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Home My WebLink About2603 HIGHLAND DR; ; 86-111; Permit- . USE BAIL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMrTION WITHIN SHADED AREA AND DECLARATIONS. -' A IflI I A I#Ll 0 rnasr .- ' • . - - ,I 0 I hereby affirm that I am licensed under 'S o provisions of Chapter,9(commenclng with I— section 7000) of DIvision 3 of the Business $ and Professions Code, and my license is in I full force and effect. Lic No Class o - 0 I hereby attirm that I am exempt from the CnIrtrac- for's License Lam to the allowing reason (Sec. 7031.5 j • Business and Professions Code: Any city Or county which re- quires a permit to construct, alter,' improve, demolish, or repair any structure, prior to its issuance also requires the ap- plicant for such permit to tile a signed statement that he is - licensed pursuant to the provisions of the .Cootracioe's . . I. 'License Law (Chapter 9 commencing with Section 7000 at Division 301 the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged exemption'Any - violation 01 Section 7031.5 by an applicant for a permit sub- jects the applicant to a civil penalty 01 not more than tine hun- a " dred dollars ($500). . ElI, as owner of the property, or my employees with wages LL,- as their sole compensation, wilt do the work; and the stroc- lure is not intended or altered lor sale (Sec. 7044, Business .J ,and Professions Code: The Contractor's License Law does. - 5 : - 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 inteod- Ui ed or offered for sale. 'lt however, the building or improve- Z - ment is sold within one year xl completion. the owner-boilder will have the burden of proving that he did not baud or im- 7 0 prone for the purpose of sate). 1• . • ' I. as owner 01 the property, am exclusively contracting - . i licensed contractors In construct the project (Sec. 7044. osiness and 'Professions Code: The Contractor's License Law does not apply loan owner of property who builds or im- contracfor(scpursuantIn theContractor's LicenseZ . proves her~. ,~ anrewhii contracts for each prolects wilh a - 'Luw) - 0 I] As a homeowner lam improving my home, and the follow' 4 ing conditions exist: , 7 1. The work is being performed prior to sale. 2. .1 have lined•• in my home for twelve mooths prior to completion of this work, w -3. I have not claimed this enemptiee during the O last three years. 0 tarn exempt under Sec.' ' .9 & P.C. for this reason :- — 0 -t hereby affirm that I have a certilicale 01 consent to esell-irlsore, or a certificate 01 Workers' Compensation lx- surance,or a certified copy thereat 15cc, 3800. Labor Codel POLICY NO, COMPANY (,1G—I Dcpy is hInd with the city 0 Certified copy is kereby tornistredi' - a o , CERTIFICATE OF EXEMPTION FROM -' 4 ' WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit -' CC - is for one hundred dollars 101001 or less) *14 0 i certify that in the performance at the work for which o this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compen- - salion Laws of California. ' ''a NOTICE TO APPLICANT: .11, alter making this Certificate '1 01 Exemption. you should become subject to the Workers' 'Compensation provisions 01 the Labor Code, you most forthwith comply with such provisions or this permit shall • he deemed revoked, p. • _' ','u .I — - . -- hereby affirm that Ihere. is a construction lending CC ency for the pertormande of the work for which this per.Lu O. mit is issued IS 3097 Civil w Len Nam. "LLender's Address 'øbf 2..S'% - " - DEPARTMENT CARLSBAD BUILDING APPLICATION PERMIT ' Carlsbad, California 92008-1989 (619) 438-5525 u -' - , .108 A DRESS f ' AV, ST. RD. NEAREST GROSS ST,: S ' DATE OF APPLICATION BUSINESS LICENSE 4 VALUATION' '—,PERMIT NUMBER '' 4J-.•' LOT BLOCK 'SUBDIVISION A S A PA CEL 0. -, CONTRACTOR CONTRACTORS PHONE 8 ZONE OWSNAME OWNER'S PHONE PLAN I.D.4 -' •. - BUILDING SO. FOOTAGE - t'S, CONTRACTOR'S ADDRESS LICENSE NO. ' ' OW , N'S MAILING ADDRESS " ' - ':nJ (, ?—4 DESIGNER DE SC TtONP WORK 4 5 DESIGNER'S PHONE L4'-1 3cOJ O DESIGNER'S ADDRESS - LICENSE NO. ' . • ' ' _____5 F/P FLR ELEV. EDU' 921 - YO NO • CENSUS TRACT,' ,GP LAND 150 P4 KIN SPACE 'RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT ' TYPE - 0CC LOAD' FIRE SeN 1 / 1 AREA, 0 yo N - v 0 N v 0 N Not Valid Unless Machine Certified - — CITY PLUMBING PERMIT - ISSUE - b QTY. MECHANICAL PERMIT- ISSUE ' 'SUMMARY/ACCOUNT NUMBER EAH FIXTURE TRAP ' - ' INSTALL FURN. DUCTS UP TO iOo,000 BTU BUILDING PERMIT ' 001'810-00-00-8220 • EACH BUftD4NG.SEWE1 (0 - OVER 100,000 BID .. SIGN PERMIT 001-810-00-00-8221 EACHt/VATERHEATER AND/OR BOILER/COMPRESSOR UP TO 3 HP ' - PLAN CHECK 001-810-00-00-8806 EACH GAS SYST I 0 L BOILER/COMPRESSOR 3-15 HP , TOTAL PLUMBING 001-810-00-00-8222 - EACH GASSY TE E ,.. , METAL FIREPLACE ., - - • ELECTRICAL 001-810-00-00-8223 — EACH INSTAL.. ALTER, REPAIR - . VENT: FAN SINGLE DUCT ' - - MECHANICAL 001-810-00-00-8224 7 - —. EACH VACUUM BRE)kJ 2I •. , - ' , MECñ EXHAUST - HOOD/DUCTS - ,' 'MOBILEHOME 001-810-00-00-8225 WATER SOFT,!JER'.,, RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP EACH ROOF • cj&G ' ' SOLAR • ' 001-810-00-00-8226 - I ' - '(10T1L MECHANICAL 'i ' ' f- - STRONG MOTION 880-519-92-33 TQTl.rnto G ' ' FIRE SPRINKLERS O01-B10'O0-00-8227 PUBLIFAILITIESFi..r332_810-00-00-8930 OTY ELECTRICAL PERMIT ISSUE :T-• QTY SOLAR ISSUE * NEW CONST EA AMP/SWT /13K A -- COLLECTORS ' '- ' ' - -. SCHOOLFEE - DISTRICT 1PH ---.3PH - _• . STORAGE TANKS -'-'-•- -. - — - ' -'Carlsbad EXIST BLDG EAAMP/SWT/BKA •.r • • ROCK, STORAGE __-•• /u - -Encinjlas .- _.,-,•• . •- 1PH_'-- _3PH -r ' I , PUMP'?•'.•' - . SanDieguilo''.•.' • - REMODEL:ALTER PER CIRCUIT - " - ' • PLAN CHECK FEE - - San Marcos 5• — ,TEMPPOiE200 AMPS ..r. _. ' . - . '- ' .• OVER_200AMPS __- LICENSE TAX 001_81000_008162 TEMP OCCUPANCY ..• 7-1 -'•- . -. - MFE J /1 880-519-92-57, I -' ' .' - ' - - , - CREDIT CREDIT DEPOSIT TOTAL ELECTRICAL TOTAL SOLAR IF TOTAL FEES PAYABLE 7, I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY ' Expiration. Every permit issued by the Building Official under Inc provisions of this - * AN OSHA PERMiT IS REQUIRED FOR EXCAVATIONS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code sha authorizE,-ea.Qie by krrrrtat h is uon and become null and vOd. It the building Or work ate of such 5' 0" DEEP AND DEMOLITION OR CONSTRUCTION OF not inorrirri.ricied within 180 days from the d DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY.AND AGREE IF A PERMIT IS nmil, 01a'tlhe'\uildin or wO authorized by'ouch StRUCTURES OVER 3 STORIES CON IN HEIGHT ISSUED: TO COMPLY WITHALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING ab doned t any me a ter the work is commenced for a penio 180 days. STRUCTION. WHETHER SPECIFIEDHEREIN'OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND - BY ' -- . * OWNER V' CONTRACTOR P If '• - KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS A DVP(aLICATSIATURE J EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE - GRANTING OF THIS PERMIT. BY PHONE 0 .. , 5_, . ' .- S , I- -' - - .:_••-.._ - _._----f.. .\ -- TYPE . DATE -.. INSPECTOR /- BUILDING I 60 IJ I FOUNDATION '-'3t r2ILS FIELD INSPECTION RECORD.. I REINFORCED STEEL REQUIRED SPECIAL INSPECTIONS INSPECTOR S NOTES MASONRY I GUNITE OR GROUT INSPECTION REQ. IF CHECKED INSPECTOR 's APPROVAL DATE SUB FRAME LI FLOOR LI'CEILING SOILS COMPLIANCE SHEATHING ..EROOF El SHEAR ____ PRIORTO F FRAME FOUNDATION INSP - ____ . . STRUCTURAL CONCRETE ; I EXTERIOR LATH '•••7 INSULATION - PRESTRESSED I INTERIOR LATH & DRYWALL CONCRETE - - I .. POST TENSIONED - 5 - CONCRETE s 7' PLUMBING FIELD WELC51G R"SEWER AN-D.