The URL can be used to link to this page

Home My WebLink About1625 SAINT JAMES CT; ; 87-335; Permit2 r 0 I hereby affirm that I am licensed under UI provisions of Chapter 9 (commencing with I Section 7000) of Division 3 of the Business P. and Professions Code, and my license is in L full force and effect. U- I hereby affirm that I am exempt from the Centrac' tern License Law for the following reason (Sec. 7031.) Business and Professions Code: Any city or County which, re-quires a permit to Construct, alter, improve, demolish, or repair any structure, prior 10 its issuance also requires the ap-plicant for Such permit to tile a signed statement that he is licensed pursuant to the provisions 01 the Contractor License Law (Chapter 9 commencing with Section 7000 of Division 301 the Business and Professions Code) or that is cx' empt therefrom and the basis br the alleged exemption Any violation of Section 7031.5 by an applicant for a permit sub-facts the applicant to a civil penalty of net more than live hun- dred dollars ($500). I. as owner 01 the property, or my employees with wages as their sole compensation, will do the work. and the struc—ture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does 5 not apply to an owner 01 properly who builds or improves m thereon and who does Such work himself or through his own employees, provided that such improvements are not intend-of or offered for sale. It, however, the building or improve- Z merit is sold within one year 01 completion, the owner-builder will have the burden 01 Proving that he did not build or im- 0 prove br the purpose of sale). II I, as owner 01 the prnpnrty, am exclusively contracting with licensed contractors to Construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner 01 property who builds or im-proves thereon. and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). i I As a homeowner lam improving my home, and the follow- ing conditions exist: I. The work is being performed prior to sale. 2. I have lived is my home for twelve months prior to completion 01 this work, 3 I have not claimed this exemption daring the last three years. 0 lam exempt under Sec. __________________ , B & P.C. br this reason U) Z 0 0- C.) Ian 0 0 C.) as C1. Us C USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN ADED AREA AND DECLARATIONS. CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438.1161 f AV. ST. RD. THOMAS BROS NO. DATE OF APPLICATIONI BUSINESS LICENSE # S I A M C5 Cr. i VALUATION PERMIT NUMBER 177 850 07-33.5 RACTOR L07 BLOCK a.os-oo*I CONTRACTORS PHONEC ZONE OWNER'S NAME •'• OWNER'S PH (A) 141 BUILDING SO. FOOTAGE ICI4-Tl-( Ri.i-e4 I R'S ADDRESS STATE LICENSE NO. OWNER'S MAILING ADDRESS I SUBDIVISION I ASSESSOR PARCEL NO ENO ,,d IS 214, DESIGNER'S PHONE DESCRIPTION OF WORK ADDRESS STATE LICENSE NO. FLRELEV.I INO OCCGP I I I EU 0019 09/03 0101 02B1dPot 9304.3 CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUEO I REDEVELOPMENT ,AREA I I TYPE 0CC LOAD I FIRE SPR 1 I I I vO N% I I'7'/ - IX N 0 YO N Not Valid Unless Machine Certified - QTY. PLUMBING PERMIT. ISSUE OTY. MECHANICAL PERMIT- ISSUE SUMMARY/ACCOUNT NUMBER EACH FIXTURE TRAP 145w INSTALL FURN. DUCTS 'LiP TO 100,000 BTU BUIIt.ERMI ,r71l01'810'0O'0O'822O EACH-BUILDING SEWER - - OVER 100.000 BTU IL 4pN'ERMI ' 4 001-810-00'00'8221 I EACH WATER HEATER ANDiOR VENT - BOILER/COMPRESSOR UP TO 3 HP - (PLAN 001-810'00-00-8891 9L EACH GAS SYSTEM I TO 4 OUTLETS BOILER/COMPRESSOR 3-15 HP ' 0011'810'00'00'8222 71. O - EACH GAS SYSTEM 5 OR MORE . METAL FIREPLACE C.. .b LE AL 001-810'00-00-8223 00 EACH INSTAL.. ALTER, REPAIR WATER PIPE . VENT FAN SINGLE DUCT HANICAL 001-810-00-00-8224 7.2.,. fl EACH VACUUM BREAKER ......L MECH EXHAUST HOOD/DUCTS )MOBILEHOME 001'810'00'00'8225 - WATER SOFTNER . RELOCATION OF EA FURNACEiHEATER SOLAR 001-810-00-00-8226 EACH ROOF DRAIN ilNSIDEi . DRYER VENT STRONG MOTION 880'519'92-33 ZZ 1174 - TOTAL MECHANICAL 77Z FIRE SPRINKLERS 001'810'00'00-8227 TOI AL PLUMBING I I St PUBLIC FACILITIES FEE • O3 -%J-8740 BRIDGE FEE 360-810-00'00'8740 QTY. ELECTRICAL PERMIT. ISSUE ' 11 OTY. MOBILE HOME SETUP 1 PARK-IN-LIEU (AREA I NEW CONST EA AMPSWI BKR CAR PORT TIF 312-810-00-00-8835 1 P 3 P - AWNING LA COSTA TIF 311-810-00-00-8835 EXIST BLDG EA AMPISWT-BKR FMF 1PH 3 P LICENSE TAX 10 001'8'00'00'8162 REMODEL ALTER PER CIRCUIT - . MFF 880-519'92'57 — TEMP POLE 200 AMPS !E — OVER 200AMPS TEMP OCCUPANCY (30 DAYS) CREDIT DEPOSIT IOTAL ELECTRICAL 3D - TOTAL TOTAL FEES PAYABLE J g 301%. 3LJ — I HAVE CAI1EFyLLY EXAMINED THE COMPLETED '-APPLICATION AND PERMIT' AND DO HEREBY I Expiration. Every permit Issued by the Building Official under the provisions of this * AN 0514* PERM: T is REiR FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I Code shall expire by limitation and become null and void tithe building or work 5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF authorized by such permit is not commenced within 180 days from the date 01 such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or it the building or work ISSUED: TO COMPLY WITH ALL CITY. COUN1Y AND STATE LAWS GOVERNING BUILDING CON, abandoned at any time after the work is commenced for a period of 180 days - - authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT - - STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. 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 CONTRACTOR 0 APPROVED BY ____BY PHONE Ply DATE -GRANTING OF THIS PERMIT. D thereby affirm that I have a certiticate of consent to selt-insuro. or a certificate 01 Workers'Compensation In- surance, or a certified copy thereof (Sec. 3800. Labor Code) POLICY NO. COMPANY — Copy is filed With the City Certified copy is hereby burnished CERTIFICATE OF EXEMPTION FROM WORKERS COMPENSATION INSURANCE (This section need not be completed it the permit Is fOr one hundred dollars (5100) or less) I certify that in the performance 01 the work tor which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers Compen- sation Laws of California. NOTICE TO APPLICANT: It. alter making this Certificate 01 Exemption. you should become subject to the Workers' Compensation provisions 01 the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. r 0 I hereby affirm that there is a construction tending agency for the performance of the work for which this per. C mit is issued (Sec. 3097. Civil Code) Z be Lenders Name -a Lenders Address.. TYPE i DATE INSPECTOR BUILDING FOUNDATION Pts REINFORCED STEEL 7001'01 MASONRY GUNITE OR GROUT SUB FRAME 0 FL9OR 0 CEILING SHEATHING girROOF 0 SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING O SEWER AND BL/CO U P1/CO UNDERGROUND EMASTE 0, WATER TOP OUT 0 WASTE Cl *ATER TUB AND SHOWER PAN GAS TEST O WATER HEATER 0 SOLAR WTEI ELECTRICAL ELECTRIC UNDERGROUND D UFFER ROUGH ELECTRIC IXI ELECTRIC SERVICE 0 TEMPORARY - BONDING 0 POOL MECHANICAL DUCT & PLEM., 0 REF. PIPI)IG HEAT - AIR COND. SYSTEMS A IL VENTILATING SYSTEMS k ¶1 V IL- CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED FINAL PLUMBING ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS C INSPECTORS NOTES INP'ECTIOP( REO. IF CHECKED APPROVAL INSPECTOR'S DATE SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI - - - - PRESTRESSED CONCRETE POST TENSIONED CONCRETE IELbWbiNG BOLtS HIGH STRENGTH SPECIAL MASONRY . .... -- PILES CAISSONS. . 1-_•_- - DEVELOPMENT PROCESSING SERVICES DIVISION .... 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 - (619)438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only I1-1I--- JOB ADDRESS '57 T4 C&tir PLAN ID NO. ASSESSOR'S PARCEL NO. a05--4)(v0 -1(0 OWNER * OWNER'S MAILING 0007 06/24 0101 Misc. 392.00 6, 1 04K ,4ii - ADDRESS /62 CITY (fr 1(f) r_,;q:kCS,49 ZIP r TEL. b 3q7 VALIDATION AREA CONTRACTOR _ ESTMATED VALUATION CONTRACTOR'S MAILING ADDRESS PLAN CHECK FEE 001.810.00-00-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES CITY ZIP TEL. WILL BE FORFEITED. STATE BUSINESS LICENSE NO. LICENSE NO. '- SUBDIVISION LOT(S) LEGAL DESCRIPTION oT 7 b j= Sf) AL) j./4Sjai/ CHECK IF SUBMITTED: - 2 ENERGY CALCS 2 1987 ENERGY CALCS 0 FOR NON RESIDENTIAL BLDGS 2 STRUCTURAL CALCS' DESCRIPTION OF WORK 1) w - L2-) 0 .2-SOILS REPORTS 2 SELF ADDRESSED ENVELOPES - DATE GIVEN! DATE SENT TO APPLICANT CONTACT PERSON qbC LA COSTA LETTER ADDRESS ,,ol SCHOOL FEE FORM/ /V7 P & E CORRECTIONS LIST ZIP TEL. CITY % 7 q 4çy CERTIFICATE OF OCCUPANCY APPLICANT'S SIGNATURE DATE (D/-1_(f/91 White- File Yellow - Applicant Pink- Finance Gold - Assessor FINAL BUILDI N i ?7 /ç ;'i;:: . • _______ PLAN CHECK NUMBER: 87-335 DATE: 7-15-88 PROJECT NAME: 1625 St. James Ct. . ADDRESS: . PROJECT NO.: _________________•UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: _____________________________ SFD NUMBER OF UNITS: Claude CONTACT PERSON: . CONTACT TELEPHONE: Unk aildept INSPECTED DATE BY: INSPECTED: APPROVED ,, DISAPPROVED INSPECTED . . DATE • .