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Home My WebLink About2712 LLAMA CT; ; 86-478; Permit.. z 0 ;:: : :5 u .. 0 .. i[ (.) .. .. 0 ~ 3 ~ .. z 3 0 z 0 ~ z .. .. "' 0 u .. ir .. " .. 0 3 ![ D I hereby affirm that I am licensed under prcwlslons of Chapter 9 (commencing with S.Ctlon 7000) ol Division 3 of the Business and Professions Code, and my license 1s in full force and ellect I hereby af1Irm tha1 I am e~empl from lhe Contrac I to<s License Law for the 10IIow,ng reason (Sec 7031 5 Busrness and Professions C()(le Any c1!y or county wh,cr, re qu,res a perm,1 1o construct, alter ,mprove. demol,sh. or repair any structure, prior to ,ts ,ssuance also requires the ap pIIcant for such perm,1 to hie a sIqned stalement that he ,s I,censed pursuant to lhe prov,s,ons o! the ConIractor·s License Law (Chapter g commencing with Section 7000 ot D1v,s,on 3 o1 the Business and Professions Code) or th al ,, ex empl therefrom and the basis for the alleged exemp1>0n Any vI0Ia11on at Sect10n 7031.5 by an applicant lor a permit sub 1 Iects !he applicant to a c1v1I penally of not more than hve hun dred dollars ($500) , I. as owner ol the properly. or my employees with wages as their sole compensation. will do the work. and the struc ture Is not intended or oflerITTI for sale (Sec 7044. Business I and Professions Code The Contractor's License Law de>es nol apply to an owner of property who builds or improves thereon and who does such work himself or 1hrough his own employees. provided tha1 such ,mprovemenls are not ,ntend ed or offered lor sale If, however. the buIldIng or ,mprove ment Is sold w1thm one year ot completion, The owner-builder will have the burden 01 provmg thal he did nol buold or ,m-prove !or the purpose ol sale] I, as owner of the property, am exclusively contracting 1 w,th licensed contractors to cons1ruct the proIect (Sec 7044 Business and Pro1ess1ons Code: The Conlrac!or's license 1 law does not apply to an owner of property who builds or im- proves thereon. and who contracts for each proIects w11h a contractor(s) license pursuant to the Con1,aclor's License Law) l--: As a homeowner I am ,mprovIng my home and the lollow Ing condItmns exost 1 The work Is being performed prior to sale 2 I have l,ved ,n my home tor lwelve months prior to completion of th,s work I have no1 claimed this exemp1Ion dur,ng the last 1hree years L lamexemptunderSec ______ ,B&P.C !or this reason ____________ _ I ~I hereby aff<rm that I !lase a cert1f1cate of consent 1o ! :~;~~:st:; i~=r~~1~~11;oa~: ~fe~~;~:~:.~;~~~::•~~~~; ! POLICY NO t COMPANY ~ Copy ;5 tiled with the c,ty Certified copy Is llereby furnished CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE ITh1s section need not be completed ii the perm,t Is for one hundred dollars {$1001 or less) ~ I certrfy that in the performance of the work Jor which lh1s permit Is issued. I shall not employ any person ,n any I manner so as to become subIect to the Workers Compen- satoon Laws of Callforn,a NOTICE TO APPLICANT. 11. after making this Certificate of Exemphon. you should become subject to the Workers Compensation prov,s,ons of the Labor Code. you must for1hw,th comply with such pro,is1ons or th,s perm,! shall be deemed revoked ___; I hereby affirm that there Is a cons1ruct1on lending I agency for the performance of the work for whIcr this per-I m,t Is issued (Sec 3097. Civil CodeJ lender"s Name __ lenoer s Address USE BALL POINT PEN ONLY & PRESS HARO APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-4859 (619) 438-1161 JOB ADDRESS t,LJ!I m 14 AV. ST.RO. NEAREST CROSS ST. OATE OF APPLICATION BUSINESS LICENSE # VALUATION PERMIT NUMBER C:Z7/:l CaJvd-Lkm4:-~ /z /-z-e_/ el',,,. I :,314-.?<I,~ 102-., fl-"/7l ~',,,ii ,coc4, 1 u:ic:r~ I ASSESSOfl PARCEL NO; CONTRACTOR CONTRACTORS PHONE # ZONE J "7 ' c::,_ 4--r'2. "'¥,,A. llb~~Nti ~. ,zq31~5 OWNER"S NAME , I OWNER'S PHONE ...-a.-1 I:'.'.-+ CMo/ Yvw~ '14-2.&Sz... c;,A;ce!~o~-, ~ 1-~ , \ fl e,e STATE LICENSE NO. BUILDING SQ. FOOTAGE 51B1"1-.:-S-44--{) OWNER'S MAILING ADDRESS , 1 <t (--2_, -ov I fµ ..e. ,GJ. I ,w4,h,,d_ DESIGNER I ( OESIGNE R'S PHOl\lE 'isob~~ez._ 7ty!efi~S OESCRfPTtON Of" WORK I O~NEA'S ADDRESS tLL STATE LICENSE NO. 5". ~ J> ?o~""'-=--" 1041, {kv ;j (j LI~ iJ u l. ·-·--·-------,;.,,:.:;_/ 0::..::..1 t,t;.r-~;,'\ J -;~/\..' ~ .. ✓---u FLA ELEV . NO ace GP EDU vO '-0 s,:.IES ~3 I I l PAs1~,c~ RES U;TS I GRADING PERMIT ISSUEO I REDEVELOPMENT TYPE DCC LOAD Fl RE SPF! AREA c,//J ,□ v<" y □ N □ •O ""□ Not Vil/id Un/I!$; Milchine Certified 1-9 d',00 I\ QTY. PLUMBING PERMIT -ISSUE OTY. MECHANICAL PERMIT -ISSUE SUMMARY/ACCOUNT NUMBER /h EACH FIXTURE TRAP !a",,) ~~ / INSTALL FURN. DUCTS iJP TO 100 000 BTU ,f -BUILDING PERMIT 00 1-810-00-00-8220 .-LA";_ J EACH BUILDING SEWER b :,~ □VER 100,000 BTU SIGN PERM!T 001-810-00-00-8221 // I t------------------/ EACH WATER HEATER ANO OR VENT i A~--BO!LER.COMPRESSQR UP TO 3 HP PLAN CHECK 001-81 0-00-00-8821 .ut_.s--/ EACH GAS SYSTEM 1 l O 4 OUTLE rs j _?-~.::-BOILER;COMPRESSOR 3 15 HP TOTAL PLUMBING 001·81 O· 00·00·8222 ':;~ -, 11') \' --------------------. ~-r\ EACH GAS SYSTEM '.J OR MORE ' / ME""AL FIREPLACE 3 -ELECTRICAL 001-81 0-00-00-8223 ~~CH ~~~T~~ ~~~'._R_EPAl_~~~TER P,PE---r ----=-· __ !---------b-/<1-~ __:, VENT FAN SINGLE DUCT M~CHANICM '"R E-'0:_8 __ 10-00-00-8224 ~ ---------------.. .).... EACH VACUUM BREAKER I ,5"' .-MECH EXHAUST HO □□·□UCTS -,... 1<oli11l<rA. -81 o oo 00-8221 WATERSOfTNER ! RELOCATION OF EA FURNACE,HEATER a ·-001-81 Q-00·00·8226 -oocMO --- EACH ROOf-DRi'.1.I\: \S'Dl: / DRYER VENT ;;;.....- STR~O~") 1987 880-519-92-33 _ _,! =--I , •· I TOHiL MECHANICAL FlflU <e ';' 001-81 0-00-00-8227 I----------------if----II TOT Al PLUMBING I /.,,,,-PUBLIC FACILITIFS -00-00-8740 -6-174 -~Hiv;EIR ~-ll.UWVU'IQ-8740 -"'"""" --QTY. ELECTRICAL PERMIT -ISSUE i OTY. MOBILE HOME SETUP NlJ . 'LJ I I NEW CONST EA AMP SWT BKR /C,c) ~PV1r. .::Zs --CAR PORT -TIF 134-810-00-00-8835 / -·------------- / '7,-, - ---- I PH 3 PH AWNING LA COSTA TIF 133·810·00·00·8835 -- EXIST BLDG EA AMP·SWT 8KR GARAGE FMF , LICENSE TAX • o·.,__ < ---.5.30.3 --I PH 1 PH 001-8 1 0-G0 ·00-8162 -- REMODEL·ALHR PER (IRCUIT MFF 880-519-92-57 /S9z,_ -~ ---------~---~~-,,:;.., ··------------ TEMP POLE ?00 AMPS ------- OVER ?00 AMPS ---------- TEMP OCCUPANCY 1]0 DAYSI ' --------~----I< "lliPi -Y---CREDIT DEPOSIT TflTAl HFLIRICAL ! 4G~i TClTAl TOTAL FEES PAYABLE I ? q o.