-BL/CO E'PJCJ HIGH STRENGTH UNDERGROUND I''ASTE IATER ' 'a BOLTS SPECIAL MASONRY TOP OUT LI WASTE LI WATER ' TUB AND SHOWER PAN GAS TEST .'PILES CAISSONS O WATER HEATER LI SOLAR WATER ELECTRICAL O ELECTRIC UNDERGROUND 0 UFFER ROUGH ELECTRIC 0 ELECTRIC SERVICE 0 TEMPORARY, OBONDING DPOOL .- MECHANICAL -------- :,411 LI DUCT & PLEM., LI REF. PIPI1NG 141 HEAT-AIRCOND.SYSTEMS VENTILATING SYSTEMS I .--- I - J - I - CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HA 'E BEEN APPROVED FINAL PLUMBING :Jr- j -; - . . • . ______ ____ ELECTRICAL. . - 1•Jj[ k'-_'r .*. MECHANICAL GAS I t\-ii J '*---. . -; t - • BUILDING SPECIAL CONDITIONS (Ltp of (ECartbab REQUEST FOR INSPECTION RECORD INSP,eCTO EMITNO. ADDRESS •e3 /44vt~ ri I r t-i A -s. ,- flI¼.iU. - - A DQCIMTAWIMt .. 'lu-/vt )(FOUNDATION 0 FOOTING 0 S 7o REINFORCING STEEL /1 0 MASONRY .0 GROUT - G UNITE V 0 FLOOR AND CEILIN SU 0 SHEATHING OROO O EXTERIOR LATH D INSIJLATION - 0 INTERIOR LATH ORDRYWALL o FINAL PLUMBING D UNDERGROUND PLUMBING O SEWER AND PL/CO. '- D TOP OUT PLUMBING O TUB OR SHOWER PAN j * D.GASTEST - j D WATER HEATER 0 SOLAR WATER -0 FINAL -. ELECTRICAL 4 0 TEMPORARY SERVICE UFFER GROUND 0 ELECTRICUNDERGROUND / 0 ROUGH ELECTRIC S /0 POOL BONDING V 0 ELECTRIC SERVICE , MISCELLANEOUS CONDITIONED AIR SYSTEMS SOLAR HEAT O PATIO O POOL 0 SPA 0 SIGN WI SPECIAL INSTRUCTIONS________________________ Ready For Inspection: 0 Monday 0 Tiesday. 0 Wednesday XThursday 0 Friday 0 A.M. 0 P.M. - S City of Carlsbad-- MISCELLANEOUS -. 3JQ c Lt.fl4 /'/ 36.iCJ IL 1200 ELM, CARLSBAD, CA 92008 • TEL (619)438-5525 RECEIPT Address Owner 1) (•\ - Mailing ZiPc0 Contractor Address:: City • Zip •. Tel. Slate Lic,. . City S. Classit. . - - Lic. No. - LEGAL DESCRIPTION \ f •f ' N' . • . DESCRIPTION OF WORK L 25O . . t)t 'o_tcr' PLAN ID NO 04NE,C3IC T1L2 . . S. CONTACTPERSQN - - - SigiaIure of Applican Da 0_UZI_•. ___________________ _________ COMPLETE FOR PLAN CHECK ONLY 0 o • tj\) MISCELLANEOUS FEE RECEIPT LI * PLAN CHECK FEE . 001-810-00-00-8806 Li VALUATION_____________________________ Li DEMOLITION LI HOUSE MOVING Li PARKS AND RECREATION FEE_________________ Li PUBLIC FACILITIES FEE LI SCHOOL FEE - DISTRICT_____________________ Li CarIbad Encinitas Li San Diego Li San Marcos Li. CERTIFICATE OF OCCUPANCY Li_• • ASSESSORS PARCEL NO Li _•-•._S Li Q.O: Li' DESIGNER ADDRESS Li ;. TOTAL FEE $3 4%-.-- WARNING: PLANCHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PER iT_IS ISSUED. ARE FORFEITED TO THE CITY. .• . COMMENTS: • . . - - White - Applicant Yellow — File Pink - (1) Finance (2) Data Process Gold - Assessor - 5, , V "Nt', - " - . r 'r- 1•VV I ' -F' r -' APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY. OF CARLSBAD . . ENGINEERING DEPARTMENT ., 'SE 2832 . * -- . ISSUED BY FOR APPLICANT TO FILL IN - . DATE ISSUED BUILDING ADDRESS LGOS Jr) VALIDATION OWNER ) - CONTRACTOR CONTRACTOR'S . CONTRACTORS ADDRESS NEW BUILDING 'I EXISTING BUILDING I LEGAL DESCRIPTION / i3'ei J'i/02.. STANDARD 4" (Max. H. 30, V. 10') - OVER 3O'H. _____ _______FT._________________ OVER 1O'V. , FT. STANDARD 6" (Max. H. 30', V. 10') - OVER 30' H. ______ _______ FT. OVER 10'V. -@-FT. - TOTAL CONSTRUCTION COST SERVICE CHARGE (REPAVING ETC.) TOTAL LATERAL CHARGE - REMARKS: / - LINE COST DATA ASSESSMENT'DIST.NO. FRONTAGE ________COST PER FT. ' - TOTAL_______ fOTHER LATERAL LOCATION I CONNECTION FEE (I, I NO UNITS_/ COST PER UNIT 1222 TOTAL/" PUMP STATION FEES NO UNITS -COST PER UNIT TOTAL______ ST. V TOTAL CHARGES (LATERAL ETC.) V LATERAL NO _____________ INSTALLATION DATE f / WHITE EngineerIng GREEN Finance YELLOW Sanitation PINK Building GOLDENROD Permitter - . . FINAL BUILDING INSPECTION PLAN CHECK NUMBER:'-86-111 DATE: 12-23-86 PROJECT NAME: ADDRESS 2603 Hgl'iavd Drive PROJECT NO.: UNITNUMBER: PHASE NO.: SFD TYPE OF UNIT ____ NUMBER OF UNITS CONTACT PERSON: PuI CONTACT, ELEPHONE: 4815343 . . RUSH! -• IrSPECT , BY ---i DATE I INSPECTED APPROVED DISAPPROVED JSPECTEDQ_fl4. DATE APPROVED DISAPPROVED INSPECTED. . 'DATE .. . - BY: _______________________ INSPECTED:. ___________• APPROVED DISAPPROVED COMMENTS: Rev. 1/86 WHITE Suspense BLUE Water District REEN: Engineer CANARY Utilities PINK Planning GOLD Fire Th1 i7 -7~11h~iTtr- FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 8611JTTT DATE: 122386 PROJECT NAME S ) ADbRESS:,/ 2603 Mghlaud Drive TYPE OF UNI S m, UNIT 1JlBEjss ASE NO.: 86 ~UMBER-O'F UNITS: CONTACT PERSONS Paul IF CONTACT TELEPHONE 481-5343 ..::j RusH:'.!! 5, L -/o c Pi C. .'A INSPECTED BY: DATE /2-/a'/ ' APPROVED _____ INSPECTED: DISAPPROVED INSPECTED •.. ., DATE BY: INSPECTED: APPROVED DISAPPROVED • S INSPECTED i DATE 'BY:. INSPECTED: APPROVED DISAPPROVED S . - COMMENTS S -- ....• S S 5 '5 S 0 Rev. 1186 WHITE Suspense BLUE Water District GREEN Enguneeri ARY Utiliti PINK Planning GOLD Fire . 'WFINAL . BUILDING INSPECTIONW 0• '' .e - PLAN CHECK NUMBER -... _- >12-23-.86 DATE 4 0• . ) iY .ADDRESS 6O3HI -1 d Drire .• . PROJECT( . NAM . PROJECT 0.: . UNIT NUMBER: SE NO.: TYPE OF . SFD . . 'ER OF NITS: CONTACT PERSON: Paul . . . . •. • • CONTACT TELEPHONE: 481-5343 . .. . . . . •0• R U S H . . . .- . : • INSPECTED DATE BY: - INSPECTED: APPROVED DISAPPROVED . INSPECTED ' . DATE . . . . BY: INSPECTED: APPROVED. DISAPPROVED INSPECTED . - •0 •,• . DATE . . 0 BY: . . INSPECTED: . APPROVED DISAPPROVED Costa Heal Municipal Water Dis1rc COMMENTS: . Engineering Department . .0 . • (619) 436-3367 - 0• . . . 0 ) 0 - 0 0 Rev. 1/86 • WHITE: Suspens • BLUE: Water District - EEN:.Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION .. * PLAN CHECK NUMBER: DATE: PROJECT NAME: I I ADDRESS: 2603 ghIind - PROJECT NO.: UNIT NUMBER: ,Z PHASE NO.: Sri) TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON: P.UI CONTACT TELEPHONE: 4815343 INSPECTED DATE. 1/ / BY: / _---- INPECTED: ____________ APPROVED DISAPPROVED / INSPECTED DATE .. BY: INSPECTED: APPROVED DISAPPROVED INSPECTED 1 DATE BY: . INSPECTED: APPROVED DISAPPROVED COMMENTS: ( - 4 0 Rev. 1186 a WHITE Suspense BLUE Water District GREEN Engineering CANARY UtuI K Planning GOLD Fire ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619)560-1468 ' DATE- DAPPLICANT / . .JURISDICTION '- PLAN CHECK NO: W- /Jj UPS . 0 DESIGNER PROJECT ADDRESS: Zo PROJECT NAME:. ,:J.- The plans tranmitted 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 deficien- fl 'Oies identified - are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies V identified dn the encibsed check list and should be corrected and resubmitted for a complete recheck. - The check list transmitted herewith is the jurisdiction's V copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. /in15 -&) V The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: .; •f%VL p4'e/ - P c' 13ox 8Z 41C1AJ/74'6. L//?),,VI,4 92 og /e irm. Esgil staff didnot advise the applicant contactperson that plan check has been completed. * '- Esgil staff did advise applicant that the plan check has beencompleted. Person contacted: RcV (, Date contacted:. Telephone #_11-5'13 REMARKS 1) Pevw Sofl$ ,E/7 )7) 1V64_VD6_: oii- RgR,,V p I41JO ,JNpAThni 4?6 ,11c7 4t IEaifm,rxW (,/ Ft- 14 V V s-)(r-1 4cei) BY ENCL ,.- ES GIL CORPORAT ION - ..* V •, - 'V • • V , , ESGIL CORPORATION 9320 CIIESAI'EAKE DR SUITE 208 SAN DIEGO, CA 92123 (6 19) 560 1468 DATE ' QAPPLICANT c1flb'ICTI'N JURISDICTION: IIPLAN CHECKER (]FILE COPY PLAN CHECK NO: .-- IJ LT ' CUPS - D DESIGNER . PROJECT ADDRESS: 20 75 H - PROJECT NAME - The plans transmitted herewith have been corrected where necessaryãnd substantially' comply with the jurisdiction's buildin4 codes. - 4 The plans transmitted herewith will substantially comply - with the jurisdiction's building codes when minor deficien cies id entified-p - ,are, resolved and '•--' checked'by building department staff. ' The plans transmitted herewith have significant deficiencies : ':-identifiedon the enclosedcheck list and should be-corrected and resubmitted for a complete recheck Thecheck list transmitted heCwith is the jurisdiction's - - copy, for your information. The plans are being held at - EsgilCorp. until corrected plans are submitted for recheck. The applicant'coy of the check list is enclosed for the jurisdiction to return to the applicant contact person The.applicant' copy of the check list has been sent to: WRRU . ?.