• •• BY: ________________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: . INSPECTED: ___________ APPROVED, . DISAPPROVED • . .1 COMMENTS: . Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: E.Abineering CANARY: UtlIlti Planning OLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: ____________________________________ DATE: 7-15-88 PROJECT NAME: ADDRESS: 1625 St. James Ct. PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: SF0 NUMBER OF UNITS: 1 CONTACT PERSON: Claude CONTACT TELEPHONE: Unk aildept INSPECTED DATE .. . BY: ____________________ INSPECTED: __________ APPROVED DISAPPROVED INSPECTED DATE BY: ______________________ INSPECTED: ___________ APPROVED ______ DISAPPROVED INSPECTED DATE DISAPPROVED BY: ______________________ INSPECTED: APPROVED ______ COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Enineerin EY: Utiiitie NK: Fire If M4 j I • -• • . FINAL BUILDING INSPECTION RE, EIVO JUL 1 8 1SI - PLAN CHECK NUMBER 81-335 DATE 71582 PROJECT NAME: . ADDRESS: 1*25 St. J2rnøs Ct. PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT:. SF0 NUMBER OF UNITS: I CONTACT PERSON: -CONTACT TELEPHONE:- all dept INSPECTED 6061 DATE INSPECTED: _________ APPROVED _____ DISAPPROVED INSPECTED DATE ,.. BY: INSPECTED: __________ APPROVED _____ DISAPPROVED INSPECTED DATE BY: •.--' . INSPECTED: ____________ APPROVED ______ DISA PROVED COMMENTS: Rev. 1186 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Piannin Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 87-335 DATE: PROJECT NAME: ADDRESS 1625 St James Ct PROJECT NO.:.________________ UNIT NUMBER: PHASE NO.: TYPE OF UNIT 1' SFD NUMBER OF UNITS CONTACT PERSON: , Claude CONTACT TELEPHONE:_: unk • . -all dept DAT! JUL. IS 1988 1" SPECTED APPROVED DISAPPROVED INSPECTED DATE BY: • INSPECTED ____________ APPROVED ______ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ______ DISAPPROVED Côsta Real Municipal Water District • COMMENTS: - Fnpnring Deprtmnt (619) 438-3367 ri • ( • . • •• •• • .• —--)STA REAL Rev. 1186 HITE. Suspen E: Water District EN: Engineering CANARY: Utilities FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 87-335 DATE: 7188 PROJECT NAME: .ADDRESS 1625 St. James c. PROJECT NO.: -' UNIT NUMBER: _________________ PHASE NO.: TYPE OF UNIT: SFD - NUMBER OF UNITS: 1 Claude CONTACT PERSON CONTACT TELEPHONE:' Uflk all dept IBY:NSPECTED,(,,. INSPECTED DATE "I /t /2 APPROVED (3 DISAPPROVED V. INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED DISAPPROVED INSPECTED DATE BY: _______________________ INSPECTED: ____________ APPROVED ______ DISAPPROVED .-COMMENTS V N I Rev. 1186 WHITE Suspense BLUE Water Dustrict ineering CANARY Utilities PINK Planning GOLD Fire CASHIERS VALIDATION Titu of (IIartnbab - SEWER PERMIT,APPLICATION APPLICANT TO FILL N I SHADED AREA SEWER PERMIT NUMBER SE 1167 BUILDING PLAN CHECK NUMBER BUILDING ADDRESS I(t€4E ?.5t j4vre6 _4'j 1BUILDING TYPE NUMBER OF EDUS I () OWNER ( / '-I '') I Li CALCULATIONS MAILING ADDRESS J O" 1) i CONTRACTOR 41 MAILING ADDRESS V 0019 -09/ a'A 01 Al (4 LEGAL DESCRIPTION -' CONNECTION FEE JI I ft 0 COST PER UNIT _____________ x NO UNITS LATERAL CHARGE: .• • •. • •• •.••.• .•. • TOTAL CHARES /eO0 .•• .• •••..•• •--• • • - I, • .. Ls P 1 ASSESSORS PARCEL NUMBER: .J U . - - I .' PREPARED BY'., • - '- (PRINTED NAME) IUP N ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619)560.1468 DATE: U - - '1. FFILE SDICT N JURISDICTION: C o Car o..cL CHECKER COPY PLAN CHECK NO: ft. 35 't jups ODESIGNER PROJECT ADDRESS: cT ;3Qvv5 c--r. PROJECT NAME: 5Z J' 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 O with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. D 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 Corp. until corrected plans are submitted for recheck. .... fl The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. In The applicant's copy of the check list has been sent to: C I a v CA e 17i-i..d &'I C>cxfr. Glye. C. , C.01 ti'oo? J Esgil staff didnot advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check hasi been completed. Person contacted: C Igluct .hh/AmcX. V Date 7/23)'g) Telephone # 71— REMARKS: By: 1I_. Enclosures: .JOPI ESGIL CORPORATION . . .3URISOICTION:C 6tL2 Date PROJECT ADDRESS: 5T. a-S CT. TO: Caud.e e&cL \(a I O'k- ( NI C. , PLANCORRECTIONSHEET Plane Check No. C '97-335_ Date plans received by the jurisdiction________ Date plans received by plan checker__________ Date initial plan check completed _7_3-87 By SAbRAL FOREWORD: PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Cede, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: A( p. o ase..SOLPfA, f. r.,_ZoS,'M.-3 To facilitate rechecking, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. #(D 4 e rc s Ct, tt - 1riri_Preyot' tUis ave._LTe.L\ _i .'et (/'s '$•t '110'r '.our tre.-(.e _____ w 'S1.t _P%' _'Tt.c_Pr.cTCsw.fti - LU(C.,O$4C.,,L) PC. c?l4 tc.... ____ '0 (7) 59et11'a ' _I pps _4_1t. s c_r. t c:IL , •Tv;e. ______ PI MA naVL1 ffl "-"- P('wI. PA _uf' TT T Sec.-IS I1-a "Nov yc kerilk Pro,'A. rA _ / v L L_(._-2../Zo'7" _ccc.elS lts_P,,,,T1ere..'oeIou CA o Avg pi ton r iS e ta icaT Ppr?.W KI(A.6.dj A el 4 _ vii,_7 bi1 _. 2 _cavi,c_htveA,eei, r ire rrree0,.,. 5_01,,1 4'6Tsee.,'t*i5t,er t• . G,anu. I i:i.t ____ *j 56Z_fpti1 sr_— _____ i ror_Ce'rEc _outtA (ut'_ Also SPe _Iit.- _ _____ ' ir• 'IJ4iC. & CALL 3A.'E irykawiSTis D ) - ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560•1468 DATE: JURISDICTION: CITY. OF CARLSBAD PLAN CHECK NO: PROJECT ADDRESS: 57• Cr. PROJECT NAME: 5iZ AB2LICAT uTb I CN PLAN CHECkER FILE COPY UPS DESIGNER 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 D with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted -herewith have significant deficiencies 0 identified on the enclosed checklist and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the checklist is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: (I a u d R-t Ci. ,(&. ?.2O0)' Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: CItJt Date contacted: 7,1/Ji7 Telephone #...3)g_qi REMARKS: BY: .. ENCL:,\/C,i ESGIL CORPORATION Date initial plan check completed: 87 By: Applicant contact person: (IivcJi. PJ#--I Telephone: 24 _&'7 Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Coda and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. __No. Co - A' 7- 33 S T jI (H d (.H u $ 10: 1,1. ad., f21es&d 1c/',9/ (D/?k /7 le, (b.. ra - mEFNDNEND. _47 q7 CJR: PNDJE AIS: T ,am es 1982, IJBC (eff. 7/1/85) 1985 UPC (eff. 11/12/86) 1984 NEC (eff. 10/1/85) 1985 UMC (eff. 11/12/86) The above regulations apply to residential construction. PLAN amffamen Snwr SE PANfl.Y AND IXJPLU ThELLThCS Data plans, received by jurisdiction: Date plans received by Esgil Corporation: The circled items need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Ll 7 To sneed up the recheck nrocess. note on this list (or a cony) where each correction item has been addressed i.e.. plan sheet. specification. etc. Be sure to enclose the marked up list when you submit the revised plans. : PACE NTh43 ARE NOT IN SEqUENCE AS PAGO BAYING NO MM =WING WOMCZIONSWERE DWI. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements 1 3/25/86 A. PLANS () Please make all corrections-on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-1468. Please make all corrections on the original / tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, / the name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. Plans, specifications and calculations shall / be signed by a California state licensed engineer or architect. (California Business and Professions Code). () Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport,patio, deck and balcony. Section 302 (c). () Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1982 UBC, UMC, and UPC and 1984 NEC. Submit fully dimensioned plot plan drawn to /scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all lot corners. Section 302 (c). 2 3/25/86 () Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. FIRE PROTECTION Walls closer than 3 feet to property lines fshall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5. A. Section 1709 (a)). Projections, including eaves, may not 4xtend more than 12 inches into the 3 foot setback from the property line. Eaves over required windows shall .be not less than 30 inches from the side and rear property limes. Section 1710 and Section 504 (a) and (b). Plastic skylights shall not be installed /within 8' of an exterior wall located where ' openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Projections, including eaves, shall be fone-hour fire-resistive construction, heavy timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. /detector, .Show location of permanently wired smoke centrally located in corridor leading to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210. A smoke detector shall be installed in the fbasement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. C. - SI. LI. VIflLAI(R4 AND GLAMIG 3/. Habitable rooms, other than kitchens, shall (contain at least 70 square feet of floor area. Section 1207 (b). /Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in Openable window area in habitable rooms be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). a. At least 1/2 of the common .wall must be /open and have an opening not less than 25 sq. ft. if light and ventilation is being supplied from an adjacent room. Section 1205 (a). Required windows shall not open into a froofed porch unless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). 