~ g_£_,. . I I HAVE CAAEFUtLY EXAMINED TH-€ COMPLETED "APPLICATION AND PERM!T" AND DO HEREBY E,.,piration. Every per_m1t Issue<1 by the Building Official under the prov,s,ons of this * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OYER CERTIFY UNDER P.ENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall 8)1.p1re by ltm1tatron and become null and void !I the building or work 5· O'" DEEP ANO OEMOtJTION OR CONSTRUCTION OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT I& au!honzed by such permit Is not commenced w,thrn 180 days from !he dateo! such STRUCTURES OVER 3 STORIES IN HEIGHT permit. or if the bt.11ld1nff or work eulhorized by such permit 1s su~pended or ISSUED: TO COMPLY WITH ALL CHY. COUNlY AND STATE LAWS GOVERNING BUILDING CON-abandoned at anv time a er the work ,s commenced 101 a ...,,nod of 180 da~s STRUCT!ON, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND AP~ S!Gfj'RE • ' I I ) __.0WNER □ CONTRACTOR~ APPROVED BY DATE , KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABlLIT!ES. JUDGMENTS. COSTS AND # (1/✓;ft EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE ,/\Al .,,., A BY PHONE~ GRANTING OF THIS PERMIT. V '( V -. I \ w LL '"' :;; 0 °' E w :~ .2 0 CJ C m 0 °' °' <{ I ~ C a: 0 ' ~ w ' ' <{ I ~ .2 w > w 0 C m C U: ~ C w ~ CJ 0 u w °' ' C .!" ~ ,: TYPE DATE INSPECTOR 1 ____ --{,; -47f{ BUILDING ___________________________ _._.,,..._ FOUNDATION F REINFORCED STEEL __ REOUIRED SPECl~-~NSPECTIONS I tc=--= INSPECTORS NOTES MASONRY l,--~ ---HEQ IC INSPFCTOR s -1~-r~1ECTION ~ I AP o GUNITE OR GROUT -1-----,-----~------~ __ -~---•·-__ CHECKED; PR '✓:" DATE SUB FRAME □ FLOOR ,J CEl'i.lMG --,.-+--,--1 SHEATHING .12"1100F □ SHEAR -t1F'::!;~~ , c,.,c;c,,r,,-,,...,,,s,, FRAME l c:· 6L/(llr-1~C:f1Ncri~-lf:_ ---t----EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL I I'S ·[I.\· 21 I V:'rA'I, v ! PLUMBING 1 □ SEWER AND BL/CO □ ~"li: SH1ES'.ii:-D '.J''\J :,:;E~t: r\·1c; -r;,c.~-,-,-C:.-L-::----t--·- C1_:r'<,.:,:i~- ;,,cL2 v1E:,81Nr_; H1,;e, Sl 9EN(]h7 f30L is --+------ -----t -----_.___, l ~----+---- UNDERGROUND ..oi!!K'JASTE r--------------------+-----, TOP OUT ASTE TUB AND SHOWER PAN ; ~ S1-"[C1A, '.JA'_i'.Jl'..F-iv r--····-----------+-------- GAS TEST I lf-;,7,37114-:-----!i c~;-~,r.sso,"· ----+-------+--------+-----□ WATER HEATER □ SOLAR WATER - -i l...,._ ____________ -----------=ELc-:E=-:C::::T::::R:-:-IC::-A-:-:-L--cl---t----+-/-1-_lt--__J I D ELECTRIC UNDERGROUND ,.IB"1.JFFER 9--:c;r/f} J: --t-----+ ------ f----------------+----------+- ROUGH ELECTRIC : -7-c-t:,.-fflt{C.,-, l'lif:o.:::, ~-" □ ELECTRIC SERVICE □ TEM~ORARY P-1£/~--1 r t---- □ BONDING D POOL ----------+----------+------ ..l. MECHANICAL I □ DUCT & PLEM., □ REF. PlfllNG i .C,\•\f!{:bt\·;~~l t,:f~·: -,'?:;;·-·, ·:_:·/~.-c,, ,, C! cv.;r <'!Ht<O L ' ... •• • T .,._ I·• b I: .i > ........ ,, 11 ,1,/1 HEAT -AIR COND. SYSTEMS -1 // _L-ii?'°i 1----------------------------1 VENTILATING SYSTEMS 1 J'if 1.¥ I CALL FOR FINAL INSPECT.ION WHEN ALL APPROPRIATE ITEMS ABOVE HA,VE BEEN APPROVED. FINAL PLUMBING .,, ELECTRICAL MECHANICAL GAS BUILDING SPECIAL CONDITIONS ' ' City of Carlsbad MISCELLANEOUS • • 1200 ELM. CARLSBAD, CA 92008 • TEL. (619) 438-5525 RECEIPT ' ., 71-VLI~ Co.;tF "'I Job MISCELLANEOUS FEE RECEIPT Address . ./ Owner \r--r~ ---P<te ~~ l'-11 □ • PLAN CHECK FEE 001·810·00-00-8821 Mailing lo fbE '(14j □ Address VALUATION c,,y ~~ I Zip l 2a Tel, 1 + 2 &? '2. □ Contractor , 14 uJo .--□ ,"\I~ . Address IP# 1i ·J.d. 'J( □ TV\, C11y "~l~~ 1z,p 1 ~ Tel..., □ f~b-5 □ S1a1e L,c >-I J;t""-:;:i '* Cily S Class,! --L,c. No. □ □ □ 1, LEGAL DESCRIPTION II OJ. t iiii J. . -□ v I □ ASSESSORS PARCEL NO 'Z IS-4 I -1-"2-n DESCRIPTION OF WORK .--g )I IJ ~ n A~IP ~,1lu ~bc:d~ n '-J I n ,,J ~h 2.~CVit-r~ □ v \J □ -~ L/}7/ □ PLAN ID NO. n □ □ 7, I• r✓,~?-Wor~I°~ TOTAL FEE $ CONTACT PERSON •WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE \ ,t:A-4-T~k~vc APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE ADDRESS FORFEITED TO THE CITY , PHONE# , itf.'3Rb5 1~ COMMENTS: ZIP ~~ Date } ;o/8(o Sig,,ature of Appl leant ' ( "-., White -Applicant Yellow -File Pink -(1) Finance (2) Data Process Gold -Assessor FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-478 7-17-87 DATE: PROJECT NAME: --------------------------------- 2712 J.lau Ct ADDRESS: ----------------------------------- PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: _______ _ TYPE OF UNIT: ofd _____________ NUMBER OF UNITS: unk CONTACT PERSON: _______________________________ _ unk CONTACT TELEPHONE: ______________________________ _ INSPECTED~~ <1ATE . 17) BY: ~NSPECTED~~'-<-.,,1,,,C--- INSPECTED DATE BY:__________ INSPECTED: INSPECTED BY: _________ _ DATE INSPECTED: APPROVED DISAPPROVED __ _ APPROVED DISAPPROVED __ _ COMMENTS:---------------------------------- Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-478 DATE: 7-17-87 PROJECT NAME: --------------------------------- ADDRESS: 2712 Llama Ct PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: _______ _ 1 TYPE OF UNIT: sfd _____________ NUMBER OF UNITS: CONTACT PERSON: ____ u_n_k ___________________________ _ unk CONTACT TELEPHONE: ______________________________ _ ll dpt INSPECTED BY: _________ _ INSPECTED BY: _________ _ INSPECTED BY: _________ _ DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED __ _ APPROVED DISAPPROVED __ _ APPROVED DISAPPROVED __ _ Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION ·• PLAN CHECK NUMBER: 86-478 DATE: 7-17-87 PROJECT NAME: --------------------------------- ADDRESS: _______ 2_7_1_2_L_l_ama __ c_t ______________________ _ PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: _______ _ TYPE OF UNIT: _____ sf_d _______ NUMBER OF UNITS: 1 CONTACTPERSON:. ____ u_n_k __________________________ _ CONTACT TELEPHONE: ___ u_n_k __________________________ _ INSPECTED ~ BY: _________ _ INSPECTED BY: _________ _ INSPECTED BY: _________ _ I~ 'lt DATE 'JUL. 2 2 1987 INSPECTED: DATE INSPECTED: DATE INSPECTED: gg~ta Real Mun,ci0ff \f ! •..-:• -..:•:· -~, / APPROVED DISAPPROVED __ _ APPROVED DISAPPROVED __ _ APPROVED DISAPPROVED __ _ 4 E · · O COMMENTS: ____ __,,,,::..n:....gL!.m:..:..e""'e.><.:...!r,.!..!n..;::JgWIL2'<eEu.,.,_a,,._,rt..,_,n"'-'·"""';:·1u.:uL..-_________________ _ '8~::::.:~:~-:.-::::·:. <e 1 ~> 438-3367 JUL 2 O 1987 Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 86-478 7-17-87 DATE: PROJECT NAME: ---------------------------------- ADDRESS: 2712 Llama Ct PROJECT NO.: UNIT NUMBER: PHASE NO.: TYPE OF UNIT: sfd NUMBER OF UNITS: 1 unk CONTACT PERSON: ________________________________ _ unk CONTACT TELEPHONE: _______________________________ _ ~,. l deot ~y~PECTE6W -~ DATE 7/4 ( /f 7 APPROVED v---DISAPPROVED INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED .. COMMENTS: ----------------'--------------------- Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PIN K: Planning GOLD: Fire ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560· 1468 DATE: JURISDICTION: ury OF U:......LJ :<:,B-A,.Y) LAN CHECKER OFILE COPY OUPS PLAN CHECK NO: 0 DESIGNER PROJECT ADDRESS: 2-7 I 2.. LL.A.NI---LD/..)/2-1 PROJECT NAME: □ D □ • □ • ·' □ • □ 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 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. · 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: efrr¥? IM?~Jv4=J lbY':t Th:HA-~ A\/E I J cH l tl±r(J;). Cd"r qzeoS?> Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did been completed. advise applicant that the plan check has .