ó1 oxT i -i-i 5ftjlik rt iCii MC67 ' 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: OoPir)G fl1-/ff)E Date contacted: - Telephone #-)ZZ' REMARKS: -, •; BY ENCL ESGIL COR ORATION I a Enclosures: PROJECT ADDRESS:2-(oo 4-(,HLAAJD TO: '17/1 )L I7,?'J 4I- 43 Date plans received by jurisdiction_______ Date plans received by plan checker_4_13-2, Date 1Tn4-tial plan check completed byc,Th29 FORWARD: PLEASE READ Plan check is limited to 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 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. The approval of the plans does not permit the violation of any state, county or city law. A. PLANS 1. 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: t56&IL LtPo/riri 3c 01h1I-L€ t Li rre 5PiJ•DIJ1 (it, E '17173 2. 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. -TM 6L14 -*ft6 1''.c'( LDLt.) 62Dm tflflL .PUhJ 0E1JiL)1 ftEP rfrtT cPY &&u. ktDeE I tJUnic3 d qbU IItJ Mt j -nOtJ fba( TRPAE 1110 PLAN CHECK NO:,—ffl rrl JURISDICTION:CPrL5AD DATE .t-&. O APPLICANT COPY O JURISDICTION COPY O PLAN CHECKER COPY o FILE COPY 34- &IITIL /rwr 0 Aiiar EL V Po 1'fl7 :)I.fVI)) Ihi ATT)( \)EIJT3. EO J2 I/I TSA - /211- i 4r)) j N_M15 1ThS VT1tf (./'-(Ik) OP12Rm_YF )13op_AeF) ____ 4V7 KYYr t) A.A06 - L eico CiPAc(1 AiiO &t t krd2flrr L_ C1tJlll41IrA)4 (JPE 9 t)- LER(I- ____ Tr SHpk)rj urP11i 1LIi,J i. kL jig ((Hiitfl m-I,*ic i*& Of FjEEj) VJIDc jr_ AMLI Or TRF- a. i-hP Rr1S i (x2. 2 8 Pi'-? )u\JcIA) V I'Y51fm 'S I ,i)- LAM F'm13 PI-139- ( 14 Ar (I3 I17U) /r< KhJV-JL) OviS xJi UjI'1L-L.- 2.- 'D" f2ftEL~ ___ SC 6r fi'1 Ii)iI)OOL) a, LiUit, lewo M)5 Cu i\fl Po &ô( OviJ 1*5 4hP(5 (r'iiPI PTF UflAL /014'Sr )k)L (W-Y) L1 . Liui,)(-/ KMK ltiFvl( lig iJ) 4Aft°(F /)r Alp -M FII )Ai) M1 ____ Vg <41m\ " Xf A-rn ( F1( P1z iër 4Vi U1I4 ?mA3II\T trrLE1 4jp n1t4- ____ iiOiurrü. 4q3 NfrJ w1Rcirti(/1 26LJ c12OM 81116 P('c4 ID 4 L 1 5ECTTJ Jb W'I !r( LE11 O)E ( )trrQS_BEE_tEL._ti 0 - 1r 'OW no aA Mr 114 ir2 O1M(FRC 6 i cr)r1Ft. ?UHM' 5 4Ui2e coiL-' - t - '-" -, •- .. A OIf l.1 A -16 INLLUIiLr hn'.Ilu, nr ,t.' i'-' ()ç; A140 i3Ofi1ILThJ amm Lro on oc).S. • 41784 * S - ESGIL CORPORATION 9320 CHESAPEAKE DR.. SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ?rrn,2c4 ,I, 1q B,& APPLICANT - fJURISDICTION JURISDICTION: CITY OF CARLSBAD PLAN CHECKER - COPY PLAN CHECK NO: &-iii z: DUPS ODESIGNER PROJECT ADDRESS: PROJECT NAME: JL) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's . building codes. The plans transmitted herewith will substantially comply with -the jurisdiction's building codes when minor deficien- cies identified - are resolved and, checked by building department staff. - The-plans transmitted herewith have significant deficiencies -;identi'fied on the enclosed check list and should be corrected ,-and resubmitted for a complete recheck. -Thd check list transmitted herewith is the jurisdiction's 0 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 check list is enclosed for the - - jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: 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: , 'Date contacted: - Telephone - "- REMARKS: ' BY 4i ENCL , " ESGIL CORPORA''IOI, -• - 3/, :- - '4 PLAN (X NO. - I/I Date initial plan check completed: JURISBICflON: CITY OF CARLSBAD 3- /, &5 By: c/ Applicant contact person: TO: PAUL ,4((Igp4 Telephone:__________ -. 4 / 534 ' PO0RD: PLRASR READ - Plan check is limited to technical requirements •• .' - contained in the Uniform Building Code, Uniform ' ,. - ________________________________________ Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws TELEPONE NO. - regulating energy conservation, noise attenuation and access for the hndicapped. - CLOSUR:' 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, 4 - Engineering Department or other departments. ' * Present' California law mandates that •' •- • residential construction comply with Title 24 ADDRS: 2b()2_i-1/,IJL..4,JJ)_JilJ and the following model codes: , 1982 C(eff.7/1/85) --•- • 1982 UPC (eff. 10/1/85) •:- ' 1984 NEC (eff. 10/1/85) 1982 UMC.(eff. 3/1/85) The above regulations apply to residential construction, regardless of the code editions , ' ' adopted-by ordinance. ' PLAN Q)RRION_SB The items listed need clarification, STh(E FAMILY AND DUPLEX DWELLINGS modification or change. All items have to be, ' '' - satisfied before the plans will be in , •- ,' Date plans received by jurisdiction: conformance with the cited codes and • ' 1. - •. regulations. Per Sec. 303 (c), 1982 Uniform Building Code, the approval of the plans does ••• • ' not permit the violation of any state, county Date plans received by Esgil Corporation: -or city law. -. To speed up the recheck process, note on this .' ' ' list (or a copy) _where each correction item has - been addressed i.e.._ plan sheet, specification, - • ' etc. Be sure _toenclose the markedup list - • . - •. . whenyousubmit the revisedplans. Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements - • . - • ' - - -.', ' • . • 2/13/86 - . ' • •••'•-- '4 Please make all corrections on the original - /t±acings 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 Qiesapake Drive, Suite p208, San Diego, California 92123, (619) 560-1468. 2 Please make all corrections on the original acings 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 6f 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). 6. Provide a statement on the Title Sheet of - e plans that this project shall comply with -. Title 24 and 1982 UBC,UNC, and UPC.and 1984 NEC. '/. Submit fully. dimenioned 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 L - 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 2/13/86 - Indicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). . B. FM PION Walls closer than 3 feet to property lines shall be one-hour rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 àquare feet on any floor. . (Table 5. A. Section 17.09 (a)). l. Projections, including eaves, may not dxtend 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 lines. Section 1710 and Section 504 (a) and (b). Vi. th Pl astic skylights shall not be installed viin 8' of an exterior wall located where openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7. Ift. Projections, including eaves, shall be ne-hour fire-resistive construction, heavy ,, 4 timber or of noncombustible material if they project into the 3' setback area from the property line. Section 1710. )etector, Show location of permanently wiredsmoke centrally located in corridor leading to sleeping rooms or above stair if sleeping : rooms are on upper level. Section 1210. :514. A smoke detector, shall be installed in the basement 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.: FdM SIZE. LIGHT, vrITIoN AND GLAMIG 2h. Dimension on the plans, the 30" clear width /or water closet compartments and 24" clearance Habitable rooms, other than kitchens, shall in front of water closet. . 4ontain at least 70 square feet of floor area. Section 511 (a). Section 1207 (b). . Specify safety glazing for glazing in I6. Window area must be at least 1/10 of the dous locations such as glass doors, glazing "floor area and a minimum of 10 square feet per adjacent to such doors and glazing adjacent to Section 1205 (a). Appears to be deficient in • walking surfaces. Section 5406. ..' '• 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, - .3/7. Openable window area in'habitable rooms unless the glazing is leaded on faceted glass. ust be 1/20 of the floor area and a minimum of Section 5406 (d) 7.toc) A.Gr,H 5,suare feet. In.bathrooms, laundry rooms and . 