1or Dimension on the plans, the 30" clear width water closet compartments and 24" clearance in front of water closet. Section 511 (a). 25 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. -f r. c4s. 1. (,i. •,., c,'. Pi,., ) () Glazing, in the same wall plane as a door, must be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded on faceted glass. Section 5406"(d) 7. M),,,caiJ (Pe Glazing in shower and tub enclosures shall tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). =ection 5406 (d) 5. / 6m)7 i. ir 21. Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. () Provide mechanical ventilation capable of A A mezzanine is an intermediate floor and providing five air changes per hour . not have a floor area exceeding 33 1/3 bathrooms, water closet compartments, laundry percent of the total floor area in the room rooms and similar rooms if required openable below. The mezzanine floor must have a clear windows are not provided. Section 1205 (a). height of 7 feet, above and below, and must have. c'4 ball 1,F.Si'r5 by V. 57is - the long side open to the room below except for i. No habitable room, other than a kitchen, posts and protective walls or railings not /shall be less than 710" in any dimension. exceeding 42" in height. Section 1716. Section 1207 (c). Show that ceiling height for habitable 'rooms is a minimum of 7'6". Section.1207 (a). /Show ceiling height for laundry rooms, hailways, corridors, and bathrooms is a minimum of 710".. Section 1207 (a). 3 3/25/86 The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716. D. ZKITS, STAIJlAYS1 AND R&ThD Floors above the second story shall have fnot less than 2 exits. Section 3303 (a). .2'. Required exit doorways shall be not less /than 36" in width and not less than 618" in height, and shall be capable of opening at least - 90 degrees. Section 3304 (e): Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711. 3/. Show how guardrail connection details are /adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. i. Provide stairway and landing details. 1/Section 3306 (b) & (c). Maximum rise 8" and minimum run is 911. Minimum headroom is' 616".. C. Minimum width is 30". All handrails per Section 3306 (i), shall satisfy the following: ,f. Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 211 in cross-sectional dimension. (co ittahad). 4 3/25/86 3/. Every stairway landing shall have a /dlmension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). X A door may open over a stairway landing. provided the door, in any position, does not reduce the clear area of the landing in the direction of stairway travel, to less than one-half the required width of the stairway. Section 3306 (g). 13V. A door may open inward at the top step of a irway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). () Provide details of winding stairway complying with Section 3306 (d): Minimum tread is6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. ,., / Maximum rise is 8 inches. 7'. Minimum width is 30 inches. 4/ Provide spiral stairway details, per Aaction 3306 (f): Minimum run is 7 1/2 -inches measured at a point 12 inches from where the treads are the narrowest. Maximum rise is 9 1/2 inches. C. Minimum headroom is 6 feet 6 inches. /required Spiral stairways may not beused for exits when the area served is greater than 400 sq. ft. Section 3306 (f). 4/. Spiral stairways must have a clear walking pace of 26 inches between the column and handrail, show dimension. Section 3306 (f). Provide I.C.B.0. Research Report and Number (for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Section 306 (a) 4B and Section 306 (f). 4$ In buildings over 2 stories in height, 4rovide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stairway. An exit balcony with 2 separated stairways is exempt. Section 3306 (1). e. Exterior stairways shall not project into fe 3 foot setback from the property lines. Section 3306 (n). (Z) The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (m). Ji1Z4eP.,7L. K. FAMFIN Specify roof slope. 49'. Roof slope is not adequate for roof type 4pecified. Table 32-B; Section 3203 (h). Specify roof material and application. (Chapter 32. !/. Specify I.C.B.0. or U.L. approval number (for roof materials not covered in U.B.C., e.g., title, etc., Section 107. 5 3/25/86 Xi The maximum slope for a fire retardant lt-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. The minimum slope for a fire retardant )iilt-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. 7/ Specify minimum 1/4 inch per foot roof lope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6, 5/. Show roof drains and overflows. /tection 3207. 5/. Provide skylight details to show compliance A,ith Sections 3401 and 5207 or provide I.C.B.0. approval number. t Plastic skylight must be separated from -h `other by at least '4 feet. Section 5207 (a) 6. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c). onEJ&- F. MASONR! 57 Provide fireplace cänstruction details or 40te construction to be per attached fireplace standard drawing. Chapter 37. 0. Show veneer support and connections in fSeismic Zones 3 and 4, comply with Section 3002, 4, 5, 6, and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2. 13 6/ Show height and construction details of all sonry walls. Chapter 24. Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, äftèr inspection. Section 2414 (a) 8. fri. Show floor and roof connections to masonry. 'walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (d). fe Show a minimum 2" air space and flashing ween planter and building walls. Section 2516 (c) 7. G. GARAM AND CARPOS Xe Garage requires one-hour fire protection on garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). X.17 All elements supporting floor above garage, including walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). Show-1 3/8" solid core self-closing door If or openings between garage and dwelling. Section 503 (d). /9 . Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 6 3/25/86 Openings between carport and residence Irequire self-closing doors and stationary windows. Section 1214. () Show garage framing section, size of header over garage opening,. lateral cross bracing at plate line, method of bracing garage front, and holddowns if required. Chapter 23.1/14 .1e7& PIywa4.. NOTE: Maximum shear panel ratio at height to width is 3.1/2 to 1. Table 25-I. /fl " * Doors may open into the garage only if the oor or landing In the garage is not more than 1/2" lower than the door threshold. Section 3304 (h). Provide an 18" raised platform for any FAU, water heater, or other device in the garage, which may generate a flame or spark, UMC Section 508, UPC Section 1310 (a). H. YEXJNDATION )WOUXIENMITS Per soils report, note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). r'AiT. The foundation plan does not comply with /the soil report recommendation for this project. Please review the report and modify design, notes and details as. required to show compliance. ii—sting the the soils report recommendations for foundations,. slab and building pad preparation. The soils report recommends excavations be /reviewed by soils engineer. 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, formings and reinforcements comply with the soils report and approved plan". Show height of all foundation walls. Chapter 23. ji. Show height of retained earth on all ffoundation walls. Chapter 23. ). If cut or fill slopes exist, show distance /of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. f. Note on plans that wood shall be 6" minimum above finish grade. Section 2516.(c) 7. 91. Note on plans that surface water will drain /away from building and show drainage pattern and key elevations. Section 2905 (f). /_ Dimension foundation per U.B.C. Table 29A: Floors Sunnorted* Stemwall Width Depth 1 6" 12" 12" 2 all 15" 18" 3 10" 18" 24" *Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. 7 3/25/86 E84 Show foundation sills to be pressure treated, or equal. Section 2516 (c)'3. Show foundation bolt size and spacing. ection 2907 (e). Specify size, I.C.B.0. number and manufacturer of-power driven pins. Show edge and end distance and spacing.. Section 306 (f). X• If required by structural calculations, fshow size, inbednient and location of hold down anchors on foundation plan. Section 2312 (f). () If hold downs are required by calculations, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. Show adequate footings under all bearing walls and shear walls. Section 2907 (b). (- ca.. ?