\ Person contacted: ,t=fl-COl'-S Noint{AJ(;i (l..£.Fr H£561.q£,_,1 I 72-q -~11,S 01'<. Date contacted: /11 J:12/Bb Telephone II 7:2."(-P,38D REMARKS: _________________________ _ By:,~C(n,fl//11 a. ~nclosures: ___________ _ ESGIL cpRPORATI0N II J-S/~ JURISDICTION: <N:dk'Bf',..O DATE Jl)e,/8 t, Enclosures: ---------- PROJECT ADDRESS: -;i..)12, LJ....b..Hb C..OVB-;r To, ee aa~~ l'dOl?nH.vrt= I 1p Y 4 T'N::fe?N 1L bllE , Date plans received by jurisdiction Date plans received by plan checker~Sl:, Oat., initial ,>lan check completed...!!]jjjfji,y II F , £c..a.JY) 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.~ r,\ Please make all corrections on the original V tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, ,,J ~;fi,~!1"4 afi?s:;:~% EJ::= · 0 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. ~, .,,,.ALr::" 1i::: -ycV l+A-\)E:., NJ-1 GIU~ria,J✓.,, r~ ._o/JT1',<L..1 71',-H,1..12-J>. F/bl...>l-E..)12_ Q r...~1L c..ct'LI'. f 1,,1f/ ')'b~o-IL/ b s. PLAN CHECK NO: ek,-Y7'2)Ir D APPLICANT COPY D JURISDICTION COPY D PLAN CHECKER COPY D FILE COPY t)/.-) 112-E~L\/€..P 1rE.M".., / 'c, <-<>l"-11£L.-TTOJJ LI '>r' /!-EFElleru<-i;: S <AU..,'5,. uo ,e..e..v,~e../:J cNL$411a4 ,-.,£.t.E_ itaewe:.~ IYi ESLr•L. . DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR •• SUITE 208 SAN DIEGO, CA 92123 (619) 560· 1468 JURISDICTION: CITY OF CARLSBAD PLAN CHECK NO: c,.e ~ (;,-Y7<) .:C PROJECT ADDRESS: ...c-:2:....7....,__.:..../7-_---=L=-'....c.·t,..:•:....H:..t./:>-,-_,_· __,c...q_-=~).u:0::=--- PROJECT NAME: _.ML-!.µ) H'-'--_-'=D'-"A!""="Faaa..,_,__,_H....:c'A=t,!==S=t/--=------- □ □ □ • □ • □ Iii The plans transrnittea 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 identified on the enclosed check list 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 s·ubmitted 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 :e:,'(2.Co~":> NQ@n±I IJ 6t I !<at../ y ::n::--H~ • I b'fLL~ ~ I I A fZ.CDP.., ., sent to: txVfF. I :, 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: e:;e..cc,I':-'=> k:Q!-:l1Jllvq--/JO cv,s.«.er Date contacted: !Oil Telephone#_ T2"f-3-j,bS 0 Y2- --r.2. ci .:.. -a~ cao REMARKS: • -CIIIIX% 110. __ fi?u,:::_-_Y:..!.7.i..B!.=r~~- JllRISDicrIOII: m: ~'fb NolYJt/U C~ 11oY Y Thl--1i"::£-A<d<-A,,VE · :; 1-zcoB DLEl'Bllll! 110. _7..£..4:.Z-:....'1L._----'3:::....c"l...:bS---'---'-- l!IICLllSlllll!: f::IANQ/Z.AI L ag::rA,/l <> Date plans received by jurisdiction: I I Date plans received by Esgil Corporation: qJ1oleG I I Date initial plan check completed: El~!(. , Applicant contact person: Plan check is limited to teclmical 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. Present califomia law mandates that residential construction comply with Title 24 and the following model codes: 1982 UBC (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. 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. Io 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 to enclose the marked up list when you submit the revised plans. carlsbad List 10, Single Family Dwelling and Duplex With All Supplements l 3/25/86 A. PLAllS t,') 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: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, california 92123, (619) 560-1468. / 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, 'ii(a name of the legal owner and name of person responsible for the preparation of the plans. Section 302 (a) 7. n Plans, specifications and calculations shall ~sfed by a california state licensed engineer or architect. (california Bus~ss and Professions Code). ('=>J;.E.... ~f/\.)) /.. 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). G) 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. '7'\ Submit fully dimensioned plot plan drawn to Va1e 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). (If= nt€-" 1c:.X1!:.T" ) @ nt:t:z (l.F-EE,e....p TO (LAIJ 17<...- < A( ( Q 2 3/25/86 ~ndicate distance from center line of street or alley to property line and distance from property lines to proposed building. Section 302 (c). B. Fillll Pl<Dll!Ctlufl /. 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 square feet on any floor. (Table 5. A. Section 1709 (a)). .. / Projections, including eaves, may not ~~end 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). /Plastic skylights shall not be installed within 81 of an exterior wall located where openings in such exterior wall required to be protected. Section 5207 (a) 7. are prohibited or /rojections, including eaves, shall be one-hour fire-re~istive construction, heavy timber or of noncombustible material if they project into the 31 setback area from the property line. Section 1710. ./Show location of pennanently wired smoke ~~ec:or, 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 basement of dwelling wtits having a stairway which opens from the basement into the dwelling. Such detector shall be coMected to a sowtding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210. c. llllCM SIZES, LIGHr, Vl!lfflLAnOII A1lll GLAZIJIG G Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Section 1207 (b).(OF=f=IL-c:.;..) r,;'\ Window area must be at least 1/ 10 of the 'i-r?or area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in )SJ JU~,._, ( N f;,D :'.? tb.., 1-.) I IJ 12;> N / Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laund,ry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. (Section 1205 (a)). / At least 1/2 of the coD1DOn 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 roofed porch wiless the ceiling is at least 7 feet and the longer side is at least 65% open. Section 1205 (a). /Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided. Section 1205 (a). / No habitable room, other than a kitchen, shall be less than 71011 in any dimension. Section 1207 (c). 8 Show that ceiling height for habitable rooms is a fll.!p~. of 71611 • Section H4._7 (a). et-X..-LJ.Jr:ll'T ''/:>,l<lv <;.~~ . J Show ceiling height for laWldry rooms, lways, corridors, and bathrooms is a minimum of 7'0". Section 1207 (a). 3 3/25/86 Q Dimension on the plans, the 3011 clear width for water closet compartments and 2411 clearance in front of water closet. ~ Section 511 (a). ( ~n-,.\IU> 1!!-,..._T?+-) Q 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. Q Glazing, in the same wall plane as a door, must be safety glazing if within 1211 of the door and less than 6011 above the walking surf ace, wiless the glazing is leaded on faceted ~1"" Section 5406 (d) 70i~~ ~IL'7 -1?