'rooms -;.-- similar 1/20 of area is required and 27. Glazing in shower, and tub enclosures shall . minimum is 1.5 sq. ft.. (Section 1205 (a)). e tempered, laminated or approved plastic (including windows within 5 feet of tub or 48. At least 1/2 of the common wall must be shower floor). Section 5406 (d) /open and have an opening not less than 25.sq. ft. if light and ventilation is being supplied Sleeping rooms shall have a window or * •' from an adjacent room.- Section 1205-(a). exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The 34. Required windows shall not open into a window must have an openable area of 'atleast roofed porch unless the ceiling is at' least 7 5.7 square feet with the minimum openable width feet and the longer side is at least 65% open. 20" and the minimum openable height 24". • Section 1205 (a). Section 1204. () Provide mechanical ventilation capable of 2/). •A mezzanine is an intermediate floor and providing five air changes per hour in . nay 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 ErflL.I1t IbOtY . • • the long side open to the room below except.for - • * ;k. No habitable room,.other than a kitchen, - posts and proteCtive walls or railings not * 'hall be less than 710" in•any dimension. exceeding 42" in height. Section 1716. • Section 1207 (c).,. - for The loft you show does not comply as a L 2. Show that ceiling height habitable zanine floor and is, by Uniform Building Code • - . • 'rooms is a minimum of 7'0. Section 1207 (a). • definition, a story. Section 1716. Show ceiling height for laundry rooms, - '/j3.' . •• hallways, corridors, and bathrooms is a minimum •- • of 710". Section 1207 (a). ' • . 5'. ' . - • - • - - . - - . • * 3 • ' ,•' - . 2/13/86 . * D.'EXITS, StAII4ATS. MW RAILIW 31 Floors above the second story shall have n6t less than 2 exits. Section 3303 (a). 3,. 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). 33. Provide 36" high protective railing for rches, balconies, and open sides of stair landings. Openings between railings shall be boss than 6". Section 1711. 'iFt* Q34. Show how guardrail connection details are quate to support 20 pounds per lineal foot at a right angle t6 the top rail. Table 23-B. 35. Provide stairway and landing details. ection 3306 (b) & (c). - +ai A-S cbc6 ma i-MtL A5*- isOrE - a. Maximum rise 8" and minimum run is 9". b. Minimum headroom is61 611. C. Minimum width is 3011. All handrails er Section 3306 (j), shall satisfy the following: Provide handrail for stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing of treads. - : C. The handgrip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional dimension. -(-See- attached). -i Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). 4 A door may open over a stairway landing - ded 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). 3fr A door may open inward at the top step of a Lirway provided the top step is not more than 7 1/2" lower than the floor level. Section 3304 (h). - -. • t Provide details of winding stairway - - - -plying with Section 3306 (d): a. Minimum tread is 6 inches at any point. - and minimum 9 inches at a point 12 inches from where the treads are - narrowest. - - b. Maximum rise is 8 inches. - C. Minimum width is 30 inches. Provide spiral stairway details, per Section 3306 (f): - Minimum run is 7 1/2 -inches measured - - - - - at a point 12 inches-from where the treads are the narrowest. b. Maximum rise is-9 1/2 inches. - - c. Minimum headroom is 6 feet 6 inches. - - - - - iquired Spiral stairways may not be used for exits when the area served is greater than 400 sq. ft. Section 3306 (f). - -. -. ------- -- ) • Lj3. Spiral stairways must have a clear walking The maximum slope for a fire retardant ' ... Lpace of 26 inches between the column and V 1(,uilt-up roof, with rock or gravel surfacing, is handrail, show dimension. Section 3306 (f). 3 inches in 12 inches, Section 3203 (e) 2. Provide I. C. B. 0. Research Report and Number A. The minimum slope for a fire retardant for metal stairway, or submit plans and, built-up roof, with cap sheet surfacing, is 1/2 calculations -and approved fabricator registered inch in 12 inches. Section 3203 (e) 3. with the building department or note that the V V stairway fabrication shall be done under special e. Specify minimum 1/4 inch per foot roof inspection per the approved fabrication plans. lope for drainage or design to support Section 306 (a) 4B and Section 306 (f). • accumulated water. Section 3207 (a), Section V V• 2305 (f) and Section 2511 (d) 6. In buildings over 2 stories in height,-- V provide 3/4 hour fire-rated asemb1ies for all 5. Show roof drains and overflows. openings in the exterior wall below or within 10 ection 3207 'feet horizontally of an exterior stairway. An .•,: exit ,balcony with 2 separated stairways is V 5. Provide skylight details to show compliance - exempt. Section 3306 (1). V Iith Sections 3401 and 5207 or provide I.C.B.0. approval number. V V • . 4/. Exterior stairways Shall not project into V V V ' '• Ithe 3 foot setback from the property lines. V Plastic skylight must be separated from Section ,3306 (n). V V V V hach other by at least 4 feet. -. V V V V VV V Section 5207 (a) 6. 47 The walls and soffits of the'enclosed 9 V V - •. . usable space under interior stairs shall be V 58. Show attic ventilation. Minimum vent area protected on the enclosed side as required for V V is 1/150 of attic area or 1/300 of attiè areá' if V -one-hour fire-resistive construction. at least 50% of the required vent is at least 3 Section 3306 (m). 5/s" 1'f lc 'C Z b . U)Pt.L ii feet above eave vents or cornice vents. Show • V ROOFING •••• required area and area provided. ______ V •, Section 3205 (c). Specify roof slope. F. KASDIW Roof slope is not adequate for roof type Provide fireplace construction details or tote r• V• specified. Table 32-B; Section 3203 (h). construction to be per attached fireplace, V V . standard drawing. Chapter 37. • V 1 Show veneer support and connections in tsmiclones Sp ecify roof material and application. . Q . pter 3 and 4, 'comply with Section 3062, 32.roc:— _LSV %t1JltVLlYV\ fQ- •, 4, 50 6, and Section 2515 (a) regarding ties and • . V 1 CI1tl 'Specify I.C.B.0. or U.L.' approval number #9 wire in horizontal joints or show V. V construction to be per attached sheets • - V ,for roof materials not covered in U.B.C., e.g., - ' 30-1 or 30-2. V V title, etc., Section 107. V ••' '• - • 4 V.- V V V :'V . ,., :. , V • - • 2/13/86 -- --;—. Show height and cânstructjon details of all masonry walls. Chapter 24. 64. Note that cleanout openings shall be rovided at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2414 (a) 8. - . Show floor and roof connections to masonry wal1s. Connection,shàll resist 200 pounds per - lineal foot or theactual design load, whichever is greater. Cross grain tension or bending in wood ledgers is-not permitted. Section 2312 (j)3..A. 4. Provide details for damp proofing the oundation wal1s, below finish grade, where - useable space exists on the interior side of the walls. Setion 1707 (d). 4s.. Show a minimum 2" air space and flashing etween\P1anter and building walls. :Section 2516 (c) 7. - - G. -GARAGE AND CARS . Garage requires one-hour fire protection on - he garage side of walls and ceiling common to the dwelling. Table 5. B. Section 503 (d). Icluding All elements supporting floor above garage, walls supporting floor joists, to have one-hour fire-resistive protection on the garage side. Section 503 (a). - 6. Show 1 3/8"-solid core self-closing door for openings between garage and dwelling. Section 503 (d). (4. Garages are not permitted to open into a - room used for sleeping purposes. Section 1104. 