%a f Show on the elevations, stepped footings or. slopes steeper than 1:10. Section 2907 (c). Show minimum 18" clearance from grade to /'bottom of- floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). 71. Show pier size, spacing and depth into /ufldisturbed soil. Table 29-A. Show minimum underfloor access of 18" x '24". Section 2516 (c). Show minimum underfloor ventilation equal - /to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c). 9/. Specify that posts embedded in concrete ,4ha11 be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). r]14. Show 1/2" minimum clearance between top late of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). - I. FRAMING Show wall bracing. Every exterior wood /stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. 9)1. Note cross bridging or blocking. Floor /joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Sec. 2506 (g). i. Show blocking at ends and at supports of /floor joists, and for rafters at exterior walls. Section 2517 (d) 3. Show solid blocking at ridge line and at /exterior walls on trussed roofs. Section 2506 (g), Section 2517 (h). 4. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. • Section 2517 (d) 5. Bearing partitions, perpendicular to 4 oists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517(d) 5. l. Show rafter ties. Rafter ties shall be paced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. 6. Show rafter purlin braces to be not less /than 45 degrees to the horizontal. Section 2517 (h) 5. 8 3/25/86 Show double top plate with minimum 48" lap splice. Section 2517 (g) 2. 06 Show nailing will be in compliance with Table 25-Q. - j). Show or note fire stops at the following locations per Section 2516 (f): in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; C. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. (J. Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 101; Non-bearing: 2 x 4 max. 141, 2 x 6 max. 201. Table 25-R-3. .L,Vni< r,n- 0,PPr7 tr9t.. /7 , 199'. Studs supporting two floors, a roof and eiling must be 3 x4or 2 x6 at 16" o.c. Table 25-R-3. lIØ' Note an A.I.T.C. Certificate of Compliance f glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). Detail all post to beam and post to toting connections and reference the detail to the plan. Section 2516 (in). ic- Detail shear transfer connections, luding roof and floor diaphragms, to shear walls. Section 2513. 1). Specify nail size and spacing for all frear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, 3, IC) and Section 4713 (d). 4 A Show 3" x 4" or 2" x 6" studs in first y of three story building. Table 25-R-3. Provide truss details and truss ulations for this project. 6. Provide roof framing plan and floor framing plan. Section 302 (a) 7. Provide framing sections through Section 320 (a) 7. 1). Specify all header sizes for opening over wide. Section 2517 (g) 5. el. Provide calculations for main vertical and orizontal framing members and post footings. Section 302 (a) 7. 171. Show on the plans all structural t'equirements developed in the structural calculations.. ;#Monry Columns and posts located on concrete or floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Jr 134'. j Individual concrete or masonry piers shall ect at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. 6J. Show location of attic access with minimum size 22" x 30". Section 3205. 315. Show draft separation for attic areas /between units in a duplex. Section 2516 (f). l7. Wood stud bearing walls, with studs at 24" .c.,require3ea. 2x4or2 ea. 2x6or2 'ea. 3 x. 4. top plates if supporting either floor members or roof trusses that are spaced more than 16" o.c. and do not bear within 5" of the supporting stud. Section 2517 (g) 2. Specify plywood grade and panel ,(dentification index. Table 25-N. .131. When roof pitch is less than 3:12, design Aidge as a beam. Section 2517 (h). 1)4. If foundation cripple wall studs are less ,fhan 14" framing shall be solid blocking. Section 2517 (g) 4. Provide calculations for lateral loads, Ahear panels, shear transfer and related. Section 302 (9) 7. 5k t) iek L,t 7.icfl. .5i.r.W z ih,, ,,eh r'1 i... it. 7?i.oi Ij4g, k. 5 T. (5I1tT. L) 9 c0..J7u4'd -..- 3/25/86 IL . Cripple wall studs exceeding 4 feet in aeight shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2-stories. Section 2517 (g) 4. 13,X. Show plywood sheathing over exposed eaves, other weather exposed areas, is exterior grade. Section 2516 (g) 3. (J. Show a weep screed at the foundation plate line on all exterior and stud walls to be stuccoed. Section 4706 (e). J.. Show corridor width to be minimum 36". tion 3305 (b). Specify truss layout for 30" x 30" attic /access. 13/. Ridges, hips, and valleys shall be at (east one size larger than supported rafters. section 2517 (h) 3. tie16. In open beam construction, provide strap s across the beams at the ridge support. Section 2501 (b). J. NANICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. L71. Show the size, location and type of all ,1eating and cooling appliances or systems. S. Show source of combustion air to furnace, /per Chapter 6, UMC. 1)4'. Every dwelling unit shall be provided with eating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Section 1211. ij4'. Show minimum 30" deep unobstructed working 4pace in front of furnace. Section 505, UMC. 1)1'. Note on plans, clearances to be per ,fianufacturer's listing. Section 504, UMC. 34. Furnace shall not be installed under any stairway. Section 704, UMC. Yi4. Furnace shall not be installed in any 6edroom, bathroom or in a closet or confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section 704, UMC. 7 4- ShowI.C.B.0. approval number for prefab place. !5(. Show access to the attic or underfloor rnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. 1. Note that passageway to the attic furnaôe áall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. Show permanent electrical outlet and 'lighting fixture controlled by a switch for the attic furnace. Section 708, UMC. 13,1. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. Note on plan: Gas vents and noncombustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (a) 6. t.uirI& tes are n,,-r sJ..,i,. o,i 1/r. pIais(p*o /4v7 raite4..) ,,#i1 1.,c/ 10 3/25/86 K.. IMMICAL (NATIONAL ZZ=CAL CODE) All wiring shall comply with the National Electrical Code. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. /eceptatowles. location of all electrical 63. Electrical receptacle locations and/or spacing is not adequate in 5b.' m '/ blp-, p,T/,T 4 3are/ hc'J5e f!)4 I $'. Show at least one convenience outlet other than outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52. iyi. Note convenience outlets in bathrooms, /utdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC, Art. 210-8. l). Note electrical system ground to be 1rovided per NEC, Art. 250-81. L. PUPffiINO (wuimeI PU!BINO CODE) lv'. Show water heater size, type and location jh plans. UPC, Section 1310. 1)1. Show source for providing combustion air Lo fuel burning water heater. If wall opening in an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307. 11 3/25/86 Fuel combustion water heater shall not be X tailed in bath or bedroom or in a closet opening into bath or bedroom. - UPC, Section 1309. 59 Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. Show T and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e). 9CO, Provide dryer vent to outside. Section 1903. (J. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. ;~ile*and Shower stall shall accommodate a 30" have a minimum floor area of 1,021e sq. in. UPC, 909 (d). N. NOISE INSULATION (1XJPLNS) Yil Show details of duplex comeon (party) s and floor/ceiling assemblies to achieve a Sund Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. tip . Show how penetrations of assemblies for ing, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. Provide insulation in walls and ceiling to 46, eve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25. State regulations (California Admin. Code) require that the design satisy one of the attached alternative energy packages or submit calculations. The law also requires that many mandatory conservation items be satisfied. 1,6(. Show on the Title Sheet of the plans, the 4equired elements of the alternative energy package that was selected, and next to each element show how you are complying with each element. If calculations were used, provide similar data on the plans. 1 . The plan sheet showing the required /lements of the selected energy package, and listing the design elements showing compliance with that selected package, must be signed by either the owner or a licensed professional i.e., architect, engineer or contractor. A design professional must note his/her state license number. Section 1403 of Title 20. 