 0.112 hx= 10 Na= I hr= 10 Nv= I 1p= I Soil Type= SD(assumed) Base Shear V=(N)(Cv)(l)/(R)(D 1.270 (30-4) not more than V=(2.5)(Ca)(I)(W)/(R) 0.244 (30-5) not less than V(0.1I)(Ca)(1)(W) 0.048 (30-6) for zone 4, not less than V=(0.8)(Z)(Nv)(l)(W)/R 0.071 (30-7) simplified basic sher W(3.0)(Ca)(W)/R 0.293 (30.11) Lateral Force on Elements Fp=((ap)(Ca)(1p)/(Rp))(1+3(hxihr))(Wp) 0.587 (32.2) elements not less than Fp=(0.7)(Ca)(1p)(Wp) 0.308 (32-3) not more than Fp=(4)(Ca)(lp)(Wp) 1.760 (32-1) Lateral Force on Connections Fp=((ap)(Ca)(1p)/(Rp))(1+3(hx/hr))Wp) 0.880 (32-2) connection WIND LOAD Ce= EXP. "C" Cq= 1.3 qs= 12.6 1= P(0-1 5)= 17.36 P(20)= 18.51 co2.44A.)0 = O.flLt. i LiSa 0. (3Ui KNF)Consultinq Engineers, Inc. PROJECT CLIENT SHEET 2- OF JOBNO DATE 343 BY zoF PL- pi r4 4-A-) )I=itc, c.rn_) ,CULK'flO MtSC_ Ig I I a.6/ 2or I KNR IConsulting Engineers, Inc. SHEET OF PROJECT JOB NO DATE CLIENT BY f I I I 6' 'I,. -- I I P2 = ........................ P4 = ........................ KNBConsulting Engineers, Inc. SHEET PROJECT JOB NO DATE CLIENT BY 4 OF ,1165 L= ................... ........................ ft w =.. 6.t.thX4'4)..................................#Ift P1 = ......................../ P3 = ..................../ ........................ WT = ...................................... M = ................I32 i4t...... = u4 I I in-#) <2j3&)( I"'5)< 1. 5 USE 2—)(to Q/ó".'. pjo=. R-1v? ',-J 41 OV1&It3c,i (I) L = ......................................ft WI = t)UV) ..(.k'-.#/ft wJ = ......t)L$ P3 = ............................/.................................... WT = ................I.i!............. M = T4t-#( .....2t2 = .......a. 0 - / F4 - USE i-X 10 e /,5 tO . C. - tor- triZ tJ 4' ovi (.1.) L = .......................................ft. w #Ift P1 = ........................... P3 = ......................../ WT ................... /4.' 1 #' 7— P2................................ / ................................... 0- / 1 4 - ..................................................................... M = ..........26 ............ in-#) = ............ ...-1Cl2q)4 USE 6'OC KNB Consulting Engineers, Inc. SHEET OF PROJECT JOB NO DATE CLIENT BY AL 171 L = .......................................ft. W ....................... .... ........................ #/ft =•ç P7 1 = . ....................................... WI = .................................... -P LAI I 1z1ixi1r.i.iii:iEix I I M = 117.ft4( ...... (LU in#)421D0XI = h,4 USE L = .........................................ft I 12 w = .... ( .,((2.).........................................#Ift -3Lg.7 7 3 P4 = ................................/ WT = ......................................# M = ............... ... .................. ft-#( in-#) IR = ............. USE *Xio —,Ie L = .........................................ft. W = ...................................................................#Ift P1 = ..........................................................................P2 = ..................................................................... P3 = ..........................................................................P4 = ..................................................................... WT= ......................................... # M = ......................................... ft-# ( ........................in-#) = ......................................... in4 USE I KNR Consulting Engineers, Inc. PROJECT CLIENT TA(21V)U0) 'FC2 9fr1 Its 1 16 PP L = ......................ft ................. W =..L+.6 .4-)....... .. ................. #Ift P1 = ...C-6 P - / WT= M = ............ . ........................ ....ft4( ......... ............... = .in4 SHEET OF JOB NO DATE BY P4 =.........................../ USE _(5 /b)( &$1 is=-0- I = .........................................ft W = ...................................................................