75g. Openings between carport and residence S 1equire self-closing doors and stationary windows. Section 1214. Q. Show garage framing section, size of header o er garage opening, lateral cross bracing at plate line, method of bracing garage front, and. holddowns if required. Chapter 23. NOTE: Maximum plywood diaphragm ratio of height to width is 3 1/2 to 1. Table 25-I. 74. Doors may open into the garage only if the floor or landing in the garage, is not more than 1/2" lower than the door threshold. Section 3304 (h). 7,,. 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. YJND&TION KJU1XTS • E)is Per soilsreport, note on the plan the classification, whether or not the soil is expansive, and note the allowable bearing value. Section 2905 (c). 3h. The foundAtion plan does not comply with the soil report reconnendation for this project. - Please review the report and modify design, notes and details as required to show compliance. 76. Provide notes on the foundation plan • isting the soils report recommendations for foundations, slab and building pad preparation. Show foundation sills to be pressure ' .. . €reated, or equal. Section 2516 (c) 3. Show foundation bolt size and spacng. - Section 2907 (e). . .1. .Specify size, I.C.B.0. number and d anufacturer of power driven pins. Show edge * and end distance and spacing. ' Section 306 (f). 87. If required by structural calculations, s ow size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). t If hold downs are required by calculations, e on plan that hold down anchors must be tied in place prior to foundation inspection. Section 305 (e) 2. 8A __ Show adequate footings under. all bearing walls and shear walls. . Section 2907 (b). 9,1). Show on the elevations, stepped footings Lor slopes steeper than 1:10. Section 2907 (c). tottom Show minimum 18" learance from grade to of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c). . 4. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum underfloor access of 18" x 24". Section 2516 (c). t Show minimum underfloor ventilation equal l 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). C 7,4. 'The soils report recommends excavations be 1'eviewed 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: - 1. the building pad was prepared in ' accordance with the soils report; - 2., the utility trenches have been properly tackfilled and compacted, and; - 3 the foundation excavations, formings and reinforcements comply with the soils 'report and approved plan". , i,4. Show height of all foundation walls. ',apterr 23.. . . t: 7. Show height of 'retained earth .on all 'foundation walls. Chapter 23. If cut or fill slopes exist, show distance df foundation to edge of cut orfill slopes and show steepness and heights of cuts and fills. -, Chapter 29.- Note on plans that wood shall be 6" minimum above finish grade. Section 2516 (c) 7. 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 Supported* Stemwall Width Depth . 1 6" .. 12" 12" * 2 all 15" '18" 3 10" 18" 24" • may support a roof in addition to the floors.. Where only a roof is supported, use - * foundation for one floor. 4 Specify that posts embedded in concrete 1!4. Show 1/2" minimum clearance between top shall be pressure treated per UBC Std. N. 25- plate of interior partitions and-bottom chord of 12. Section 2516 (c). - .. trusses. (To ensure loading will be as designed). I. FRAXING 15. Show double top plate with minimum 48" ft. Show wall bracing. Every exterior wood (ap splice. Section 2517 (g) 2. .stud.wall and main cross partition shall be ... - .. . . - braced at each end at least every 25 feet of 6. Show nailing will be in compliance with table length with 1 x 4 diagonal let-in braces or 25-Q. ' " equivalent. Section 2517 (g) 3. 17. Show or note fire stops at the following 9/ Note cross bridging or blocking. Floor ilocations per Section 2516 (f): joists and rafters 12" or more in depth shall be ,• -' supported laterally, by bridging at intervals not a. in concealed spaces of stud walls and - exceeding 8 feet, unless both edges are held in partitions, including furred spaces,. line. Sec. 2506 (g). . , at the ceiling and floor levels and at .' , 10 foot intervals along the length of 4 • .g,h. Show blocking at ends and at supports of the wall. Eloor joists, and for rafters at exterior walls. Section 2517 (d)3. b. at all interconnections between concealed vertical and horizontal S .s Show solid blocking at ridge line and at' spaces such as occur at soffits, drop - •. - xterior walls on trussed roofs. ceilings and cove ceilings; •.. Section 2506 (g), Section 2517 (h). , S '' . • . C. in concealed spaces between stair . 1)0. Show double joists. Floor joists shall be : stringers at the top and bottom of the doubled under bearing partitions running run and between studs along and in parallel .with the joists. Section 2517 (d) 5 line with the run of stairs if the walls under the stairs are unfinished; Bearing partitions, perpendicular to alslts, and •. - shall not be offset from supporting . girders, beams, walls or partitions, more than d. in openings around vents, pipes, ' the depth of the joist. Section 2517(d) 5. ducts, chimneys, fireplaces and similar openings which afford a 162. Show rafter ties. Rafter ties' shall be passage for fire at ceiling and floor spaced not more than 4 feet on center and be levels, with noncombustible -• • -'- ' just above the -ceiling joists, where rafters and materials. S , • • - ceiling joists are not parallel. Section 2517 (h) 4. i. Show stud size and spacing. Maximum llowable stud heights; Bearing wall: 2 x 4 and l3.' 'Show rafter purlin braces to be not less -. 2 x '6 max 101 ; Non-bearing: 2 x 4 max. 14', 2 than 45 degrees to the horizontal. * x 6 max. 201. Table 25-R-3.Ji.E tJdTe 'Section 2517 (h) 5. • - ..* .• ' '- - S ' 1i9. Studs supporting two floors, a roof and - • ' ceiling must be3x40r2x6at16"o.c. ' S ' •' - -,' Table 25-R-3.' - •';; " , • S / - l• - •. S - , 8 ' 2/13/86 9 - 2/13/86 .5..' " -.r '. , Oglued Note an A.I.T.C. Certificate of Compliance laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). ' 1/].. Detail all post' to beam and post to footing connections and reference the detail to the plan. Section 2516 (in). 1/2. Detail shear transfer connections, - including roof and floor diaphragms, to shear ' ,, walls. Section 2513. ' 113 Specify nail size and spacing for all s 6ar walls; floor and roof diaphragms. Indicate required blocking. Maintain maximum '. diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). Show 3' x i." or. 2" x 6" studs in first story of three story building. Table 25-R-3. (j) Provide truss details and truss calculations for this project. if uo 4 •' • S 4, 116 Provide roof framing plan and floor 2aming plan. Section 302 (a) l.DLJ StE l7. Provide framing sections through Section 320 (a)'7. 118 Specify all leader sizes for opening over -. .. 1+ .,wide. Section 2517 (g) 5. -: 119 Provide calculations for main vertical and h rizontal framing members and post footings. - Section.302 (a)7'. 2120 Provide calculations for lateral loads, _-~ panels, shear transfer and related. 'Section 302 (9) 7. .5. •' . .• 4 . 5 S • • , riq),irements Show on the plans all structural S developed in the structural calculations. 1/2. Columns and posts located on concrete or masonry 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. 13. Individual concrete or masonry piers shall project 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. 124 Show location of attic access with minimum e 22" x 30". Section 3205. 15. Show draft separation for attic areas between units in a duplex. Section 2516 (f). 