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Home My WebLink About2823 LUCIERNAGA ST; ; 85-361; Permit"' z 0 ~ "' <( ~ u w 0 "' I[ 0 u D I hereby affirm that I am licensed under provisions of Chapter 9 1commenc1ng with Section 7000) of D1vls1on 3 of the Business and Professions Code, and my license 1s 1n full force and eflect Lie No __ _ 1:1a1< "' "' 0 ~ 3 .. a: w z 3' 0 z 0 ;:: ~ z "' ~ ,. 0 u "' "' "' " "' 0 ~ I hereby allirm mat , J'n ex~":Jf lror~ ~rriroc lofs L1cerse ,.aw •or lhe 10110,,1"g 'e,11G" /031 O Business and Proress,c-1s ~oUe A0.y ur,· C' ,.oun:y wh u, 1e o,Nes a .ierm I to c0ns1ruC' 211e• m;J'o·,e Cf:"'01,sn s' repair any srructure J' ur to ,ts 1ssucr:e ~lso ',or.u,·•s The J:J JI.cant for such perm t '0 I le a ,,qner! ',Wensent I Oat Ce ", ,censed Jursuant to :he Jrov,s•Jno o• '.,:;:wc.uor o 11;:ense Law ·Chd;J'rr 9 c~mmerc1ng ?-JO~ :;f D .,,s,01 3 91 t~e 8Jsiness and ProfeS5·8ro c;r '"~I empt lherel·om a~d tt·e ~as1s 'or lhe al:egea e,e~.p,c,1 "ilOld!IO~ of Sec' on 703' S ~y ar dOpllldOI '<:· d ;ier-,: •ff1\ the ;i;J~hcanl toa ;"" per,;i t;·o) no' mo·e Iran· 1e ';,Jn crec to:ws :ssc1~-' or m1· e·""r, :, ee', w '' :;n w11: do !he otte,ed to• sol~ d' d He Cvnlrdctnr s I :er,se '-"" ~O'ci ~o· a~D'\' ~r owner oi prope<li wno u,,, do :,r ,moro·,e< the'eon ana who ooes s,.~h work r moe!I ~r •~•o"qn his own er"p oyees pr:;-,1ded :ha; such ,mprove'llects a·e no! ,n•ec,d ed or offered tor sale If. hGwe,w rne ~u1'a1ng or ,m~ro·,e ment ,s sold w1tn1n or,e year ot coCJlp,et1on 11,e owr,er-bu,laer w ii save !hf ourden of proving trar he c,a nol Dc1•d or •r,i oro,e 'w the p~rposc i!f sale, ds owner of the i;-o~eny am e,c1us1ve1y rr,01,ac:,.·q with licensed cuot•ac•O's re (Ons:'uC! !he pr~;ecl ! Sec 7044 Bus,ne~s and p,otess,ons coce The Con:'JC:O' s L1ceose Law coes no• aop!y le an owrer of ?roperty who bc1 :ts c-· m oroaes the·eo~ ond who con1,acts to· eac~ 8ro1ec·s w•ll' a cortracto(isl .1cense or1rsuanl to the Conlr1cror s License Law1 /\s a ho,.,eowne' I a,,., ·~-pr,w,r~ my name, anc lhe ful':,·,1 1119 cord1t1ons ex,s' • The work 1s De,ng ~er'r,rmed pr,n to sa1e 1 r.a~e 1,ved ,n my name 'or :"'e"e month, Jr.or :o com~1et1or ol this work I have nG: claimed th,s exerrpt,or aurin~ the I last Three vea·s ! am exempt uncer Sec -----~ B & PC ior this reason ____________ _ L I ~ereby a"irm tha: I ~ave a cert,+,cate ol conse~1 to self ,·1surP. or a cert1:.cate of Workers Compensat1or, 111 s, ranc~ er a CPr 1'1e~ -~~PY the,eo' :Sec 380C Labor Codel POLICY NO C0\1PAl'..Y Ca~) 1s 11,ed .,.1tn the c1ly Cert1f1ec cc~v 1s ~erety turn,shed CERTIFICATE OF EXEMPTION FRO~ 'NORKERS' COMPENSATION INSURANCE 1Tn1s section oeed not be completed 1f the permit 1s lor one hundred dollars 1S~001 or less) _ I cert1ty !hat 1n the performance of the wor~ lor which tn1s perm,t 1s issued I shall not employ any person 1n any manner so as to become subJect to the Workers Com pen sa11on Laws of Cal1forn1a NOTICE TO APPLICANT It. after ma1<,ng this Cert,hcate of Exemption. you should become sub1ect to 1he Workers I Compensa\1on prov1s1ons of the Labor Code. you must L forthw,th comply w,th such prnv1s1ons or 1h1s per.