#Ift .................................................. P3 = ................................................. WT =......................................... M = ......................................... IR in 4 ................. P2 = ..................................................................... P4 = ..................................................................... USE I I r 00 00 T 00 00 00 oo I I _ " I I I I VI'f/f '.'fj.'J I I I I.'J'J.','77fA ' ----------------------------------- Consulting Engineers Inc. SHEET 7 OF PROJECT JOB NO DATE CLIENT BY KNR Consulting Engineers, Inc. PROJECT CLIENT OUT - OF - E CM p)L o -vi VJA4L Fp CR.OF= J2 Fp A'3d re '-'= o•>°& V3 p I . el wAtA.- /O fl4 I Qazo0coco A. o -. r-/r-i. As oo?. /r-T SHEET OF JOB NO - DATE BY At..- L 2.4L.4T CT(& O - V4kV, 4 11 4ktL 14+aczM,,a. 1- (6'/)( i/) 34-.4c T e 4-' -o a .c. 34x4 W? 3 4t LJ -01%0. C. -tc'1"0-.c. ,)/4aox = /o1 5i SHEET OF JOB NO DATE BY AL-. Consulting Engineers, Inc. PROJECT CLIENT \,,A4A C.4'C)M-C CoA. z 5-601t olt e i6"QC 4. lJoAl .- I I t)t%. 5Ir4. ic- II&Ø ) KNA Cimsulting Engineers, Inc. SHEET 4 OF PROJECT JOB NO DATE CLIENT BY AL-. UT -OF - rLM- vJkU—. - W.T V9MiL. tp Mc= 0.44Jp v te M c-cV)LI()'b) -b K Qz D.O% o.ol its-/r--T P k As ~E. Ø"CMU v),I-tG VE2.T. ,rc cre. or t"JAA— Its hdrAR. v'JkU o-6 Fp Co$S)( 7F) 1V 44'14 /PT T@4'O'0.. . Z-224 S7 - LtS. Qmf. p44 e 4.' -c. KNF)Consulting Engineers Inc. SHEET LI OF PROJECT JOB NO DATE 4jo CLIENT BY I VJJcLL At-CkMG,E.. (a. 'tt c160-c. usgsIr)l' I1&4-c) be, CLIENT KNA Consulting Engineers, Inc. PROJECT SHEET I OF JOB NO DATE 3102, BY _6U 0104 - DCT(O. I2..1/ 2-5 i4t - P24A G%47 c1 I=(441)( 12.7/) 2l/ •b,< t (4/ 1O:€ 1LV4O? &TI.UCT co w KNR IConsulting Engineers, Inc SHEET II OF PROJECT JOB NO DATE 3/o3 CLIENT BY iCT(O I I L)Lb%)CMU /rt.L.) k t.Oot w 0't)( 3') v (. Iorr)( - I10 zoll.i (o.b) 4.tiJ.LCT bcIc 6"I/,'/t2"l.C. L4J.- p.'t (*)o11(/b) oEflI ' r -=6001 1 '1 3,1 t.19 O1 PIA . I kNA Consulting Engineers, Inc. • SHEET 12_ OF PROJECT JOB NO 3/03 DATE CLIENT BY P$O tAâiM d I •1 1 t I L7bP)( '/i)( sr WALL) a = C 4/.) 134 1i'( (o.() sT-LtCT% )/ to e Z)*u..611 324) Mau rv*da— A =(683 VD CIa5' /o) (45,14).. 'T4Io T:-C- = I '/ 3-4, - 4')_4- it A iE,9 e2 0. kka 04 ¶16 a 9401=OIkPI4. (4sa Consulting Engineers, Inc. PROJECT CLIENT SHEET 1-25 OF JOB NO DATE __________________ BY AL- pg4_1 rc i= 242X (4A) - 2.2_SZ -cb 64 M j( 16$7it I . v/L- 24 IS' )( I274 CS Pc& mi }.Q1% e. V 73°o Ct-sA) 11O - _33A pJ e 2 3<X 27 3 ,5 1t c_s KNA Consulting Engineers', Inc. PROJECT CLIENT —w-A—u— (D-- SHEET I'l OF JOB NO - Vo DATE BY A'- 'v— $rsI -VV-- - /b ItSINW.- El KNR Consulting Engineers, Inc. PROJECT CLIENT WhU® SHEET & OF JOB NO Val DATE BY kL- I I I, 714' j. 7I-i 1 2.1 'I, 'I D!p4 4t C.MU 'J4hLL 4/ .wr- - lr= 14 )(t5 /(154")(I'f.6')(WY) = 10 'tf6I (4**R Consulting Engineers, Inc. PROJECT CLIENT "I •WkU. I F & & FEE W21' a. SHEET I' OF JOB NO DATE 4/ot BY I 'I c-ri U - 72% -)( I .c IQ) Co -7 360 J _________ mew 41 Total Force (kips)= 10.298 1.5 Force= 15.4 I 5_11 Thickness of wall (in)= 7.625 Vm(psi)= 1500 9/3 increase not applied in this table -special inspection req'd -assume piers fixed at top & bottom -allowable shear stress without shear reinforcement. I "34 H/2L She (psi) 94 Sh (psi) 2.7 15.0 5.62 0.052 4.8 2.81 3.1 3.0 2 2.7 15.0 5.62 0.052 48 0.7 2.81 3.1 35.0 3 8.7 15.0 1.73 0.964 14.0 0.87 17.6 40.5 14.0 1.1 1 Th5 15.4 I KNA Consulting Engineers, Inc. SHEET Ii OF PROJECT JOB NO DATE 1*i CLIENT BY WML® F[1Xt Ii1tMI 2. _J._iI V Cr-U.1 (br'r)('.cx to')(o.I) =. V IkI'R - .. -GMJHy - Total Force (kips)= 9.339 1.5 Force= 14.0 Thickness of wall (in)= 7.625 fm(psi)= 1500 *113 increase not applied in this table -special inspection req'd -assume piers fixed at top & bottom -allowable shear stress without shear reinforcement. items Length Height. H/L ____ RF ______ /0 _'H i.5Forcó (kips)•. MNd or . HI2L. Actual . •. ... Shear (psi) Allowable*. . . Shear.