~~~ l?v.:> o oJ(L; ~~in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5406 (d) 5. / Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 4411 above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 2011 and the minimum openable height 2411 • Section 1204. ~ mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/ 3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and belc;,w, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716. /. The loft you show does not comply as a . mezzanine floor and is, by Unifom Building Code definition, a story. Section 1716. D. l!Xl".rS. s:rAIRIIA!S, ARD RAILIIIGS y· Floors above the second story shall have l ess than 2 exits. Section 3303 (a). Required exit doorways shall be not less 3611 in width and not less than 61811 in height, and shall be capable of opening at least 90 degrees. Section 3304 (e). Q Provide 3611 high protective railing for 'im?ches, balconies, and open sides of stair landings. enin s between railin s shall be less than 6". Section 1711. ( ~I Fi E //vq--C;,r-tJNl-0,u..tL'\ ow how guardrail connection letails are q e to support 20 pounds per l~eal foot at a right angle to the top rail. Table 23-B. G Provide stairway and landing details. Section 3306 (b) & (c). 0 Maximum rise 811 and minimum run is 911_ / Minimum headroom is 6 1 611 • / Minimum width is 3011 • (;:'I All handrails per Section 3306 (j), shall ~isfy the following: e 0 0 Provide handrail for stairways with 4 or more risers. Handrail shall be 3011 to 3411 above the nosing of treads. The handgrip portion of handrail shall be not less than l 1/411 nor more than 211 in cross-sectional dimension. (See attached). 4 3/25/86 /Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Section 3306 (g). /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), ~ A door may open inward at the top step of a stairway provided the top step is not more than 7 1/211 lower than the floor level. Section 3304 (h). ,£ Provide details of winding stairway complying 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): a. b. 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. /.. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 3306 (f). / Spiral stairways must have a clear walking space 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). /'_In buildings over 2 stories in height, provide 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). ~ Exterior stairways shall not project into the 3 foot setback from the property lines. Section 3306 (n). G 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). E. ROOfiNG /. Specify roof slope. ✓ Roof slope is not adequate for roof type specified. Table 32-B; Section 3203 (h). a Specif'furoof material;~~ ~pter 32.~µvi=::.rz_.u,.,'(, ~-) Q Specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.g., ~, etc., Section 107. -.--1L£. 5 3/25/86 ,t:' 'lbe maximum slope for a fire retardant built-up roof, with rock or gravel surfacing, is 3 inches in 12 inches, Section 3203 (e) 2. /.'lbe minimum slope ~or a fire retardant built-up roof, with cap sheet surfacing, is 1/2 inch in 12 inches. Section 3203 (e) 3. /. Specify minimum 1/ 4 inch per foot roof slope for drainage or design to support accumulated water. Section 3207 (a), Section 2305 (f) and Section 2511 (d) 6. /4 Show roof drains and overflows. Section 3207. /.Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number. / Plastic skylight must be separated from each 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). F. llASOllRY / Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 3 7 • ·/ Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, s, 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. /. Show height and construction details of all masonry walls. Chapter 24. L~ote 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, after inspection. Section 2414 (a) 8. /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). /.Showa minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7. G. GARMZ AIID CARPORIS r::') Garage requires one-hour fire protection on ~ garage side of walls and ceiling coDmOn to the dwelling. Table 5. B. Section 503 (d). 0. 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). Q Show l 3/811 solid core self-closing door for openings between garage and dwelling. Section 503 ( d) • L Garages are not permitted to open into a room used for sleeping purposes. Section 1104. 6 3/25/86 LOpenings between carport and residence require self-closing doors and stationary windows. Section 1214. /. Sh.ow 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. NOTE: Maximum shear panel ratio of height to width is 3 1/2 to 1. Table 25-I. X_ 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). /. Provide an 1811 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. Jl'OOIIDAr.IOJI Jtl!W.LIW'U!.IIJ.S G 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). h'\ The foW1dation plan does not comply with li?e'soil report recoD1Dendation for this project. Please review the report and modify design, notes and details as required ~ow compliance. EA'-'. F el"'' 0 /Provide notes on the foundation plan listing the soils report recormnendations for fowidations, slab and building pad preparation. i The soils report reco.-nds excavations be reviewed by soils engin98+. 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 backfilled and compacted, and; 3. the foundation excavations, farmings and reinforcements comply with the soils report and approved plan11 • £Show height of all foundation walls. Chapter 23. /. Show height of retained earth on all foundation walls. Chapter 23. a If cut or fill slopes exist, show distance ~owidation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29. 7eE.-SF• ON . /. Note on plans that wood shall be 611 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 S!:mJ;;!Orted* Stemwal! Width Depth l 6" 1211 12" 2 8" 1511 1811 3 1011 1811 2411 i<Foundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor. /.Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. a Show foundation bolt size and spac;,ng. /1>4,Jf) _ ')?ction 2907 (e).~PI J-llt,..l C. o,{.,, I '.2. 11 F'lf..C> f-{ E>-ll?':> 8 Specify size, I.C.B.0. number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). /. If required by structural calculations, show size, imbedment and location of hold down anchors on foundation plan. Section 2312 (f). Q 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). / Show on the elevations, stepped footings for slopes steeper than 1:10. Section 2907 (c). / Show minimum 1811 clearance from grade to bottom of floor joists and minimum 1211 clearance to bottom of girders. Section 2516 (c). / Show pier size, spacing and depth into undisturbed soil. Table 29-A. / Show minimum underfloor access of 1811 x 24". Section 2516 (c). /Show minimum Ullderfloor 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). F:ODIT¼:> Ab !' FQl2, & 'I f. 2. QE f-,0 t L /Y: f'a,l.;r: 7 3/25/86 /specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25- 12. Section 2516 (c). I. FIWIIIIG /._ Show wall bracing. stud wal 1 and main cross Every exterior wood 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. @. Note cross bridging or blocking. Floor Joists and rafters 1211 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). /._ 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). / Show double joists. Floor joists shall be doubled under bearing partitions running· parallel with the joists. Section 2517 (d) 5. /.earing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist. Section 2517 (d) 5. /4 Show rafter ties. Rafter ties shall be spaced 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. /4 Show -rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. 