1 Show on the plans the "R" value for the s, floors, ceiling and related areas. l). Show double glazing as. per Energy Design, 6n Glazing Schedule. lL. Show on the :Plan how shading requirements áe satisfied. iijI. The plans are not in compliance with the lergy conservation compliance package selected' or design calculations provided. Show on plans conformance as follows: 4. Specify on the building plans all of the andatory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". f Show the size, type, make, model and on of the space heating (or cooling) system and provide heat loss calculations if the output BTU/Hr. exceeds 45,000. 0. CARLSBAD S.F.D. & DUPLEXSBPPL(X 1j4. Energy conservation design should be f or done 7 • See attached energy packages. 1). Floor drains must have auto-prime city policy). j). Note exhaust fans cannot be ductless type (city policy). New residential units must be pre-plumbed for future solar water beating. Note"two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). i4'. Note "two 3/4" copper pipes must be ,fnstalled to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy).. I Incorporate the waterproofing details, on he -attached Policy 80-8, where interior living space occurs below grade at the masonry wall(s). 12 3/25/86 Date i_7—i —S'7 CITY OF CARLSBAD Prepared byi Bldg. Dept. VALUATION AND PLAN CHECK FEE —sgi1 PLAN CHECK NO. _C6..f7-33ri1' BUILDING ADDRESS - 67. APPLICANT/CONTACT 1_"Ieud e Pheo,d:. PHONE NO. -7-1 4Lg7 BUILDING OCCUPANCY #s It-I, DESIGNER PHONE - TYPE OF CONSTRUCTION CONTRACTOR .PHONE___________ BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE i'191 t __ 7'n1c '_P 23?' Air Conditioning Commercial Residential Res. or Comm. Fire Srinklers Total Value Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1) 0 Handicapped Regulations (Fee x 1.065) Building Permit Fee $ Plan Check Fee do- COMMENTS: 8/4/82 ENGINEERING CHECKLIST . Date: 7-2-87 in Plan Check No. Project Address: 6-r3n.s & Project Name: fff,*qi Field Check Date: By: -C LEGAL REQUIREMENTS > Site Plan LEGEND Item Complete Item Incomplete - Needs Your Action 1,2,3 Number in circle indicate plancheck number that deficiency was identified Provide a fully dimensioned site plan drawn to scale. m Show: North arrow, property lines, easements, existing and ro ose cure i streets, ingstreet improve ci ments rigFit-of-way wiynd dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and 6'anage patte. ifto O 3. Provide legal description of property. E 4. Provide assessor's parcel number. PERMITS REQUIRED Grading S. Grading permit required. 6. Grading plans in plan check PE 2.8563 7. Need the following completed prior to building permit issuance: Grading plans signed. Grading permit issued. Grading completed. Certification letter and compaction reports submitted. Grading inspected and permit signed off by City inspector. 8. Right-of-Way Permit required for work in public right-of-way (e.g., driveway approach, sidewalk, connection, to water main, etc). 9. Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. FEES REQUIRED Park-in-Lieu f?es required. Quadrant: , Fee Per Unit:' Total Fee:_____ 0 Traffic impact fe required. Fee Per Unit: ___, Total Fee: El Bridge and Thoroughfare fee required. Fee Per Unit: - , Total Fee: - 0 Lu 0 Public facilities fee required. O 0 Facilities fee Fee:__________ management required. 0 0 Additional EDU's required: J.O Sewer connection fee:IoQp Sewer permit no. 0 0 Sewer lateral required: Avg Ub. 233 0. K. to i - Date: 0196 If you have any questions about' any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. a) Q) a) - - - (5 (5 (5 V0 PLANNING CHECKLIST a) C) a) > > > G) a) a) Plan Check No. -335 Address Ji Type of Project and Use 5FD Zone R I Use Allowed? YES )( NO Setback: Front O)< Side Ql< Rear CK School District: San Dieguito Encinitas Carlsbad San Marcos E2IjI 0 Discretionary Action Required YES NO Type Y8(-Sb El fl Environmental Required YES NO . fl Landscape Plan Required YES NO Comments 0 Coastal Permit Required YES NO 0 fl 0 Additional Comments OK TO IS DATE 7-2 -7 EOMPACTION LABS, INCA O1LTE8TNQ £ INSPECTION SERVICES July 9, 1987 I) 47 Project No. CL-1405 1 A,1' •' Mike O°Garra 3229 Valley Street Carlsbad, CA 92008 Subject: Report of Certification of Compacted Fill Ground Carlsbad Tract No. .81-50, PUD-37 Valley Street Carlsbad, CAlifornia Dear Mr. O'Garra, In response to your request, the following report has been prepared to indicate results of soil test s observations, and inspection of earth-work construction at the subject site. Testing and inspection was performed between July 1 and 6, 1987. Briefly, our findings reveal filled ground has been compacted to a minimum of ninety percent. Therefore, we recommend construction continue as scheduled. SCOPE: Our firm was retained to observe grading operations with regard to current standard practices and to determine the degree of compaction of placed fill. Grading plans were prepared by Joseph K. Lukowski. Grading operations were performed, by Ray Carlin of Alpine, California. 733T Post Office Box 271338, Escondido, CA 92027 ° (619) 7415289 MPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES Reference is made to our previously submitted reports entitled "Preliminary Soils Investigation" dated September 23, 1985 and May 6, 1987. Approximate locations and depth of filled ground and extent of earth-work construction covered in this report are indicated on attached Plate No. 1 entitled "Test Location Sketch." Grading operations were performed in remove and recompact loose native and/or fill soils and to create seven level building pads to accommodate the proposed subdivision. The site was graded in accordance with recommendations set forth in our previously submitted report and conforms to project plans. LABORATORY TESTING: Representative soils samples were collected and returned to the laboratory for testing. Optimum moisture-maximum density tests were performed in accordance with ASTM D-1557 and are tabulated on attached Plate No. 2, entitled "Tabulation of Test Results." SOIL CONDITIONS: Native soils encountered were silty-sands. Fill soils were imported and generated from the on-site excavation. The subdivision contains areas with transition from cut to fill. However, the proposed building areas are all cut or all fill, as tabulated on Plate No. 3. Therefore, no consideration need be given this characteristic. Expansive soils were observed during grading. However, they were placed in deeper fills or blended with non-expansive soil. It is our opinion expansive soils lay in a. non-detrimental condition and conventional construction may be utilized. Fill soils were placed, watered, and compacted in six inch lifts. Prior to earth-work construction, areas where fill was placed., were scarafied, watered, and compacted to a minimum of ninety percent. To determine the degree of compaction field density tests were performed in accordance with ASTM D-1556 or D-2922 at the locations designated on attached Plate No. 1. A tabulation of test results and their vertical locations are presented on attached Plate No. 2. During grading operations, all fill soils found to have a relative compaction of less than ninety percent were reworked until the proper compaction was achieved. OMPACTION LABS, INC. OIL TESTING & INSPECTION SERVICES RECOMMENDATIONS AND CONCLUSIONS': Continuous inspection was not requested to verify fill soils were placed in accordance with current standard practices regarding grading operations and earth-work construction. Therefore, as economically feasible as possible, part time inspeôtion was provided. Hence, the following recommendations are based on the assumption that all areas tested are representative of the entire project. Compacted fill and natural ground have adequate strength to safely support the proposed loads. Slopes are stable as constructed with relation to deep seated failure; provided they are properly maintained. Slopes should be planted within 30 days of this report date, with a light groundcover (no iceplant) indigenous to the area. This will reduce the probability of failure as a result of erosion. Temporary slopes, to be retained and/or completed at a later date, Should be considered unstable and may prove to be a detrimental condition. Continuous footings having a minimum width of 12 inches and founded a minimum of 12 and 18 inches below lowest adjacent grade for one and two story, respectively, will have an estimated allowable bearing value of 2500 pounds per square foot. Footings located on or adjacent to slopes should be founded at a depth such that the horizontal distance from the bottom outside face of footing to the face of the slope is a minimum of eight