9'6. Wood stud bearing walls, with studs at 21+" o.c., require .3 en. 2 x 1+ or 2 ea. 2 x 6 or 2 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. 11. Specify plywood grade and panel' identification index. Table 25-N. 1*. When roof pitch is less than 3:12, design -'rIdge as a beam. Section 2517 (h). 136. If foundation cripple wall studs are less ' than 14" framing shall be solid blocking. Section 2517 (g) 4. r l0;.. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by. 6 inches when supporting 2 stories. Section 2517 (g) 4. -11. Show plywood sheathing over exposed eaves, dr other weather exposed areas, is exterior grade. Section 2516 (g) 3. ' i2. Show a weep screed at the foundation plate 'line on all exterior and stud walls to be stuccoed Section 4706 (e) .1 Show corridor width to be minimum 36". Section 3305 (b). - - 134 Specify truss layout' for 30" x 30" attic a cess. - j4 jfQ 135 Ridges, hips, and valleys shall be at east one size larger than supported-rafters.- -Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). • ' J. M2ANICAL -' All heating, ventilatikig, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 137 Show the size, location and type of all h ting and cooling appliances or systems. . 3) Show source of combustion air to furnace;' A per Chapter 6, UMC. Every dwelling unit shall be provided with heating 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 Sec. 1211. , •••, & Show minimum 30" deep unobstructed working s ace in front of furnace. Section 505, UMC'. 141 Note on plans, clearances to be per ufacturer's listing. Section 504, UMC. , ' Q142 Furnace shall not be installed tinder any •'. s irway.. Section 704 UMC. () Furnace shall not be installed in any bedroom, 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. ' 14. Show I.C.B.0. approval number for prefab fireplace. P45. Show access to the attic or underfloor urnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC. Q46. Note that passageway to the attic furnace s 11 be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC. 47 Show permanent electrical outlet and lighting fixture controlled b a switch for the attic furnace. Section 708 UMC. P148 Show details to comply with Section 709 or furnace under the floor, or Section 710 for roof or outside furnace. ' ' (1439 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. ' - V. V ,VVV V,Va . V. V •'V - . - K. XLEMICAL (NATIC(AL ELEMICAL Q)DE) All wiring shall comply with the National Electrical Code. . 150 Show on the plan the amperage of the e ectrical service, the location of the -seice -. .panel and the locaion of any sub-panels. l.. Show lcation of all-electrical .r!eceptacles. 152 Electrical reâeptacle locations and/or :- s acing is not adequate in LIt' - (D's" 0r1 rit (A-v Ai 4-c V V• 153 Show at least one convenience outlet other outlets for laundry, etc.,_outdocrs., in - - - garages and basements. Nec. Art. .210-52. Nate convenience outlets in bathrooms, * outdoors; and in garages and basements (other than for laundry and similar equipment) shall be GFI protected, NEC Art. 210-8.-- . Note electrical system ground to be - - provided per NEC, Art. 250-8L - Vt - -. L. PUBING (UNIFl PLIAIBING (X)DE) Show water heater size, type and location oi plans. UPC, Section 1310. k V ;17. - Show source for providing combustion air O,fuel burning water heatr. 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: * - -•- . . - . V - -:--4 - V - '• - . V - V V V - V V*P V V 2/13/86 V V 1. Fuel combustion water heater shall not be V V •V - installed in bath or bedroom or in a closet V opening into bath or bedroom.. UPC Section 1309. V V Provide adequate barrier toVprotect -water V heater from vehicle damage. UPC Section 1310. 160 Show I and P Valve on water heater and - V w route of discharge line to exterior. V UPC, Section 1007 (e). V V 1161 Provide dryer vent to outside. V V Section 1903. V - (c) Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backf low prevention devices. UPC, Section 1003. - 1/3. Shower stall shall accommodate a 30"- 'dircle and have a minimum floor area of 1,024 sq. in. UPC 909(d). N. - NOISE DISMATION (XJPL - iq. Show details of duplex common (party) - V wills and floor/ceiling assemblies- to achieve a V Sound Transmission Class (SIC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibles. Title 25. l. Show how penetrations of assemblies for pkping, 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. - V i4. . Provide insulation in walls and ceiling to . ahieve SIC of 50 between garage and living area if garage use is not controlled by resident. - V Title 25. V V i. il - - .•- .. .. 4 ' .--. - -. •. S . •-. - - . .. - 1 - N T CONSERVATION: PLEASE READ Specify on the building plans all of the .- 2datory energy conservation requirements as State regulations (California Admin. Code) listed on the enclosure titled, "Mandatory require that the design satisy one of the Energy Conservation Reciuirenients". S attached alternative energy packages or submit calculations. The law also requires that many l/. Show the size, type, make, model and -. --mandatory conservation items be satisfied, location of the space heating (or cooling) system and provide energy calculations if the Show on the Title Sheet of the plans, the output BTU/Hr. exceeds 45,000. .• quired elements of the alternative: energy package that was selected,- and next to each 0. CARLSBAD S.F.D. & DUPLEX PPLiT- element show how you are complying with each • I element. If calculations were used, provide ifs. Energy conservation design should be for similar data on the plans. Zone 7 . See attached energy packages. The plan sheet showing the required 116. Floor drains must have auto-prime Is. elemnts of the selected energy package, and (city policy). listing the design elements showing compliance •.. with' that selected package, must be signed by a Note exhaust fans cannot be ductless tpe ; : either the owneror a licensed professional L. (city policy). i.e., architect, engineer or contractor. A. ' design professional must note his/her state 178 New residential units must be pre-plumbed (2 )future license number. Section 1403 of Title 20. . solar water heating. Note "two roof jacks must be installed" where the water heater i9. Show on the plans the "R" value for the is in the one story garage and directly below walls, floors, ceiling and related areas. the most south facing roof (City Ordinance S No. 8093). ~)Glazing Sho double glazing as per Energy Design, Schedule. ()C.W VtR , Note "two 3/4" copper pipes twist be • installed to the most convenient future solar 171. Show on the plan how shading requirements panel locatin when the water heater is not in a ........re satisfied. • one story garage and is not directly below the - most south facing roof. • - . .ii/z: The plans' are not in compliance with the ..(City Ordinance No. .8093). t energy conseration compliance package selected - or design calculations provided. Show on plans S i0. All piping for present or future solar • - conformance as follows: . • water heating must be insulated when in areas - that are not heated or cooled by mechanical - S means (city policy). . . - • . • 1i. Incorporate th waterproofing details, on - '• t.&le attached Policy 80-8, where interior living space occurs below grade at the masonry ' - • • wall(s). /82. Show on the Title Sheet on the plans, the 'information required by the attached Developmental Services Sheet 102683. 