8 3/25/86 /Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). Q Show double top plate with minimum 48" ¥splice. Section 2517 (g) 2. a Show nailing will be in compliance with ~e 25-Q. ~ Show or note fire stops at the following ~tions per Section 2516 (f): a. 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. b. 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. ✓ Show stud size and spacing. Maximum allowable stud heights; Bearing wall: 2 x 4 and 2 x 6 max. 10 1; Non-bearing: 2 x 4 max. 14 1 , 2 x 6 max. 20'. Table 25-R-3. ~-Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R-3. ~-Note an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to erection. Section 306 (f). G Detail all post to beam and post to footing connections and reference the detail~ the plan. Section 2516 (m). oia:-f..';N._J_. Cu1 ~ ~ of.-) TI¼£..-()~~ / Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. /specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d}. /. Show 311 x 411 or 211 x 611 studs in first story of three story building. Table 25-R-3. ~Provide truss details and truss calculations for this project. ~rovide roof framing plan and floor framing plan. Section 302 (a) 7. ~ Provide framing sections through Section 320 (a) 7. r_ Specify all header sizes for opening over 4' wide. Section 2517 (g) 5. €v. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7. ~ e£LDIV a Provide calculations for lateral loads, ~ panels, shear transfer and related. Section 302 (9) 7. 7~ PI P-:, G Show on the plans all structural requirements developed in the structural calculations. ~F'.-p, l"'"'7 ~ 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. ~ 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. 8 Show location of attic access with minimum size 2211 x 3011 • Section 3205. ~. Show draft separation for attic areas between units in a duplex. Section 2516 (f). ~ Wood stud bearing walls, with studs at 2411 o.c., require 3 ea. 2 x 4 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 1611 o.c. and do not bear within 511 of the supporting stud. Section 2517 (g} 2. ,Q Specify plywood grade and panel =.,t~~n~x • .0/~~ ,)ll1f; When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). ✓ If foundation 7ripple wall studs are less than 1411 framing shall be solid blocking. Section 2517 (g} 4. @a) &tlr;:.uL Ad L eFl>t::1":-EqL-~thEAV2.-( FQ;!.. E,,XA.t--ff/;~ 9 3/25/86 i✓. Cripple wall studs exceeding 4 feet in ?e'i.~t shall be 3 inch by,. inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) i.. p-Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g) 3. L_ Show a weep screed at the fowidation plate line on all exterior and stud walls to be stuccoed. Section i.706 (e). ~ Show corridor width to be minimum 36". Section 3305 (b). /. Specify truss layout for 30" x 30" attic access. · ~ Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. ,L In open beam construction, provide strap ~;:; across the beams at the ridge support. Section 2501 (b). J. lll!alAIIICAL All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. 0 Show the size, location and type of all heating and cooling appliances or systems. G Show source of combustion air to furnace, per Chapter 6, UMC. G: 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, Section 1211. 10 3/25/86 Q Show minimum 3011 deep space in front of furnace. unobstructed working Section SOS, UHC. Q Note on plans, clearances to be per ~ufacturer's listing. Section soi., UHC. Q Furnace shall not be installed wider any ~rway. Section 70i., UHC. Q Furnace shall not be installed in any ~oom, 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 1oi., UHC. Q Show I.C.B.O. approval number for prefab ~place. Q Show access to the attic or underfloor ~ce to be minimum 30 inches by 30 inches. Section 708 & 709 UHC. Q Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708, UMC. ~ Show permanent electrical outlet and h,l'ting fixture controlled by a switch for the attic furnace. Section 708, UMC. /._ Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace. G 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. It. l!LIICDUCAL (IQTIOIIAL l!LIICDUCAL COOK) All wiring shall comply with the National Electrical Code. a Show on the plan the amperage of the ~trical service, the location of the service panel and the location of any sub-panels. y Show location of all electrical receptacles. ,✓.' Electrical receptacle locations and/or /2p~~ing is not adequate in _________ _ y Show at least one convenience outlet other than outlets for laundry, etc., outdoors,lin garages and basements. NEC, Art. 210-52. Q· Note 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. Q Note electrical system ground. to be provided per NEC, Art. 250-81. L. PLllllBIIIG {UlllllBM rLIIIBillG COOII) ~ Show water heater size, type and location on plans. UPC, Section 1310. /._, Show source for providing combustion air to fuel burning water heater. If wal 1 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 installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section 1309. L. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310. ~ Show I and P Valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e), Y.(', Provide dryer vent to outside. UMC, Section 1903. Q Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. UPC, Section 1003. ✓ Shower stall shall accomnodate a 30" circle and have a minimum floor area of 1,02~ sq. in. UPC, 909 (d). M. IIOISII IIISOLA7IOB (llOPLJ!Xl!S) ~ Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a 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. 1 / Show how penetrations of assemblies for ~;~, 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 achieve SIC of 50 between garage and living area if garage use is not controlled by resident. Title 25. State regulations (California Adlnin. 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. ~e:.,IL eE:Lo'I-J {,;;) Show on the Title Sheet of the plans, the ~ired 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. 168. The plan sheet showing the required elements 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. 169. Show on the plans the 11R11 value for the walls, floors, ceiling and related areas. 170. Show double glazing as per Energy Design, on Glazing Schedule. 171. Show on the plan how shading requirements are satisfied. 