(psi). 1 4.0 4.7 1.17 1.963 TT 1.7 0.58 4.5 44.1 2 14.0 4.7 0.33 9.635 579 8.1 0.17 6.3 49.5 3 7.3 4.3 0.59 5.055 30.4, 4.3 0.30 6.3 47.8 Y_ 1_____ 25.3 1 16.7 1 1001 14.0 1 I Consulting Engineers, Inc. PROJECT CLIENT WM-L SHEET lb OF JOB NO DATE BY I I ) (-?srt=)(27.x Is)(o() =oo 'I,- 17A./( )(2sl.b'AU'><) =. -CI'- c.MU V/LL o%,SJo IEMF I I • (j\f Consulting Engineers', Inc. SHEET OF - PROJECT JOB NO DATE CLIENT BY v0u- (D .- D IIi: b,5-60 4d ire- 6it —ot-. ot u)Jo P.M- KNF)Consulting Engineers, Inc. SHEET 10 OF PROJECT JOB NO DATE /6t CLIENT BY kL— &hlU v'3U aL 40 IMFWAF I V -(4,R Consulting Engineers,- Inc. SHEET OF JOB NO DATE BY 4L 0 0 PROJECT CLIENT I VfrtU 2. V D/r%j i') 1 CML \$kU. 6 i F. I KNBConsulting Engineers, Inc. PROJECT Hil CLIENT - - V—jLj= ~-D - SHEET .2.- OF JOB NO Not DATE BY 11 I Li 'H ,/ 4mu OZ6 sJ '2i -?4-5 x./c)-2-' K) - rt -z- O1LA4(- 1O I KNF)Consulting Engineers, Inc. PROJECT CLIENT SHEET 23 OF JOB NO DATE 'VO i BY AL.- L Id" 4ma t?AsTl- 4A-A C.o I / ) ( PF) ,<•. VJIW4..- =I - Pg._ D.00IL As R&.o - o.OLy7 it/rT. IH 64 criu "/ 4_ UE-T. a 2- . kl CTI fr-r "O(b'Y('i)Al+w It MIt .MU Mi_ 409 FT (n (I)(I)U.3) IV33'4 C'/.- I 1133 -41& ). ,.46 >'/S L. -c '766/,.4-r ) 7't P .oF- /2.31) f - I5 i_'-6" 'MpFX I-)'Tb\ p—re, I P F ffOEgk!DRY 6.2. GRADING AND EARTHWORK 6.2l. General All grading and earthwork should be in accordance with the recommendations herein and any grading requirements of the governing authorities. Prior to grading the surface obstructions, vegetation; and other miscellaneous debris should be removed from the areas ofthe proposed improvements. Holes' and' depresions resuifini àm thd reval of tes or obstructioris should be backfllled with compacted fill in accordance with the recommendations contained in the subsequent sections of this report. 6.2.2. Restroom Facility Overexcavation The restroom facility pad should be overexcavated a minimum of two feet below bottom of footing or mat foundation elevation prior to placement of any fill needed to establish finish grade. The overexcavation will remove the upper disturbed soil and provide a uniform bearing surface to reduce potential differential settlement. The overexcavation should extend laterally a minimum of five feet beyond the structure limits. Following overexcavation and removal of existing materials, the exposed soils should be scarified to a depth of six to eight inches, brought to within two percent of optimum moisture content, and compacted to at least 90 percent tèlative compaction (ASTM D1557): The excavated soils may then be replaced as properly compacted fill. As an alternative to the overexcavation of the restroom facility pad, the structure may be designed and constructed with continuous footings or a mat foundation that extends to undisturbed formational soil. Subgrade supporting slab-on-grade should be scarified a minimum of 12 inches, moisture conditioned to within two percent of optimum moisture and recompacted to 90 percent relative compaction (ASTM D1517). 