183 All new residential buildings, including - a itions, require a soils report. Please ) submit two copies. • e184 Heavy timber framing, minimum 6" x 10" ms and minimum 8" x 8" post,-for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy). , r ftIPPLIC. RA L6 iq. Please see additional corrections, or remarks, on the following page. The City of Carlsbad has contracted with Esgil • Corporation located at 9320 cheapeake Drive, Suite 208, San Diego, California 92123; ., . telephone number of 619/560-1468, to perform the • plan check for your project. If you have any questions regarding these plan check items, please contact &JTYiPrur.eL. at Esgil Corporation. If you have any questions • regarding City Building permit procedures, - please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue, telephone 619/438-5525. Thank you. - Enclosures: r ::. • • 2. 3; • •: • _________________________________________________________ • 13 t •*•t -. 2/13/86 - - -. - r , -Date : CITY OF CARLSBAD . Prepared by: * .Bld g. Dept. VALUATION AND PLAN CHECK FEE Esgi. PLAN CHECK NO.1 BUILDING ADDRESS -zc _HtILAfl - APPLICANT/CONTACT L ?iu PHONE-NO._______________ - • BUILDING OCCUPANCY - DESIGNER PHONE____________ TYPE OF .CONSTRUCTION i CONTRACTOR PHONE V V BUILDING PORTION BUILDING AREA VALUATION MULTIPLIER VALUE V Liu.1L- V 1"77,t) 4710 ii it -•- ________________ - V (dl di ci _CbJiRO ?ei- . it) .Air ConditIoninE V -. Commercial V Residential V V Res. or Comm Fire-Sprinklers - - Total Value I V • * - Fee Adjusted To Reflect 0 (nergy Regulations (Fee x 1.1) V V V..: . 0 Handicapped Regulations , (Fee x 1.065) V VV • - - V Building Permit Fee $ -- - Plan check Fee $• - -V $ 3427 , 70 V - - V : '. - 4• - - - V - V • -V. V•'• V V. V . V -• - -.. •COMME4TS: V - - -- - V V V • 4. V • V - - -- VV :•,- • •. . -V ..... - V V 8/4/82 • - WaRl PLAN CHECK NUMB1,1'-,.%' ADDREESS 7?6ó'3 - DATE PLANNIP/ SCHOOL FEES: SAN DIEGUITO ENCINITAS CARLSBAD SAN MARCUS ____ SETBACKS FRONT SIDE REAR DISCRETIONARY ACTIONS REDEVELOPMENT PERMIT REQUIRED LANDSCAPE PLAN COMMENTS:________________________________________________________ ENVIRONMENTAL REQUIRED: - -uJ__ .' ADDITIONAL COMMENTS:____________________________________________________________ (n. - .' S Z. • - LLI o lz in, OK TO ISSUE: DATE • WWWWW JüJ@HIlliiWOWWWw@W6wtjllD Jü t WW@W@WW W@W@llhjJLjJWW ENGINEERING LEGAL DESCRIPTION VERIFIED? 44.9- APN CHECKED? 'P,F.F.: ___.• S PARK-IN-LIEU QUADRANT :y5(J5 FEE PER UNIT:_________ RIGHT_OF_WAYQj< TRAFFIC IMPACT FEE PER UNIT EASEMENTS - DRIVEWAY:/1A& 444J-J 21A_ - - IMPROVEMENTS /n FIELD CHECK DATE: 3 /2 /J6 INITIALS:..l - E.D.U. :- 1.0 • SEWER: 5E2832 cr cj LATERAL:QI 'Y'1 t.tD • INDUSTRIAL WASTE PERMIT:' GRADING PERMIT 7?jjQ -- - GRADING COMPLETION CERTIFIED: S DRAINAGE U CC 0ADDITIONAL COMMENTS:__________________________________________________________ OK TO ISSUE DATE :_3 - DPD2 DPD6 01/86 JOHN VERNON & ASSOCIATES 1859S.ESCONDIDO BLVD. S : . ESCONDIDO, CA 92025 TEL (619) 743-88 : 08 MAY 29, 1986 PAUL PRIZEAU ......P.O. 822 ..ENCINIT AS" , CA 92024 '4 Vh • • * .'. -,• PRELIMINARY SOILS REPORT • SITE: 2603 H:IGHLAND AVE. ' CARLSBAD, CA V - APN 156-110=31 To WHOM IT MAY CONCERN THIS IS TO VERIFY THAT WE HAVE INVESTIGATED THE FOOTING SOILS CONDITIONS AND REVIEWED DEVELOPMENT PLANS FOR THE ABOVE SITE. THE NATIVE SOIL IS BROWN SILTY SAND LOAM (MARINA COURSE SANDY LOAM PER USDA -SOILSURVEY)'AND IS NOT-DETRIMENTALLY EXPANSIVE. IT EXTENDS TO* 'A DEPTH .OF ONE TO THREE FEET. THE TOP SOIL IS LOOSE IN ITS 'NATURAL STATE AND SHOULD BE REMOVED AND RECOMPACTED .FOR ACCEPTABLE FOUNDATION CONDITIONS. THE SUBSOIL IS LIGHT BROWN SILTY'' SAND' (SM),AND.FI'M INPLACE. IT. IS ALLUVIAL AND BECOMES. MORE DENSE WITH -DEPTH. ' V GROUND. WATER 'SHOULD NOT BE ENCOUNTERED AND THERE ARE NO KNOWN V V FAULTS. LOCATED CLOSE TO THE SITE (ELSINORE FAULT IS APPROXIMATELY ' 145' MILES NORTHEASt). V V • - V ' GRADING WILL BE LIMITED 10 RECOMPACTION OF SIJBGRADE •AFTER EXISTING MATERIAL ,,I.S STRIPED. CARE SHOULD BE TAKEN TO REMOVE., ALL •: V OLD ROOTS' AT , TREE'LOCATIONS WITHIN THE CONSTRUCTION AREA. V 4. - .. • - V • + -- V ' -" : - - V 'V • V , V PROPERTY DEVELOPMENT ENGINEERS, INC. ' '• -. -• S / ENGINEERING.SOILSTESTINGSSIJRVEVING THE. PROPOSED CONSTRUCTION WILL CONSIST OF AN "AT GRADE" PAD WHICH CAN BE ACCOMPLISHED QUITE, SATISFACTORILY ONSITE. WE RECOMMEND THAT THE CONTINUOUS FOOTINGS .OF THE STRUCTURE BE REINFORCED WITH ONE #4 BAR, TOP g BOTTOM, AS MINIMUM REINFORCEMENT. ALTHOUGH -. REINFORCEMENT OF THE SLAB FLOORS IS NOT MANDATORY, WE RECOMMEND THAT THE SLABS BE REINFORCED WITH 6" x 6" X 10 GA. WELDED WIRE MESH. A ,VAPOR BARRIER OF -6 MIL VISQIJEEN SHOULD BE SANDWICHED IN A 4`SAND BLANKET, BELOW FLOOR SLABS. SELECT ONSITE SAND MAY BE USED. ACTIVE AND PASSIVE FLUID PRESSURES OF '45 AND 300#/PsF AND A FRICTION FACTOR OF .4 :SHOULD BE USED FOR DESIGN OF WALL FOOTING , SIZES AND AN. ALLOWABLE SOIL BEARING PRESSURE OF 1500#/SF MAY BE USED. ALL FOUNDATIONS SHALL HAVE A MINIMUM SIZE AS DETERMINED BY TABLE 28-A OF THE UNIFORM BUILDING CODE.: CARE SHOULD BE TAKEN TO REMOVE OLD SEPTIC 'SYSTEMS PROPERLY AND RECOMPACTION OF THE • EXISTING SEWER LATERAL WILL BE NECESSARY. THE- GRADING SHOULD' BE DONE IN ACCORDANCE WITH THE APPROVED -,GRADING PLAN, THE GRADING ORDINANCE OF :THE CITY' OF CARLSBAD AND THE ATTACHED- STANDARD SPECIFICATIONS ' FOR THE PLACEMENT OF COMPACTED FILLED GROUND.: WE HAVE BEEN,CONTACTED AND WILL.BE AVAILABLE TO DO THE NECESSARY,' ENGINEERING: WORK FOR CERTIFICATION WHEN THE GRADING WORK PROGRESSES. SPECIAL, FQOTI'NG DESIGN WILL BE RECOMMENDED IF' NECESSARY AT THAT TIME. -• - • JbHN E. VERNON - - RC.E. •21121: ••. • Exp. 9/30/89 SEE ATTACHMENTS 1) STANDARD SPECIFICATION FOR THE , .• • PLACEMENT OF COMPACTED FILLED GROUND GuIDELI1iES FOR ' • -•' en D. SKETCH f OF - 2 - LL H" - 9) _r\ - -4: I / )< /V - - -- 'S V JOHN VERNON & ASSOCIATES 1859S ESCONDIDO BLVD V V V ESCONDIDO, CA 92025 TEL (619) 743-8808 STANDARD SPECIFICATIONS FOR PLACEMENT .. OF COMPACTED -FILLED GROUND . Objective: - Obtain filled ground which is uniform and has adequate internal V • V.strengthVto support any structures proposed. The inethod'by which this is obtained is 'described herein. • . V V Preliminary Proceedures 1. Permits - Owner shall ascertain the grading permit require- ments of the, agency whose jurisdiction Covers the land on which the V grading is to be pei'formed and. shall be responsible for complying V with them. . V V " 2. Water - An adequate water supply shall -be provided so that V compaction of filled, ground will not be delayed. 3 Soils Engineer -'A soils.-engineer-shall be retained to pro- vide direction in grading, testing for compaction and certification ,--'that the grading complies with grading ordinances and with approved grading plans. Grading:- Clearing and Grubbing - All natural surface which is to be V covered by filled ground, excavated or needed for brow ditches, V . swales'or other grading appurtenances shall be cleared and grubbed.. Trees, shrubs and grass, as well as organic overburden shall be ' removed from the area to be graded. Cleared material may be disposed of as approved by the local controlling' agency.' No embankment shall V consist of'tree.3', shrubs or.other' organic material. S. - 'Natural Ground Pr,eparation Natural ground shall be excavated from beneath embankment areas to solid': material, the exact depth as - determined .by the 'soils,eng.ineer. This material shall be brought .. 'to proper moisture content and' recoinpàcted to not less than 90% V ' • maximum density as determined by A.