172. lbe plans are not in compliance with the energy conservation compliance package selected or design calculations provided. Show on plans conformance as follows: 12 3/ZS/86 Q Specify on the building plans all of the ~atory energy conservation requirements as listed on the enclosure titled, "Mandatory Energy Conservation Requirements". Q Show the size, type, make, model and 'hi?ation of the space heating (or cooling) system and provide heat loss calculations if the output BIU/Hr. exceeds 45,000. O. CARLSIIAll S.F.D. & llOPLl!X SIJl'PI.l!IIDr (,J) ~ Energy conservation design should be for 7 See attached energy packages. ,,)t1'(. Floor drains must have auto-prime (city policy). Q Note exhaust fans cannot be ductless type Wty policy). ~ New residential units must be pre-plumbed for future solar water heating. 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). Q Note 11two l/4" copper pipes must be ~talled 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). / Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space occurs below grade at the masonry · wall(s). C\ Show on the Title Sheet on the plans, the ~rmation required by the attached Developmental Serv~e~eet 102683. LLE.l;fPJ- ll€b<...,il--ll?T1'-'~ .J ~ All new residential buildings, including ~tions, require a soils report. Please ;r- submit two_copies-P,!-0\JIO~ 8J,I~~ Fl'>w £,,.>.BM I tTEV ~/ Lb f',,(l:-TV,_, I 7 n+;~ /...DJ Heavy timber framing, minimum 611 x 1011 beams and minimum 811 x 811 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). Q Please see additional corrections, ~r remarks, on the following page. The City of carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake 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 71',Hf':::l'U',. F:t'?U:t: ,!L 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: @) 5i1Qi,J </1 o F-~ (LOC....,I'-3/•-i'' IP I II I µ • ~I 2.1:-t.ovf'..!? r Y2 .\\l1TI+ I>. H 014-il'VP E e,,::,..leJ'IE,K: ~ 2-II DE / I EW ;>J>.l::.:il2 Al!,QV~ n\:li': MQl?lV U:, 'f!:,A/U ! E:n_ e,Ed p0 &! i 6 1 ,i,,.B5 (®Dl::-1 yo..lOE>,.Dnt,.) ~ ') d) ~bf ME-me: C-iA"Pt(E..... ..,, A:::B, F3'oH ~ l'::IE'JE/e a::J t='=> P2 '-/ A; I )2_11 :n+{U<. _ 1,-?Eb ~ of"' LD/,.);rlZ.1 ,me»-> f:E'.-l-X frb-IL£::LDH,-e.J- i?t?:3t1D}-) vt-L.J l?$-A:l l,)f>,l,;£. -,,.,y..;;t,.,'--{ ffiH P-:1 I f'El(.J Hen--:/L E:'J:A6 wrn+-t:,., vf=-t.:DLAL ,-,.., ' oF:: ~ 1 E¾T 5 11 JIJ )A. ~~ OJ~. oF $1 CDt:b1 Of', rlQli?f" \I >IU I f-{lftLHHS!lADDJ ~~· @t )tL'f~O 01~ Qi HEbl&I Orv !4--TIO of-3 t2: I E'..Xk EE'!? E Q G>L U, :E rt{3--GJ) Q /~ ,sn::,(2.-{ -:;2 I fz/'¼f'.&Je.. ',9 ·- Date 1 1°/ 1)<o<o Prepared by, :C Fl2u-1-£:l- CITY OF CARLSBAD VALUATION AND PLAN CHECK FEE □ Bldg. Dept. a Esgil PLAN CHECK NO. Bb-47 8 BUILDING ADDRESS '7, 7 12... lit: HP.. ! '?V&1 APPLICANT/CONTACT :~ tuQl.TWl:,1(=,l2HONE NO. 7"2.f'1-pC, (,$ BUILDING OCCUPANCY _0..J_l:-1 I . DESIGNER PHONE TYPE OF CONSTRUCTION :::;µ:::µ CONTRACTOR PHO-NE_7_'2!=-Pf--~Yf.---€, °:, BUILDING PORTION / IV J l ~· A.1/Jt::A /' ,._ .n "-I - yj,::; r V Air Conditionin~ Commercial Residential Res. or Comm. Fire Stlrinklers Total Value Fee Adjusted To Rerlect BUILDING AREA VALUATION VALUE . MULTIPLIER 7>L{UD If-' ii ::fl, 0 C> f ?_o::.Z./1CoO , c:,qq tJ I J'-/ I OD ,,, 12 .. ~r ' . p,411 -1"1, co ,, , 7t::;{,.,, @ ia @ J; -J./2,J02 0 Energy Regulations (Fee x 1.1) □Handicapped Regulations (Fee x 1.065) · Building perm it F •• $ ___________ -'---_____ _._$ ~7 ... / .... S~,..,,5,o"---- p lan Check F ee---'$'----------------------=s_4_,_.l;,..,5.,__,_, ..,.C,._7'---- COMMENTS._• ___________ .;._ _______________ _ 8/4/82 PLAN CHECK No ? t-Y;:f?' ADDRESS _.;~~..,;?/4;._2_,.::;.~--=~~------~o..,. -;·- • PLANNING ~J>. St:o · (9~ ..... , l ,,___, l r?A c,-,.. 0 ---. ZONE:-' TYPE OF PROJECT AND USE: ::!Jlv, /) , , y !,,a--. ltp,t.'L, OJ.~··--'\/"-- .. o--+- w 0:: :::> 0 IJJ 0:: Vl z 0 _, -·c.-1--- ENC IN IT AS CARLSBA~~ .o&cf-4~t~ MARCOS~- ~.-.-'Cs~ 8-'lo _ _:c;....-,==-:-L~-REAR li'v; a,(77.,_,, SCHOOL DISTRICT: SETBACKS: FRONT SAN OIEGUITO SIDE DISCRETIONARY ACT IONS: ______________________ _ REDEVELOPMENT PERMIT REQ ADDITIONAL COMMENTS: __ -1--~-------------------- I-,--+-- u ~ I IJJ ~ 0:: ~ ----------------------------0:: ·-Q) 8 ~~~,-. ~ . ~□~--;;._______ =---4---#-...1.~I-+---- ~ ™-~-~-~ ' .. C)---+--u.. • 0:: ENGINEERING LEGAL DESCRIPTION VER IF !ED? 1f2< APN CHECKED?_~-,.F'--"--------- P/\RK-IN-LIEU QUADRANT: 41/A-: , FEE PER UNIT:_===::::roTAL FEE: _____ _ P.F.F.: o/4. TRAFFIC IMPACT FEE PER UNIT: .f;G 70 TOTAL FEE : #07() r ACILIT!ES MGMT. rEt,,.;t..:.. ~'f'l '1/4/Y,, BRIDGE & THOROUGHFARE FEE: f 5.30 IMPROVEMENTS : f / ~ OMfr;l~ ~1 ~ FIELD CHECK DATE & INITIALS: C/ ~ ~t._ RIGHT-OF -WAY:_~----· ...;...,llf------- DRIVEWAY: r-@lJ. ~J?-..w-u>L~-~ EE ENTS: ())~, ~ ~~.eJK, ~~ E. D. u. : l G WO E ER: Tiifl('##t, UJ,Jq_A TERAL =~lv:;..i.:C;.;...W....='O;___ __ _ INDUSTRIAL WASTE PERMIT: DRAINAGE: Q.o._ ~ GRADING PERMIT: f/ j;r-GRADING COMPLETION CERTIF I ED : ---- ADDITIONAL COMMENTS: ------------------------ OK TO Is~-52=~::=::-a~=x«=-~=====:rumA~IE~:==~/~:;?§f__z~.¼~@0_....._ _____ _ DPD2:DPD6:07/17/~ / L.""-, . , l"HILIP HENKING 11£NTON P'lllltllDllNT • CIVIL llNOIHllllll BENTON ENGINEERING, ·1NC. AP'P'Ll£D 9O1L M£CHANIC9 -f"OUNDATIONS 8717 CONVOY COURT SAN D1£GO, CALIFORNIA 92111 September 10, 1973 .,\ La Costa Land Company · ·;.r. Costa Del Mar Road ·•it · -· · Rancho La Costa, Callfomia 92000 ✓-:.'d-1 · ~er:.. __ 9.:..,_, TltUl'H0Nlt (714> !185,19!1!1 · :-:f. Subfech /·· .. ~;.... .. Pro(ect No. 71-3-24D . Grading Permit No. L-5970 ._J Final Report on Compacted Fil led Ground RE CE IVE D And Clcalflcatlon of Soil Conditions Lots 585 to 665, inclusive 712 to 717, lncluslve SEP2 41973 725, 726, 728, 729 736, 737, 739 CITY OF CARLSBAD t 740 and 7 42 _ EnalneeriOI g.plrffl\11\ ~d Certain Street Areas_ _ ....A'1 /7 -.L/ /~ ~rJh,L ~umt\llf~~ ,i<.(1. ///L-Jt::'~~ '7°r' /v . r' · Carlsbad, Califomla _p ~-J (~ ~ CJ.- Genii....,,, ~ 9-,ef' This Is to report the results of tests and observations made~er to inspect the compaction of fllled ground placed on certain areas of Lots 585 to 665, Inclusive, 712 to 717, inclusive, 725,726,728,729, 736, 737, 739, 740, ca,d 742 and certain street areas of La Costa iY.eadows Unit No. 4 In Carlsbad, Caltfomia. The fills were placed during the period between March 17, 1971 and May 10, 1973. Certain lots of this subdivision were not graded during the above period and the classification of the expansive soil conditions presented he rein pertains only to those lots groded to level building pads during this initial site development. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No . 