6.2.3. Pavement To provide for more uniform siipjorting conditions and redude .the potential for differeniiaf movement, TESD recommends that the pavementsubgrade area be removed- to a minimüni depth of two feet below the existing or proposed subgrade elevation, whichever is deeper. After removal, the exposed ground surface should be observed by a ThSD engineer or geologist to verify that the encoun'tered subsurface conditions are consistent with those encountered by the exploratory borings. Undocumented fill or alluvium material deemed unacceptable should be removed to an approved depth, as recommended by the geotechnical consultant during grading. Upon observation and verification, the exposed ground surface should be scarified a minimum depth of eight inches and moistened conditioned to within two TESD. Inc. Larwin Park Updated Geotechnical Investigation * 2002-0570 * October 2002 5 I FOURF AlfILY 6.2.8. Excavation Conditions TESD anticipates that excavation of the on-site materials may be accomplished with typical earthmoving or trenching equipment. Local cemented zones within the sandstone, if encountered, could require ripping. 6.3. FOUNDATIONAN]) SLAB RECOMMENDATIONS 6.3.1. General The following paragraphs present foundation and slab recommendations for the Rroposed restroom structure. The footings and slab configurations, and reinforcement recommendations herein should not be considered to preclude more restrictive criteria by the governing agencies or by structural considerations. A structural engineer should evaluate configurations and reinforcement requirements. We anticipate that the structure will consist of slab-on-grade and perimeter footings or a mat slab foundation system. 6.3.2. Foundations Foundation elements should be founded at a minimum depth of 18 inches below the lowest adjacent finished subgrade and be founded entirely on compacted fill or entirely on formation. Footings bearing entirely on properly compacted fill soil may be designed for anallowable dead-plus-live load bearing pressure of 2,000 pounds per square foot. A one-third increase in bearing pressure may be used for short-term or seismic loads. For foundation elements supported on undisturbed formational soil, the allowable dead-plus-live load bearing pressure may be increased to 3,000 pounds per square foot. 6.3.3. Restroom Slab-on-Grade For geotechnical considerations, T.ESD recommends arninimurn slab thickness of four inches. A thickened edge may be used for the perimeter foundation. Minimum slab reinforcement should consist of No.4 rebar at 18 inches on-center, each-way, placed at mid-height of the slab. The slab should be underlain by four inches of aggregate base. Foundations and slabs should be designed by a structural engineer in accordance with the applicable sections of the Uniform Building Code. 6.4. ASPHALT PAVEMENT The following presents recommendations for the proposed parking lot asphalt concrete (AC) pavement to be located at the access from Vancouver Street. These recommendations are based on standard design procedures and our experience with similar pavement structures. TESD. Inc. * Larwin Park Updated Geotechnica1Investiation * 2002-0570 * October 2002 7 I I I I Active Fault Near-Source Zones 0-36 - This map is intended to be used in conjunction with the 1997 Uniform Building Code, Tables 16-S and 16-T 0-36 California Department of Conservation Division of Mines and Geology RR", _. ft"Y' oil 10 9 in ON zx 04 WE \\\ hu - - _ \X TV - Icho Santa Fe P Ire", MR LEGEND See expanded legend and index map Shaded zones are within 2 km of known seismic sources. A fault B fault Contours of closest horizontal distance to known seismic sources. ooc. 5 km 10 km 15 km o 5 10 Kilometers I 1/411 is approximately equal to 1 km August, 1997 ôJ - -;;-i:--- \ UZKETABIAN I L I •• CB031394 2685 VANCOUVER ST CBAD - - - LARWIN COMMUNITY PARK-REST RMS PARKING-TOT LOT & PICKNIC AREAS COMRES 713 CL 9-i 9 - C 3//o - OK "Iw-P a BUILDING -x* PLANNING %2j,ICy ENGINEERING FIRE APPR/FORM HEALTH DEPT HAZ MAT/AIR QUAL OTHER SEWER DISTR BLDG GRADING LETTER TO FROM APPLICANT APPLICANT PLAN CORR ENGCORR SCHOOL FORM CFD FORM P E & M WORKSPEET BLDG Fc-c r'' LETE