-n1t shall be deemed revoked ![ '= I hereby affirm that !here 1s a conslruct,on lendmg agency for \he performance of thewor~ lor wh,ch t~,s per m1t 1s ,ssued 1sec 3097. C1v1I Code\ Lender s Name_ Lender's Address_ I USE BALL POINT PEN ~LY & PRESS HARD --····"" .;inAUt:.U A1'CJ-\ J,\f'\IU UC\,,,Ll-\nl"l,11 .... ,,.~. 'I CARLSBAD BUILDING DEPARTMENT I Carlsbad. California 92008-1989 (619) 438·5525 APPLICATION & PERMIT,..,, ia,;-.. 1 ~=-~ U I : '~ J~s:;lJl.;l_JL~~ -£ •o _ ~-"~~ESTCROSS~T 12.-/;~:;:L:;,;:-BUSINESS LICENSE# ~/iw:'10~ 1 '~ ''"'"' NuMSER 1 I USDLVISION r~! ASSESSOR PARCEL NO. \_ \ CONTRACTOR CONTRACTORS PHONE., ZONE ' 0 <;;-~ <.a. \ :~~BLOCK L,l.M--'-" _,, __ ,., ~ ~ .At ,0 1> OWNER'S NAM£ I OWNER'S PHONE F,J,U4{/~ .-,<,./V/L • '/8/-/~/J : L4t,.., i;>v~u ~/2,B"'J.,~i!rJ.J:J.... /'"'16-6161' _ CONTRACTOR'S ADO RESS LI'?~ l PLAN I.Q_ # l BUILDING SO. FOOTAGE I OWNEffS MA,LING AOORESS • /7..S-{?:,;?,{)!e,~4'-:1✓,l/-4, <.t,40 I : /7.._re!;,cJ/(///3'f lilltJetO ~vn-45 ' OESIG•N?.-? .. N2 -. I OESCRIPTIONOFWORK .C; L),~ ,..IL DESIGNER'S PHONE / . -7 ,;;.,/Fj'/1, ! L) /?G/E; ;D;;; .{._ & , -,_ . -• ~EN>• NO ,,.; ' ' 1------------~---FP FLRE:LEV ."0. OCCGP EDU ! :----~-:----:--:-r-STORi ES l~. : ,r__: ,~ 12:u,1-n. • 1 I 1 l/04/855050 00015050 11/04/ ~5 s,11;93 g917;93 CEr.sus TRAc1 ! CP LAND usE I PARK<NG SPACE R!::S uNcTS I GRADING PERMIT ISSUED I REDEVELOP...,ENT TYPE') oc~LOAD FIRE SPP Q.J \.l AREA ,I CONST I c.;)"4-0 A ,□ ~w ·= .... M 1,, __ --. v□ ~[£ j Nat ValidUnlessMachmeCer(!/1ed I , ,· I j "\ / ( ..._ 1 QTY PLUMBING PERMIT -ISSUE , I.~ 01:_Y MECHANICAL PERMIT -ISSUE 1 ;7, -SUMMARY/ACCOUNT NUMBER 1 : I -~.ti EACH FIXTURE TRAP( f 4) _ c;... r, ~'5. -,-+. INSTAL l FURN DUCTS :Jp TO 100 000 BT If •JU-0. -BUILDING PERMIT ___ J0\-810_-~~8220 +-<-:f_l_~ ~-I 11---_(' E1:S~_u1u~_?w~----____ -----~-___ k:st> ____ j _ ovrn 100.000 BTU -~ s1G_~ PERMIT ___ _ o~~~-00-00-~_221 __ -~----_ : I~~ t.ACH WA_HR HE~~ER A~)_g_~_VE_~~-~ -I BOILER-COMPRESSOR UP.TO 3 HP _ . P~ANCr!E.CK____ 001-810-00-00-8806 .&::;"~!._e ~ 1 ~ EACH GAS SYS]~1_2._U ~~T LE T~.,:l._5'P. S---:_ _ i_BOILE_R. CQM~RE?_SO~ 3 15 HP __ __ _ __ ..1..___ __:_. __ _____2Q_T_AL PLU~BING ___ 001-810-00-00·8222 t { Lf - : I---~fl.CH_~_~s SYS TEI~ :0 UR ~-ORE -+ -----. --~ t !,1ET.l._!:!_R~LM.C~ G[~ ------I ---~-·--. ELECTRICAL ___ 0(}1-810-Q9_-00-~~~-I-~ 5 -- 1 ---1---EA~HINSTA~ ALTER REPAIR','~~TERPIPE. : )_QiVENl_f-ANSINGLEDUCT~,;:L..' _ -~et-_____ MECHANICAL ---001-8tg:o0-00·8224_ z+,l --- 1 --~ EACH VACUUM BREAKEF(";) :l-.~'57) · ~ --1 MECK EXHAUST HOOO DUCTS MOBILEHOME 001-81_0-00-00-8225-+-------------I : ~-_',~~ATER SO!