feet. All continuous footings should be reinforced with a minimum of one #4 bar top and bottom. Completion of grading operations were left at rough grade. We, therefore, recommend a landscape architect be contacted to provide finish grade and drainage recommendations. Prior to pouring of concrete, Compaction Labs, Inc., should be contacted to inspect foundation recommendations for compliance to those setforth. During placement of concrete, Compaction Labs, Inc., and/or a qualified concrete inspector should be present to document construction of foundations. >'OMPACTION LABS, INC. ,OIL TESTING & INSPECTION SERVICES UNCERTAINTY AND LIMITATIONS: It is. the responsibility of the owner and/or his representative to carry out recommendations set forth in this report. -San Diego County is located in a high risk area with regard to earthquake. Earthquake resistant projects are economically unfeasible. Therefore, damage as a result of earthquake is probable, and we assume no liability. We assume the onsite safety of our personnel only. We cannot assume liability of personnel other than our own. It is the responsibility of the owner and contractor to insure construction operations are conducted in •a safe manner and in conformance with regulations goverened by CAL-OSHA and/or local agencies. If you have any questions, please do not hesitate to contact us. The opportunity of working with you is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. aL.L .j- Alan H. Sarg'?t, President AHS/pjr cc: (3) submitted Dale R. Regli, RCE 19393 PROJECT No. CL-1405 PLATE No. 1 COMPACTION LABS SOIL TESTING 031 .38 •5'4 '((a 10 LOT .2. EPoT cWtED LOT 67 'S \ /9 LOT 5' /z. , ' ( L07 b\ \.• \ \. ..\ •\ .7, \ V L 0 14 1 -• LO LA116tO OMPACTION LABS, INC. OIL TESTING & INSPECTION SERVICES CARLSBAD TRACT NO. 81-50 PUD-37 Lot No. 1 Fill 2 Fill 3 Cut 4 Cut 5 Fill 6, Fill 7 Fill Project No. CL-1405'.Plate No. 3 IMPACTION LABS, INC. IC TESTING & INSPECTION SERVICES TABULATION OF TEST RESULTS (U .Q. 4,1 £O 0.0 0-4 N41 .44J(U il ti 32 7/01/87 See Plate 153.5 33 'S No. 1 155.5 34 of " 155.5 35 " 'S 154.5 36 'S 'S 155.5 37 'S " 156.5 38 7/02/87 'S 157.5 39 'S " 156.5 40 " 157.5 41 7/06/87 'S 158.5FG 42 'S. " 158.5FG 43 'S 'S 159.OFG 44 'S 'S 159 OFG 45 " " 159 0F 46 'S " 158.5FG 47 'S 'S 158.OFG 4' 4' • 0 -'.4 V4J4 4' r-1k . 11.7 113.7 I 86.1* 7.7 118.6 I 89.8* 4.8 126.3 I 957* 9.7 118.9 I 90.0 14.4 120.8. I 91.5 11.6 120.2 I 91.1 9.0 119.3 I 90.3 10.8 119.5 I 90.5 11.6 121.2 I 91.8 7.0 121.4 V 97.2 6.4 120.9 V 96.9 6.2 119.0 V 95.3 3.7 115.1 I 87.2* 6.4 120.0 V 9.6.1 12.5 120.3 I 91.1 11.8 122.0 I 92.4 Remarks: Test No.'s 32, 33, 34 and 44, undisturbed native soils, 85% minimum required. Optinium Moisture, Maximum Density Maximum Optimum Dry Density Moisture Soil Description Type (lb/cu.ft) (% dry wt.) Brown Silty-Sand . I 132.0 9.0 Gray-Brown Fine Silty-Sand II 119.7 13.3. Orange-Brown Sandy-Clay III 122.2 13.2 Brown Sandy-Clay IV 114.0 17.5 Red/Orange Silty-Sand V 124.8 9.0 Project No. CL-1405 Plate No. 2 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES PRELIMINARY SOILS INVESTIGATION for Proposed Single Family Dwellings Carlsbad Tract No. 81-50/PUO-37 Valley Street Carlsbad, California Prepared for MIKE O'GARA 3229 Valley Street Carlsbad, CA. 92116 September 23, 1985 Project No. CL-1405 7895 Convoy Court, Suite 15, San Diego, CA 92111 • (619) 292-0688 • North County (619) 741-5289 COMPACTION LAL J, INC. SOIL TESTING & INSPECTION SERVICES September 23, 1985 Project No. CL-1405 Mike O'Gara 3229 Valley Street Carlsbad, CA. 92008 Subject: Proposed Single Family Dwellings Carlsbad Tract No. 81-50/PUC-37 Valley Street Carlsbad, California Gentlemen: Per your request, we have performed a preliminary soils investi- gation for the subject project. The purpose of our investigation was t evaluate the suitability of the site for the proposed development and make recommendations with regard to site grading and foundation design. Briefly, the investigation reveals favorable soil conditions and in our opinion the site is suitable for the proposed development, provided recommendations set forth in the attached report are adheared to. If you have any question, please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. 44 /4/ Dale R. Regli, RCE 19393 DRR/pjr cc: (3) submitted - I 7895 Convoy Court, Suite 15, San Diego, CA 92111 • (619) 292-0688 • North County (619) 741-5289 COMPACTION LAr , INC. SOIL TESTING & INSPECTION SERVICES - TABLE OF CONTENTS 1. Purpose and Scope 2. Location and Description of Site 3. Field Investigation 4. Soil Conditions 5. Laboratory Testing 6. Recommendations and Conclusions Grading. Foundations Recommended Paving Section Review of Grading Plan 7. Uncertainty & Limitations Page I .1 I 2 2 2 5 APPENDIX Appendix "A" - Exploration Legend and Unified Soil Classification Chart Plate No. 1 Test Pit Location Plan Plate No. 2 - 7 Exploration Log Plate No. 8 Tabulation of Test Results Appendix "B" - Recommended Grading Specifications COMPACTION LAf ), INC. SOIL TESTING & INSPECTION SERVICES Page 1 1. PURPOSE & SCOPE The purpose of the investigation was to determine if the site is suitable for the proposed single family dwellings. The scope of the investigation was to: Determine the physical properties and engineering characteristicsof the surface and subsurface soils. Provide design information with regard to grading, site preparation, and foundation design of the pro- posed structures. 2. LOCATION AND DESCRIPTION OF SITE The site is located at 3229 Valley Street, Carlsbad, California. The 2 acre, "L" shapped property, borders vacant lots to the north and west, existing single family dwellings to the south and Valley Street and additional family dwellings to the east. The topography of the lot slopes gently downhill from east to west with an overall difference in elevation of approximately ten feet. The site is presently occupied with a single-story residence, and detached garage. An existing leach field is located west of the house and will require removal at the time of grading. The residence is landscaped with hedges, small to large trees, native grasses and is encompassed by fences. Vegetation on the remaining portions of the property consist of a few small trees and native grasses. However, these grasses have been recently disked under to avoid fire hazard. On the southeast corner of the site (area of proposed lots 3 and 4) stockpiled fill soils were observed. These soils may be blended with on-site native soils and utilized during earthwork construction. It is our understanding that lot number 1 through 7 will be occupied with newly constructed single family dwellings and lot number 8 is to receive an existing single family dwelling which Is to be moved on-site upon completion of grading. 3. FIELD INVESTIGATION The field investigation was performed on September 10, 1985, and Included an inspection of the site and the excavation of six exploratory trenches, with a back hoe to depths of ten feet. Location of test pits are shown on attached Plate No. 1, entitled "Test Pit Location Plan." As excavation proceeded representative bulk samples were collected. In place natural densities and moisture content were COMPACTION LA: 3,INC. SOIL TESTING & INSPECTION SERVICES Page 2 determined at different depths in the excavations and are included in Plate No.'s 2 - 7. SOIL CONDITIONS Loose surficial soils (silty-sands.) consisting of plowed ground were found to average two feet in depth throughout the site. Underlying soils to depths of ten feet were dense Silty-sands and stiff sandy clays and clays. Expansive soils (sandy clays and clays) were observed in test pit number 2 and 6 (proposed Lots 1 and 7) and will require special recomendations and construction details if selective grading is not employed. Soils encountered in test pit numbers 1, 3, 4, and 5, consisted of silty-sands and were found to be non-expansive (less than 3 percent swell). Groundwater was not encountered, nor did caving occur in any of our exploratory trenches. LABORATORY SOIL TESTING All laboratory tests were performed on typical soils in accordance with accepted test methods of the American Society for Testing and Materials (ASTM). Tests conducted include: Maximum Density & Optimum Moisture Direct Shear (Remold) Sieve Analysis Field Density & Moisture Expansion Potential (conducted in accordance with requirements of the City of San Diego Test for Expansive Soils.) Test results are tabulated on the attached Plate No.'s 2 through 8 entitled "Exploration Log & Tabulation of Test Results." RECOMMENDATIONS & CONCLUSIONS General The site is suitable for the proposed single family dwellings. Recommendations contained in this report should be incorporated In the planning, design and construction phase of the subject project. 