-S.T.M. D-1557-70. V 11 U S. 0 JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. or •0 ESCONDIDO, CA 92025 TEL. (619)743.8808 Any existing fill which has not been certified must be removed and recompacted.. ° If the slope of the existing ground exceeds 1' vertical in 6' horizontal, a bench cut level, 10, wide shall be excavated at the toe ofthe fill. This. will allow the embankment to be placed on a horizontal base for more uniform compaction. Embankment Placement -. Fill material should consist of native or imported material which has been brought to the optimum moisture -:content. Material to be used for embankments may have rocks with diameters grea-t6rthan.12"• providing they are -evenly distribütéd in thè soil mixture and -are at least 3' below finish grade. Fill lopes.. shall not conist-of, nor be founded on, large rocks. Although rocks may be placed along 'the outside of the toe of the fill slopes. '-Rock placement in eibankrnents shall be under direct supervision of the soils engineer. I: Embankment material shall be placed in layers varying from 6—to 12". deep depending on soil type and compacted by suitable compact- .—.lye effort to a density Of not less than 90 of the maximum density as determined by A.S.T.r'. D-1557-70. Moisture content and depth of layers shall bede.termined.by the soil engineer at the time of grading, and shall be updated whenever embankment soil types change. As the embankment :inçreases in elevation new benches shall be cut intooriginal ground. Benches shall be at least 6' horizontally into natural ground, be level and shall occur at intervals to be determined by the soils engineer at the time Of grading. Compaction may be obtained by the use-6f -any combination of equip-ment which will result in an embankment that is properly compacted, uniform in moisture and properly finished to the lines and grades shown on the plans or to those set forth in the applicable grading ordinance. Additional Grading_. Cut slopes shall be cut to the lines and grades as shown -on the plans or set forth in the applicable • grading ordinance. (2) PROPERTY DEVELOPMENT ENGINEERS £NSINEININQ • SO*s.$ YCITINS • $UØVEYINQ JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. - . - ESCONDIDO, CA 92025 TEL (619) 743 8808 Cut slopes shall be protected from erosion by brow ditches. Brow ditches shall be either earthen or lined with erosion resistant material as'. shown on the plans or as recommended by the engineer. ,'Embankments shall be protected from erosion by placing an earthen 'berm along the top of slope for the entire perimeter of the fill. Where drainage is brought down the slope, the drainage way shall be lined with erosion resistant material to prevent loss of embank- rnent slopes. Where eaves are located less than 5' horizontally from -top of fill slopes, eaves troughs shall be provided to prevent weakening of slope due to water intrusion. - - All areas of the building pad must be well drained. Drainage swales shall have a. mimimum slope' of 1' vertical in 100.' horiontal unpaved or 1' vertical in 200" horizontal paved with concrete. Drainage shall be provided to ensure foundations will not be Subjected to . . ponded water. (3) PROPERTY DEVELOPMENT ENGINEERS ENQINCCINO I SOILS TESTING • SuRvEYING . - .. JOHN VERNON & ASSOCIATES 1859 S. ESCONDIDO BLVD. ESCONDIDO, CA 92025 TEL. (619) 743-8808 MAINTENANCE GUIDELINES FOR HOME OWNERS HOMESITES, IN GENERAL, AND HILLSIDE LOTS, IN PARTICULAR, NEED V MAINTENANCE TO CONTINUE TO FUNCTION AND RETAIN THEIR VALUE. MANY . HOMEOWNERS ARE UNAWARE OF THIS AND ALLOW DETERIORATION OF THEIR PROPERTY. IT IS IMPORTANT TO FAMILIARIZE HOMEOWNERS WITH SOME GUIDELINES FOR MAINTENANCE OF THEIR PROPERTIES AND MAKE THEM tJ. '.AWARE OF THE IMPORTANCE OF MAINTENANCE.'. •,:SOME GOVERNING AGENCIES REQUIRE HILLSIDE PROPERTY DEVELOPERS TO UTILIZE SPECIFIC METHODS OF ENGINEERING AND CONSTRUCTION TO '.;Y . PROTECT THOSE INVESTING IN IMPROVED LOTS OR CONSTRUCTED HOMES. FOR gXAMPLE, THE DEVELOPER MAY BE REQUIRED TO GRADE THE PROPERTY IN SUCH A MANNER THAT RAINWATER WILL BE DRAINED AWAY FROM THE LOT AND. TO PLANT: SLOPES SO THAT EROSION WILL BE MINIMIZED. HE MAY ALSO BE REQUIRED TO INSTALL PERMANENT DRAINS. 'HOWEVER, ONCE' THE LOT IS PURCHASED, IT IS THE BUYER'S RESPONSIBILITY TO MAINTAIN THESE SAFETY FEATURES BY OBSERVING A '.PRUDENT -PROGRAM OF LOT CARE AND MAINTENANCE. FAILURE TO MAKE 'REGULAR -INSPECTION AND MAINTENANCE OF DRAINAGE DEVICES -AND .,;'-SLOPING AREAS MAY CAUSE SEVERE FINANCIAL LOSS. IN ADDITION TO HIS OWN PROPERTY DAMAGE, HE MAY BE SUBJECT TO CIVIL LIABILITY FOR ..DAMAGE OCCURRING TO NEIGHBORING PROPERTIES AS A RESULT OF HIS - ...NEGLIGENCE. "V - V • ••V THE FOLLOWING • MAINTENANCE GUIDELINES ARE PROVIDED FOR THE PROTECTION OF THE HOMEOWNER'S INVESTMENT ! 1. SURFACE DRAINAGE MUST BE DIRECTED AWAY FROM • STRUCTURAL FOUNDATIONS TO PREVENT PONDING OF STORM WATERS OR IRRIGATION' -. ADJACENT TO FOOTINGS '. 2. 'CARE SHOULD BE TAKEN THAT SLOPES, TERRACES, BERMS (RIDGES AT CROWN-OF SLOPES) AND PROPER LOT DRAINAGE ARE NOT DISTURBED. V SURFACE DRAINAGE SHOULD BE CONDUCTED FROM THE REAR YARD TO - • THE STREET THROUGH THE SIDE YARD, OR TO NATURAL DRAINAGE WAYS V.WITHIN THE PROPERTY BOUNDARY. -.• '.. • ' . V • - 3 IN GENERAL, ROOF AND YARD RUNOFF SHOULD BE CONDUCTED TO EITHER THE STREET OR STORM DRAIN BY NONEROSIVE DEVICES SUCH - ' AS SIDEWALKS, DRAINAGE PIPES, GROUND GUTTERS AND DRIVEWAYS. . DRAINAGE • SYSTEMS SHOULD NOT BE ALTERED WITHOUT EXPERT - CONSULTATION. PROPERTY DEVELOPMENT ENGINEERS. INC. V ENGINEERING .SOILS TESTING .SURVEYING • V • r. 4. ALL DRAINS SHOULD BE KEPT CLEANED AND UNCLOGGED, INCLUDING GUTTERS AND DOWNSPOUTS. TERRACE DRAINS OR GUNITE DITCHES SHOULD BE -KEPT FREE OF DEBRIS TO ALLOW PROPER DRAINAGE. • DURING HEAVY RAIN PERIODS, PERFORMANCE OF THE DRAINAGE SYSTEM SHOULD BE INSPECTED. PROBLEMS, SUCH AS GULLYING AND PONDING, ' IF OBSERVED, SHOULD CORRECTED AS SOON AS POSSIBLE. BE ' ' 5. ANY LEAKAGE FROM POOLS, WATERLINES, ETC.' OR BYPASSING OF DRAINS SHOULD BE REPAIRED AS SOON AS PRACTICAL. -• '. 6. ANIMAL BURROWS SHOULD BE ELIMINATED SINCE THEY MAY CAUSE DIVERSION OF SURFACE RUNOFF, PROMOTE ACCELERATED EROSION, AND '• '• '• EVEN TRIGGER SHALLOW SOIL FLOWAGE. • SLOPES SHOULD NOT BE ALTERED WITHOUT EXPERT CONSULTATION. WHENEVER A HOMEOWNER PLANS A SIGNIFICANT TOPOGRAPHIC ,MODIFICATION OF THE LOT OR SLOPE, A QUALIFIED SOILS ENGINEERING CONSULTANT SHOULD BE CONTACTED. '• . - 8. IF THE' HOMEOWNER PLANS MODIFICATION OF CUT OR NATURAL SLOPES ' WITHIN HIS PROPERTY, A SOILS ENGINEERING CONSULTANT SHOULD BE - ' CONSULTED. ANY OVERSTEEPENING MAY RESULT IN A NEED FOR - 'EXPENSIVE RETAINING DEVICES. UNDERCUTTING OF A TOE-OF-SLOPE WOULD REDUCE THE SAFETY FACTOR OF THE SLOPE AND SHOULD NOT BE - UNDERTAKEN WITHOUT EXPERT CONSULTATION. IF UNUSUAL CRACKING, SETTLING OR EARTH SLIPPAGE OCCURS ON THE PROPERTY, THE HOMEOWNER SHOULD CONSULT A QUALIFIED SOIL ENGINEER OR AN ENGINEERING GEOLOGIST IMMEDIATELY. THE MOST COMMON CAUSES OF SLOPE EROSION AND SHALLOW SLOPE -• FAILURES ARE AS FOLLOWS: • :- A. ,GROSS NEGLECT OF THE .CARE AND MAINTENANCE OF THE 41 SLOPES AND DRAINAGE DEVICES. ' -• ', B. INADEQUATE AND/OR IMPROPER PLANTING. (BARREN AREAS 4-:S0UtD BE REPLANTED AS SOON AS POSSIBLE.) - C. EXCESSIVE OR INSUFFICIENT IRRIGATION OR DIVERSION ' OF RUNOFF OVER THE SLOPE. 11. ,HOMEOWNERS SHOULD NOT LET CONDITIONS ON THEIR PROPERTY CREATE A PROBLEM FOR THEIR NEIGHBOR'S. COOPERATION WITH * " • NEIGHBORS COULD PREVENT PROBLEMS, PROMOTE SLOPE STABILITY, ,•' • ADEQUATEDRAINAGE, PROPER MAINTENANCE, AND ALSO INCREASE THE 4: 4 ' •' - ,AESTHETIC ATTRACTIVENESS OF THE COMMUNITY. •' r. .4 • ••,' •'. ' . • ••, -2- .• r - - i'CARLSBAD UNIFIED SCHOOL DISTRICT - fl CARLSBAD HIGH SCHOOL RECEIPT NO fj VALLEY JUNIqR HIGH SCHOOL 10024 RECEIVE; &N ? DATE OCO - - FOR:0 - I USE OF SCHOOL FACILITIES/RENTALS - $ - RELMBURSEENTS $3, O 19 c) - USE OF SCHOOL BUS $ _____________ TELEPHONE COMMISSIONS $ DAMAGE TO SCHOOL PROPERTY $ _____________ INSURANCE CLAIMS $ DAMAGED OR LOST BOOKS $ _____________ REIMBURSEMENTS $ - (EMPLOYEES) '. SALE OF SURPLUS - $ TOTAL INCOMEL' - ABATEMENT F-] CHARGE TO ACCOUNT NO. - - - - RECEIVED CASH CHECK RECEIVED BY -1 - -• - - •' - -:: . - • • S • S - -