1, entitled "Location .of Compacted FIiied Ground." The grading plan used for the placement of filled ground was p~red by Rick &iglneering Company and approved May 18, 1971 • . • -The approximate locatrons at which the tests were taken and th~ final test results are presented on pages T-1 to T-19, lncluslve, under the "Table of Test Results." The laboratory determin- atfons of the maximum dry densities and optimum moisture contents of the ma for fil I materials are presented on pages T-20 and T-21, under the "Laboratory Test Results." Some of the maxi- mum dry derwlttes shown In the "Table of Test Results" were combinations of these. The tests · ~:,iotecf No. 71-3-24D "· La Costa Meadows Unit No. 4 Teat Number 1 lo 16, Inclusive 17 ·to 38, Inclusive 39 to 43, Inclusive 44 to 45, Inclusive 46 and 47 "'8 to 50, Inclusive 51 lo 95, Inclusive 96 lo 138, Inclusive 139 to 167, Inclusive 168 to 220, inclusive 221 to 273, Inclusive 274 lo 328, inclusive 329 lo 391, inclusive 392 lo 452, inclusive 453 to 500, inclusive 501 to 572, inclusive 573 to 580, inclusive 581 to 615, inclusive 616 to 626, inclusive 627 and 628 629 to 632, inclusive 633 to 636, inclusive 637 and 638 -2-September 1 0, 1973 Week Ending Morch 20, 1971 Morch 27, 1971 April 10, 1971 Moy B, 1971 Moy 15, 1971 July 17, 1971 March 4, 1972 March 11, 1972 March 18, 1972 March 25, 1972 April 1, 1972 April B, 1972 April 15, 1972 April 22, 1972 April 29, 1972 Moy 6, 1972 Moy 13, 1972 May 20, 1972 June 10, 1972 June 17, 1972 July 29, 1972 May 5, 1973 Moy 12, 1973 The flnal results of tests and observations indicate that the compacted filled ground hos been placed at 90 percent of the maximum dry density or greater, It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of 1930 pounds per square foot for one foot wide continuous footings founded at a minimum depth and placed five feet or more inside the top of compacted filled ground slopes. If footings are placed closer to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal lo 1 vertical line protected outward and downward from a point 5 feet horizontally Inside the top of compacted filled ground slopes, Tests indicate that the compacted filled ground is adequate to satisfactorily eupport the proposed wood frame dwell lngs wl thout detrimental settlements. frn»fxt der •llty clay,and sandy clay soils were placed in the upper three feet In certain compacted flll areas and also exist In the upper three feet below finished grade In certain cut areas. The final classifications of the soil conditions existing on the level graded lot areas are presented on the following page. BENTON ENGINEERING, INC. ' ,,~J.cf No. 71-3-24D -3-September 10, 1973 ,',ta C01ta Meadows Unit No. 4 T nslve Solis 585 to 665, lncluslv--~-- 713 to 717, inclusive 739, 740 and 7 In order to minimize possible damaging effects due to differential movements of these potenr tlally expansive soils, the following special dasign and precautions are recommended: 1. Avoid the use of isolated Interior piers. Use continuous interconnected reinforced footings throughout, and place these at a minimum depth of 2. 24 Inches below the lowest adfacent exterior final ground surface. Where In-place rock conditions exist at shallower depths, then less depth of ex- cavation ls permissible to a minimum of 12 Inches. ' Reinforce and interconnect continuously with steel bars all Interior and exterior footings with one #5 bor at 3 inches above the bottom of the footings ond one #5 bor placed 1 1/2 Inches below the top of the stems of the footings. 3, Raised wooden floors that span between continuous footings are best, or use concrete slabs reinforced with at least 6x6-10/10 welded wire fabric. A minimum of 4 inches of crushed rock 3/4 to 1 Inch In size should be placed beneath all concrete slabs and covered with a moisture barrier. Two Inches of clean sand should then be placed over the moisture barrier and below the bottom of the slab. 4. Seporate garage slabs from perimeter footings by a 1/2 inch thickness of construction felt or equivalent, to allow independent movement of garage slabs relative to perimeter footings. Assure complete separation by extend- ing the felt. over the full depth of the front thickened edge of the garage slab. Also, cut off the garage door stops at least 1/2 inch above the slab. 5. Provide positive drainage away from alf perimeter footings with a vertical fall of at least 5 inches in a horizontal distance of 5 feet outside the house walls. BENTON ENGINEERING, INC. .... . .. :,Pr4lecr No. 71-3-24D I.a Cocta Meadows Unit, No. 4 Relpectfully submitted, BENTON ENGINEERING, INC, ---· ;') , Revlewedby~,-<~•.·~41~ fip~ Benton,MEngini,er Dlstr: ( 4) Addressee ( 1) Rancho La Costa, Inc. Attention: Mr. Burton L. Kramer ( 1) Rick Engineering Company, Carlsbad (2) San Diego County Engineering Department Attention: Mr. H. M. Taylor Attention: Mr. Willard Robinson (1) City of Carlsbad Attention: Department of Building Inspection (2) Attention: Department of Engineering (1) Simpson and Gerber, Architects RCP/PHB/meg BENTON l!:NGINl!.EAING. INC. September 10, 1973 . Protect No, 71•3-2-40 T-14 La Costa Meadows Unit No. 4 TABLE OF TEST RESULTS (CONT.) Approx•·. Depth Maximum !mate of Fill Fleld Dry Dry Test Location at Test Moisture Density Density Percent No. Lot No, In Feet % dry wt lb/cu ft lb/cu ft Compaction Remarks 443 609 8 13.5 111. 1 123.3 90. 1 444 635 28 • 12. 1 103.8 116.0 89,5 Reworked 44.5 597 14 • 14.6 105.7 116. 1 91. 1 446 600 9.5 • 13.5 106.8 116. 1 92,0 447 619 8 12.3 111.3 122.0 91.3 448 601 9• 13.5 120, 1 122.0 98.5 449 620 6 . 11.9 115.5 122.3 94.4 ,450 602 3• 20.4 103.4 114.8 90.2 -461 603 2.5 • 11.8 111.7 122.0 91.6 -462 619 12 • 14.7 120.2 132. 1 91.0 -463 586 21 • 12.4 112.3 122.7 91.6 -464 587 20.5 * 11. 7 119.7 126.5 94.6 " 455 626 II • 13.0 116.0 122.0 95.2 456 627 2 12.7 105.7 116. 1 91. I -467 647 20 10.9 109.5 116.0 94.4 458 El Fuerte St. 6 12.2 116.0 126.1 91.8 Sta. 59+00 459 627 4 13. 1 103.7 114.2 90.8 . 460 627 6 15.2 98.2 114.2 85.9 Reworked 461 617 2 18. 1 104.2 116.0 90.0 462 589 29 * l I. l 112.0 122.0 91.8 463 588 26 • 10.0 116.2 126.5 91.8 464 EI Fuerte Pump 24 12.4 117 .o 126.5 92.5 Stotion 465 627 6 15.3 102.3 113.5 I 90,2 Check on 14, 466 627 8 12.5 103.2 114.2 90.4 467 627 10 10.5 102.3 113.5 90.2 468 713 25 * 17. 1 107.8 119.0 90.2 469 714 45. 10.5 119. 1 126.5 94.3 470 331 I 13.7 106.0 116.9 90. 7 471 630 3 16.3 103.9 113.3 91.8 472 630 5 17.0 102.7 113.3 90. 7 473 629 1 14.0 106.6 116.0 91.9 474 628 1 17. 7 104.6 116. 1 90. 1 475 628 3 14.9 110.3 122.3 90.2 476 609 10 13.0 120.2 126.5 95.2 477 610 2 15.9 112.9 120.2 93.8 478 623 10 * 13.2 116.2 122.0 95.3 479 609 12 15.5 114.9 123,2 93.8 480 624 8* 15.9 102.4 113.5 90.3 * FI n I shed Grade BENTON ENGINEERING. INC. PreJect No. 71-3-240 T-15 La COlta Meadows Unit No. 4 TAB~ OF TEST RESULTS (CONT.) Approx· Depth Maximum lmate of FIii Fleld Dry Dry Test Location at Test Moisture Density Density Percent No. Lat No. In Feet % dry wt lb/cu ft lb/cu ft Compaction Remarks '481 610 4 15.2 114. 1 126.5 90.2 '482 613 2 15.7 109.4 117.4 93.3 4B3 613 4 ,7.9 108.3 I 19.6 90.7 '484 613 6 12.8 113.5 122.0 93. 1 '485 613 8 11. 1 114.5 122.0 93.9 '486 646 18 14. 1 112.0 122.0 91.8 '487 612 1 18.3 102.4 113.2 90.6 488 645 11 18.4 105.5 116.1 90.9 489 645 15 14.7 113.5 122.0 93.1 490 645 17 15.5 109.3 119.6 91.5 491 620 10 14.8 115. 