6A. Grading Subsequent to site demolition and removal of the existing structures, loose surficial top soils, as indicated on attached COMPACTION LA 39 INC. SOIL TESTING & INSPECTION SERVICES Page 3 Plate Numbers 2 through 7, should be removed and recompacted in accordance with attached Appendix 'B' entitled "Recommended Grading Specifications." Loose native soils may be determined as those having an insitu density of less than 85 percent of maximum density. Leach lines located west of the existing house should be removed and their excavations recompacted in accordance with atached Appendix 181. If encountered, leach lines and/or pipes should be removed. Concrete pipes may be crushed in-place. Trench lines should be recompacted in accordance with Appendix 'B'. 68. Foundations General If on-site expansive soils (such as those encountered in test No.'s 2 and 6) exist within 24 inches of finish grade upon completion of grading, the following foundation recommentdations will be required to reduce structural damage occuring from excessive subgrade movement. For one and two story construction: Continuous footings having a minimum width of 12 inches and founded a minimum of 18 inches below lowest adjacent grade will have an allowable soils bearing pressure of 1200 pounds per square foot. All continuous footings are to be founded a minimum of 18 inches below lowest adjacent grade and reinforced with one No. 4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and one inch below top of footing. Interior slabs should be 4 inches thick, reinforced with 10/10, 6 x 6 welded wire mesh, and underlain with a 4 inch base consisting of sand or crushed rock. Sand should be tested in accordance with ASTM 0-2419 to Insure a minimum sand equivalent of 30. Slab reinforcing should be extended through joints and provide a tension tie with perimeter footings. If this method proves impractical during construction, an alternative method may be employed. This method consists of No. 3 bars, 30 inches on center, extending 30 bar diameters into both slab and foundation. Clayey soils should not be allowed to dry prior to placing concrete. They should be watered to insure they are kept in a very moist condition or at a moisture content exceeding optimum moisture content by a minimum of 3 percent. COMPACTION LA. 3, INC. SOIL TESTING & INSPECTION SERVICES Page 4 68(2) Foundations (Alternative) General In the event that selective grading is employed to insure that clayey soils are placed a minimum of 24 inches below finish grade, conventional foundations may be utilized. Furthermore, if grading is performed as planned, we anticipate the majority of the proposed single family dwellings will be founded in on-site n.on-expansive soils. For one story construction: Continuous footings founded tf n 24 inches soil having a minimum width 12 inches depth of 12 inches below lowest adjacent allowable soil bearing pressure of 2500 of on-site non-expansive and founded a minimum grade will have an pounds per square foot. For two story construction: Continuous footings founded in 24 inches of on-site non-expansive soil having a minimum width of 12 inches and founded a minimum depth ' .of 18 inches below lowest adjacent grade will have an allowable soil bearing pressure 0t3000 pounds per square foot. All continuous footings are to be reinforced with one #4 bar top and bottom. Steel should be positioned 3 inches above bottom of footing and 3 inches below top of footing. Interior slabs should be a minimum of 4 inches in thickness. 6C. Recommended Paving Section Structural sections for asphaltic paving for the proposed roads and streets are based on an estimated subgrade 'R' value of 20. The following section is provided for bid purposes only. Actual sections should be determined subsequent to completion of grading operations. Proposed St. James Ct. Assumed Traffic Index = 4i. Cr81-S) 2 inches of asphaltic paving 8 inches of select base coui 7'Q 6 inches of recompacted nati Proposed St. James Drive Assumed Traffic Index = 5.5 3 inches of asphaltic paving on 10 inches of select base course on 6 inches of recompacted native subgra.de. All materials and construction for asphaltic paving and base should conform to the Standard Specifications of the State of COMPACTION LAI 3, INC. SOIL TESTING & INSPECTION SERVICES Page 5 California Business and Transportation Agency, Department of Transportation, Section 39 and 26, respectively. Class III decomposed granite, if used, should have a minimum 'R' value of 70 and SE of 30. All materials should be compacted to a minimum of 95%. - 60. Review of Grading Plan Preliminary grading plans used during our investigation were prepared by Joseph Lukowski. If approved plans differ from preliminary plans we would like to review them to assure compliance with recommendations presented in this report. 7. UNCERTAINTY AND LIMITATIONS Surface and subsurface soils are assumed to be uniform. Therefore, should soils encountered during construction differ from those presented in this report, we should be contacted to provide their engineering properties. It is the responsibility of. the owner and contractor to carry out recommendations set forth in this report. During our investigation of the subject site, evidence of faulting was not encountered. Subsequent to review of available geologic literature, we feel any faulting in the vicinity of the site may be classified as inactive. However, it should be noted that San Diego County is located in a high seismic area with regard to earthquake. Earthquake proof projects are economically unfeasible. Therefore, damage as a result of earthquake is probable, and we assume no liability. We assume the onsite safety of our personnel only. We cannot assume liability of personnel other than our own. It is the responsibility of the owner and contractor to insure construction operations are conducted in a safe manor and in conformance with regulations governed by CAL-OSHA and/or local agencies. If you have any questions, please do not hesitate to contact us. This opportunity to be of service is sincerely appreciated. Respectfully submitted, COMPACTION LABS, INC. Dale R. Regli, RCE 19393 RKA/pjr cc: (3) submitted COMPACTION LABS SOIL TESTING 7' TET 2\T / L. OT H 3 /•.'.'/' I' \ LOT , 7 ) L ' 00, N 0 7 LOT 7\07 4 0 "0 TEST PIT LOCATION SKETCH \ PROJECT No. CL-1405 \ PLATE No 1 / OMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LEGEND UI4XVIED SOIl. CLASSIFICATION CHART SOIL DESCRIPTION GROUP SYMBOL I. COARSE GRAINED. More than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS cm More than half of coarse fraction is larger than No. 4 GP sieve size but smaller than 3. GRAVELS WITH FINES GM (Appreciable amount of fines) GC SANDS CLEAN SANDS SW More than half of coarse fraction is SP smaller than No. 4 sieve size. SANDS WITH FINES SM (Appreciable amount of fines) SC TYPICAL NAMES Well graded gravels, gr4vq1 sand mixtures, little or no fines. Poorly graded gravels, gravel sand mixtures, little or no fines.. Silty gravels, poorly graded gravel-sand-silt mixtures. Clayey gravels, poorly graded gravel-sand, clay mixtures. Well graded sand.gray.Lly sands, little or no fine.. Poorly graded sands,gravelly sands, little or no fines. Silty sand., poorly graded sand and silt mixtures. Clayey sands, poorly graded sand and clay mixtures. 11. FINE GRAINED. More than half of material is smaller than No. 200 sieve size. SILTS AND CLAYS MI. Inorganic silts arid very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plast- icity Inorganic clays of low to medium plasticity, gravelly clay., sandy clays,si]ty clays, lean clays. Organic silts and organic silty clays of low plasticity Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Inorganic clays of high plasticity, fat clays. Organic clays of medium to high plasticity. Peat and ether highly organic soils. Liquid Limit CL less than SO OL SILTS AND CLAYS Liquid Limit CH greater than 50 ON 'HIGHLY ORGANIC SOILS PT * - Water level at time of excavation or as indicated US - Undisturbed, driven ring sample or tube sample CK - Undisturbed chunk sample BG Bulk sample APPENDIX 'A' COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG 3229 Valley Street PROJECT NAME ________ e ELEVATION Exsisting Grad DATE LOGGED September 10,1985 TEST PIT NO. ONE - 0 41 CL _ CL U DESCRIPTION & REMARKS 41 U C 4.' 4141 E ))4.' 41 1A — E cm 00 - 0— ca z cj O (fl (/1 - 1 BG 104.3 3.1 35.2 1 - SM Brown, Dry, Loose, SILTY-SAND Ground) (Plowed und) 2 BG 121.7 8.3 41.4 2 — ____ Orange, Moist, Dense, SILTY-SAND 3 - (Firm Native at 2') 4 SM 5 6 7 8 BG SM Tan-Red, Humid, Dense, SILTY-SAN* 10 - Bottom Of Test Pit Number One CL-1405 Two PROJECT NO. PLATE NO. COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,1985 ___ ELEVATION Exsisting_Grade TEST PIT NO. TWO C 0 41 F11 _ C 41 U DESCRIPTION & REMARKS 41 4- 4- 41 Oft . ui e. C 1)> 4141 0.9- — E .. 