1 123.3 93.3 492 604 2 14. 1 117.1 126.5 92.6 • 493 611 2 18.3 111.3 123.3 90.4 494 620 14 14.6 120.2 126.5 95. 1 495 663 6 14.0 109. 1 116.0 94.2 496 617 4.5 * 10.5 115.0 122.0 94.3 4'1'7 663 8 7. I 116.8 122.0 95.6 498 663 10 10.8 107.7 119.6 90.0 499 663 12 15. 1 100.2 111.0 90.4 500 663 14 11.6 119.3 122.0 97.9 501 619 20 16.7 119.4 126.5 94.5 502 663 16 12.0 115.7 122.0 94.7 503 662 2 16.2 108.5 116.9 93.0 504 661 1 18.9 103.0 112.8 91.4 505 662 4 16.8 109.5 117.4 93.3 506 610 6 14. 1 122.2 132. 1 92.4 507 604 4 10, 1 118.0 126.5 93.4 508 629 5* 17.5 108.3 116.9 92.7 509. 628 5 13.9 108.7 116.0 93.6 510 660 2 15.3 111. 9 122.0 91. 7 511 630 7* 12. 1 120.4 122.0 98.7 512 662 6 12.3 113.3 116. 1 97.6 513 659 1 14. 1 117.7 126.5 93.0 514 659 3 16.0 105.7 112.8 93.8 515 658 1 17.0 111 .8 122.0 91.5 516 659 5 12.4 120.0 122.0 98.3 517 658 3 18.8 102.8 112.8 91.2 518 658 5 19. 1 109.6 112.8 97.3 519 658 7 19.5 102.4 112.8 91.1 520 657 2 17. 1 105.5 111.2 94.7 * Finished Grode BENTON ENGINEERING. INC. .:.'fi .. ,, , ..... , , .!< .... ;, , ; '\' :· "-IM' No. 71-3-2«> T-16 La Coata Meedews Unit No. 4 TABlf OF TEST RESULTS (CONT.) Approx• Depth Maximum lmat• of FIii Field Dry Dry Test Locotlon at Test Moisture Density Density Percent No. lot No. In Feet % dry wt lb/c:u ft lb/c:u ft Compoctlon Remarks 521 631 3• 15.3 111.5 116.0 96. 1 522 6,47 22.5 • 12.0 109.6 117.4 93.3 523 618 4 11.8 114.2 122.0 93.7 524 632 2• 17.4 108.5 113.6 95.5 525 614 6 17.4 110.9 119.6 92.8 526 657 4 16.7 101.3 112.8 90.0 527 657 6 17.2 108.2 112.8 96.3 582 657 10 16.9 108.1 112.8 96.2 529 -(500' 4 20.0 104.6 111.2 94.0 530 -Property 6 16.1 105.9 112.8 93.9 531 -S E. Corner 8* 20.0 99.7 112.8 88.5 R-orb~ 532 620 18 17.4 115.5 126.5 91.4 533 611 4 12.7 126. 1 132. 1 ~-4 534 614 8* 14. 1 116.2 122.0 95.4 535 619 24 10. 1 111,2 119.6 93.2 536 616 2.5 • 8.6 116.5 122.0 ~.5 537 Obe llsco St. 8 11. 7 105.4 116. 1 90,7 · Sta. 6+25 538 Obe llsca St. 2 11.3 115.0 126.5 91,0 Sta. 8+25 539 Obellsca St. 4• 11.4 117. 1 126.5 92.7 Sta. 8+25 5.«l 6,48 24 • 15.0 110.0 119,0 92.5 541 6,49 24.5 • 19.2 106.6 112.8 94.7 542 650 20. 10.9 117.5 122.0 96.3 543 651 20. 14.2 111.4 122.0 91.4 544 627 12 • 14.8 113.2 122.0 92.9 545 620 22 18.8 107,6 112.8 95.5 546 613 12.5 • 10.3 115.5 122.0 94.7 547 612 3• 20,0 108.9 115. 7 94.2 548 645 19 • 13.7 112.0 119.6 93.6 549 646 20.5 • 14.7 103. 1 114.5 90.3 550 652 17.5 • 12.9 116.8 122.0 95.7 551 653 16.5 • 12,8 111.2 115. 7 96,3 552 654 21.5 • 8.4 110.2 116.0 . 95.2 553 (i()6 16 • 14.4 107.9 116. 1 92.7 554 (i()7 24* 14.6 114.7 122.0 93.9 555 618 8 12. 1 109.3 116.0 94.3 556 Corlntla St. 6 9.4 105.6 116.0 91.0 Sta. 2-tOO 557 619 28 17.4 107.3 119.6 90.0 558 611 4.5 • 16.8 105.2 115.7 91.2 559 628 7• 16.2 105.8 115.7 91.5 560 620 26 18.4 105.8 116. 1 91.0 • Finished Grad• BENTON ENGINEERING. INC, LOG. ID. _________ _ J. .;l../17 D SAN MA!ltXS UNIFIED SCll<XlL DIS'IRICT PllOJK:I' SERVICE AVAILABILI'IY LEITER Prone No. g ~1-yis 2__ _L..U..,..,_-""",_,_~,,..____,.~_ --'.-"'-'--'-'-''""""=-~,___,t--'A'-'---~2Qo e Phone No. __________ _ Address: __ S_.,_,c.,,A.,_,Y"l..c..,_,t."'------------------------------ ject located on Assessor's Parcel No. (s): ( Attach legal description if necessary) Project Address/1.Dcation'lJ I 2. L\om"' tA:: n LGI lb"'.)\u, t A 9 2 0 Q 1 .Assessor's Parcel Nurfi>ers 1. 1:]JJTI:}@!ill [ill] 3. DI] CO] [I] 2.1 I I l[IIJ[D 4. OIJCOJC::0 ~==-'-'CE ( check one or rrore) D Minor SUbdivision (TPM) LJ Major Subdivision ('I!.!) Housing Type No. of D.U. 's Single Family \ Multiple Family No. of BedroaTs j 1. 2. 3. Mobilehane Units ONner /applicant agrees to reconfirm this pro,iect with the issuing schcx:>l district every 6 m::mths unless such action is not required by the district. District Phone 619-744-4776 o.vner/applicant understand that the certification for school service contained in this Project Service Availability Letter is no longer effective if the project is disapproved or if the con- ditional project approval (subdivision, pennit, or other conditional use processes) expires. The information I hav=7\Y1ded is~ect. Y l l APPLICANT'S SIGNA~~ 1 SUoo 2.l_, l'!:\O.(:'} !\..._Date I l / 14 fl SAN MARCUS UNIFIED SCHOOL DISTRICT CEITT!FICATIOO OF SC!IDL AVAILABILI'IY 00 NON-AVAILABILI'IY Date: ID ITJ[J DAY ~ YR ~ TO: FROti: 1. □ 2. □ 3. □ Grades Served:_k..c..,~---'l'-'~"""~-------- School services and facilities are coomitted for this nrojeet. SPrvices will be available concurrent with project need based on a secured agyeanent with the developer which has adeauate financing and clear intent. ' Rei°ertification of serv-ke availabil itY is required prio~ to issuance of building permits. 'The undersigned school district hereby certifies that it will be able to provide adequate school services and facilities to the above described pro.iect concUITently with the need of such project. Owner/applicant has paid the required developer's fee. '!he undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the above described project concurrently with the need of such project OOCause ______________________________ _ WHJTE-CIVIC ENTI'IY \'ELLOW-D!STRICT PINK-OWNER/APPLICANT San Marcos Un(fied School District 270 San Marcos Biud., San Marcos. Ca(ifornia 92069-2797 619-744-47 76 MEMORANDUM OF AGREEMENT REFERENCE: Christine J. Marsh 215 410 12 We, the owner or agent for the owner of the above-r,!ference. property, hereby agree to pay $ 2822 as a fee which wi 11 satisfy the requirements for school facilities dedication of land and fees. In exchange for this fee, the District will execute the availability form for the above-reference property. Christine J. Marsh NAME 7413 Carlina St STREET Carlsbad, Calif 92008 CITY 9428652 TELEPHONE DALE.K. MARSH CHRISTINE J. MARSH 619-942-8652 7413 CARLINA ST. LA COST A. CA 92008 $2822 AMOUNT REC::IVED BY 11/19/86 DATE C, .... @ 563 •r!II=§ Cash Management Account' --LEUCADIA COUNTY WATER DISTRICT :VICE O~mer 's Name Mailing Addres Wm. E. & Kathleen M. Blair 2534 El Gavilan Ct. Carlsbad, CA 92008 Service Address:;;;, 7/r, ~ma Court Tract Description: _ 1 at 620 -.La_.Cosia..Mead.al•s #4 Assessor's Parcel flo. J J,c;-·!/{d -/,J., Phone No. 753-266.,__,l'---- Type of Building ____ s._ingle family No. Units -~ Connection Fee $1saa aa l.ateral Size: 4" 6" 8" Saddle Easement Connection Extra Footage; @ $___ Extra Depth: __ @ $ __ _ Amount Rec'd $ 1500. 00 Ck. Mo/Cash 1156 Date _ll30/81 Rec'd By bls ~~- Lateral Fee Prorated Sewer Service Fee Total $1500.00 The application must be signea by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the stree~ (or east!ment) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in confonnity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSlEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given to the conditions as stated. Qq~,<V/c1L~ I. Ownersstgnature 7 /30/81 Date is correct and a-g✓ees "2..0 "'-t-\ 0 $"lo \ ({}///-13947 Account No. ' fi