00 fl 41 E— C LI C6 CA CA - Ln LI Grey-Brown, Humid, Loose, SILTY- SM SAND (Plowed Ground) SM Brown, Dry, Loose, SILTY-SAND BG 93.5 4.0 1.5 2 (Plowed Ground) Orange-Brown, Humid, Stiff BG 52.4 3 • - SANDY-CLAY (Firm Native at 2') 4 CK 119.1 6.0 4 CL 5 - Bottom of Test Pit Number Two - PROJECT NO. CL-1405 PLATE NO. Three COMPACTION LABS SOIL TESTINC & INSPECTION SERVICES EXPLORATION LOG 3229 Valley Street DATE LOGGED September lO,l PROJECT NAME __ ELEVATION Exsisting Grade - TEST PIT NO. - THREE 0 . T'94 - 0 0 0. 41 U DESCRIPTION & REMARKS 41 U, 41 L..J cm 4. 0. Q u C 41 4141 41 4A E E- 0 0 00 Z U 0. iø.i- VV1V) - LI TBGBG F - 32.6 0-1 SM Grey-Brown, Dry, Loose, , SILTY-SAND (Plowed Ground) BG 119.5 3.5 1.5 2 - SM Brown, Dry, Dense, SILTY-SAND (Firm Native at 1.5') 3 SM Orange, Humid, Dense 4 - SILTY-SAND CK 118.8 5.0 5 - BG 23.4 7 SM Tan-Red, Dry, Dense, - SILTY-SAND - Bottom Of Test Pit Number Three CL-1405 Four PROJECT NO. PLATE NO. COMPACTION LABS SOIL TESTINC & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,19 ELEVATION Exsisting Grade TEST PIT NO. FOUR C 0 0.cm . _ 0 CL 0 U DESCRIPTION & REMARKS "I 0—P. w II4- I. J 0'• C Iwo '4- E 0 >CL 0 00 E '- '- 0z W CL.fl C..1 - V) Cj SM Grey-Brown, Dry, Loose, SILTY-SAND (Plowed Ground) SM Brown, Dry, Loose, SILTY-SAND (Plowed Ground) 2 BG 118.6 2.7 35.8 2 — SM Brown,. Dry, Dense, SILTY-SAND 1.(Firm Native at 21 ) 3 BG 39.1 3 — SM Orange, Dry, Dense, SILTY-SAND 4 — 5 — 6 7 — 8 BG 8 SM Tan-Red, Moist, Medium-Dense 9 SILTY-SAND _________________ - Bottom of Test Pit Number Four PROJECT NO. CL-1405 PLATE NO. FIVE COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG 3229 Valley Street PROJECT NAME - DATE LOGGED September 10,19 ELEVATION Exsisting Grade TEST PIT NO. FIVE 0 41 0 .- 41 41 .•>, c..J 0. 4, u DESCRIPTION & REMARKS 41 41 1. 4141 CL CL 4- CL 41 E . Or- £ c.. CL. Grey-Brown, Dry, Loose SILTY-SAND (Plowed Ground) - SM 2 - SM Brown, Humid, Dense, SILTY-SAND (Firm Native at 1.5') 3 SM Orange, Moist, Dense, - SILTY-SAND 4 - _5 __• __ - __ ___ ___ Bottom Of Test Pit Number Five - PROJECT NO. CL-1405 PLATE NO. Six COMPACTION LABS SOIL TESTING & INSPECTION SERVICES EXPLORATION LOG PROJECT NAME 3229 Valley Street DATE LOGGED September 10,198 ELEVATION Exsistirig Grade TEST PIT NO. SIX C 0 4., 41 _ 41 3. 41 U DESCRIPTION & REMARKS 9- 41 41 C9- 3 4141 1A 41 ' 41 CL FA E 00 E 0 0 X W CL. vi vi vi SM Grey-Brown, Dry, Loose, SILTY-SAND (Plowed Ground) Brown, Moist, Soft, CLAY (Becomes Stiff at 2') 2 BG 70.0 2 ...CL - 4 - Orange, Moist, Medium-Dense SM SILTY-SAND (Clay Binder) 5 Bottom Of Test Pit Number Six CL-1405 Seven PROJECT NO. PLATE NO. COMPACTION LA, INC. SOIL TESTING & INSPECTION SERVICES TABULATION OF TEST RESULTS OPTIMUM MOISTURE. MAXIMUM DENSITY Soil Description Type Brown Silty-Sand P1-1' Grey-Brown Fine Silty-Sand P2-l' Orange-Brown Sandy-Clay P2-2.5' Brown Sandy-Clay P6-2' Maximum Optimum Dry Density Moisture (lb/cu. ft.) (¼ dry wt.) 132.0 9.0 119.7 13.3 122.2 13.2 114.0 17.5 EXPANSION TEST DATA P2-2.5' Remolded 13.2 P6-2' Remolded 17.7 8.6 11.7 21.7 28.0 109.7 102.5 150.0 150.0 5.6 9.0 Sample No. Condition Initial Moisture (¼) Air Dry Moisture (¼) Final Moisture (¼) Final Dry Density (pcf) Load (psf) Swell (7.) DLR.E.CT SHEAR Sample No. P1-l' P2-2.5' Condition Remolded Remolded Angle of Internal Friction (0) 31 25 Cohesion Intercept (pcf) 300 100 PROJECT NO. CL-1405 PLATE NO. 8 COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES RECOMMENDED GRADING SPECIFICATIONS - (General Provisions) INTENT The intent of these specifications is to provide general pPocedures in accordance with curretn standard practices regarding clearing, compacting natural ground, preparing areas to receive fill, and placing and compacting of fill soil to the lines, grades and slopes delineated on the available plans. Recommendations set forth in the attached preliminary soils investigation report and/or special provisions are a part of the "Recommended Grading Specifications" and shall supersede the provisions contained hereinafter in the case of conflict. INSPECTION & TESTING A qualified soil engineer shall be employed to inspect and test the earthwork in accordance 11th these specifications and the accepted plans. It will be necessary that the soils engineer or his representative be allowed to provide adequate inspection so that he may certify that the work was or was not accomplished as specified or indicated. It shall be the responsibility of the contractor to assist the soil engineer and to keep him appraised of work schedules, changes, new information and dates, and new unforeseen soils conditions so that he may make these certifications. If substandard conditions (questionable soil, poor moisture control, inadequate compaction, adverse weather, etc.) are encountered, the soil engineer will be empowered to either stop construction until the conditions are remedied or recommend rejection of the work. Soil tests used to determine the degree of compaction will be performed in accordance with the following American Society for Testing and Materials test methods: * Maximum Density & Optimum Moisture Content - ASTM 0-1557-701 * Density of Soil In-Place - ASTM 0-1556 or ASTM D-2922 and 3017 APPENDIX 'B' COMPACTION LABS, INC. SOIL TESTING & INSPECTION SERVICES MATERIALS Those soils used as fill will have a minimum of 40 percent passing a #4 sieve. They will be free of vegetable matter or other deleterious substances and contain no rock over six inches in size. Should unsuitable material be encountered, the soil engineer will be contacted to provide recommendations. PLACING AND SPREADING OF FILL The selected fill material shall be placed in layers which when compacted will not exceed 6 inches in thickness. Each layer shall be spread evenly and shall be thoroughly blade mixed during the spreading to insure uniformity of material in each layer. When the moisture content of the fill material is below that recommended by the soil engineer, water shall then be added until the moisture content is as specified to assure thorough bonding during the compacting process. When the moisture content of the fill material is above that recommended by the soil engineer, the fill material shall be aerated by blading or other satisfactory methods until the moisture content is as specified. COMPACTION After each layer has been placed, mixed, and spread evenly, It shall be thoroughly compacted to not less than 90% relative compaction. Compaction shall be by sheepsfoot rollers, multiple-wheel pneumatic tired rollers or other types of rollers. Rolling shall be accomplished while the fill material is at the specified moisture content. Roiling of each layer shall be continuous over its entire area and the roller shall make sufficient trips to insure that the desired density has been obtained. The fill operation shall be continued in six inch compacted layers, or as specified above, until the fill has been brought to the finished slopes and grades shown on the available plans. APPENDIX 'B' COMPACTION LABL INC. SOIL TESTING & INSPECTION SERVICES WALL BACKFILL Backfill soil should consist of non-expansive sand. . Compaction should be achieved with light, hand-held penumatic tampers to avoid over compaction and hence •cause structural damage. Wall backfill should be compacted to a minimum of 90 percent of maximum density. TRENCH BACKFILL All trench backfill located within structural areas should be compacted to a minimum of ninety percent of maximum density. APPENDIX 'B' CERTIFICATION OF COMPLIANCE CITY OF CARLSBAD Plan Check No. ?''33,c' DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS CARLSBAD, CA 92009 (619) 438-1161 This form shall be used to determine the amount of school fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned to the City of Carlsbad Building Department. SCHOOL DISTRICT: ~Carlsbad Unified tOl Pine Avenue Carlsbad, CA 92008 (457-4985) Encinitas Union Elementary 189 Union Street Encinitas, CA 92024 (944-4306) San Marcos Unified 270 West San Marcos Blvd. San Marcos, CA 92069 (744-4776) San Dieguito Union High School 625 North Vulcan Encinitas, CA 92024 (753-6491) Project Applicant: C'/i-'iI)E2 ,f'"-i APN:O-OO_-It Project Address: 'I1j a3 a Ci RESIDENTIAL: SQ. FT. of living area a2, 726 Number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERCIAL/ INDUSTRIAL: SQ. FT. AREA Prepared By I4hL Date C-2L1- V7 FEE CERTIFICATION (To be completed by the School District) Applicant has complied with fee requirement under Government Code 53080 Project is subject to an existing fee agreement Project is exempt from Government Code 53080 Final Map approval and construction started before September 1, 1986. (other school fees paid) Other Residential Fee Levied: based on flt sq. ft.@ SO Comm/Indust Fee Levied: $ based on sq. ft.@ AB 2926 and SB 201 fees are capped at $1.50 per square foot for residential. AB 2926 is capped at $.25 per square foot for commercial/industrial.