°TNER_ ___ ---~-I _ REL)ffif_!ION OF EA FURNACE:HEA_T_E_R ___ . __ MOBILEHOME PARK l~JSP , 1 f >'ICY Rf:-)f 1:;,;;"J , !'J':'.1:,1 •, , J rr-rL ..... -... -n -----,,--~ . -s□LAR f------~--------. : _l_ _____ __ ___ _ __l . _ f0Tt;.L~HANIC1il 7 STRONG MUTION 1 Tll!A1 PlUMe1Nl. I 1d. _.=4.-'11,,. I 1-Lt .---FIRESPRINr<LERS --- 001·81 C-00-00-822!3 880-519·92-33 00 1-810·00-00-8227 _ _]_32-810-0Q..:_Q0-8930 : QTY. ELECTRICAL PERMIT· ISSUE c:; -ii QTY SOLA}-~ ___ _PUBLIC FACILITIES FEE : ~ NEW CONST t.A ~MP SW! fJKR\80_ a___ ___-5Z2 _. 11 ·<l'A' :::O~C0Rs't>;.. .L\ ___ SCHOOL FEE -OIS~R1C_T __ _ : lPH lPH ___ -~ ~8\lr-;\'J<.; --~-.-~--Carlsbad __ ---· 1 FXISTHLOGEAAMPSWTHKR I ' .~l!'t __ /,t') .... ~ _1 Encinitas : 1 PH _ JP~---, ?C'" -,., ~ ~ Sac Doego,to ·.---· , ____ REMOOE_l~~ PER CIRCU~T ______ j_____ _ _ 1 P1_A~; Cl-'EC .!.._,_ _______ ·----_ San Marcos LT_~ -~- --~O.'f-6 f-- e----- : TE.MPPOLE. 200A!I.\PS . _;f.r.,_.-4': ___ [ ___ _ 1 OVER 200 AMPS ~ dlfo -LICENSE TAX 001-810-00-00-8162 ~ . ~.:2-f. t~(5 ; TEMP OCCUPANCY '30 DAYSI v&. _ L_ ___ MFFSN\ lu"'t) 8~0·519-92-57 ---~ ___ '\,._ 1 __ ~ __ CREDIT DEPOSIT ( ( _-,:1 __ ) I 1 TilTAl ulcrn1cA1 ~r-. TOTAL so'.AH TOTAL FEES PAYABLE I ( ol 1 a,:u-- ' ' -.J::) -1: I I ~ -, · c:::>....-I I I ,_ 0 ""' , . _ . . _ _ _ , I I I HAVE CAftEFtfl.,LY E:(A:tlll~(:0 THE COMPLETED '•APPLICATION AND PERMIT" AND DO HEREBY Exptration. Every per.mi_! issuedbyttteButldmg Off1c1a! undertheprov1s1onsofth1s * AN OSHA PERMIT IS REQUIAEO FOR EXCAVATIONS 0V£R I C~RTIFY UNDER PENALTY OF PERJURY THAT All INFORMATION HEREON !NCLUD!N~ THE Code shall expire by l1m1tat1on and become null and void tf the bu1ld1n9 or work 5' O" OEEP ANO OEMOt.lTION OR CONSTRUCTION OF 0 LJ_ ~ ~ 0 Q_ E 0 >- '" 0 ('.) BP ;il ro u Q_ Q_ ~ C [l_ 0 w w 0 w w <! ~ 2 0 >- ,; w 0 u 0 a: ro ',ii 0 ~ 0 u C ro C Li: - C 0 0 i5 0 u 0 Q_ w C 2 DEC.LA. RATIO. "'.SA.RE TRUE A. NI) CORRECT AND I FURTHER. CERTIFY AND AGREE IF A PERMIT IS authorized by such petm1t is ,wt com~menced w1th,n 180 ;dr_ays,;;. lrom the date of such STRUC''"-"' OVER 3 ST-•S N f=MT I , p&(m1t, Of 11 the building Of work &""'OfiZ& y such 1s suspended or ,unc..o ~ I H ""' 1SSUED-TO COMPLY WITH All -CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON· abandoned at &fl" time '"fter the f"r od ol 180 dav" I .c. 1 STRtiCTldN, WHETHER $PEC1i'=IED HEAEIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND , .,,r, ~ •t:. . ~PR VED ,JS: 1 KEEP HARMLESS THE CITY OF. CARLSB.AD AGAlNS• TALL LIABILITIES, JUDGMENTS,COSTS AND APPUCANTS SIGNA'rURE / -NER '~°}?,ON RACTT~ O BY ~ DATE ~ Ii I EXPENSES W_HICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE /'J iJ' ,. _ , ('\ • y P \. ,, ~ ~ LJ r; t"\. I GAANT!NGO[THlSPEAMIT.-, _.,,_,A , r 'frliAI\ \!_..,_,,,; ~.u ♦ HONE ti. ---l "li lS' ' <:::J ~1 '----- TYPE DATE INSPECTOR BUILDING I FOUNDATION ..........__ I I I /l REINFORCED STEEL ~ l/k/Y/17 MASONRY GUNITE OR GROUT SUB FRAME □ FLOOR □ CEl~ING SHEATHING □ ROOF □ SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH & DRYWALL PLUMBING □ SEWER AND BUCO = P~ICO UNDERGROUND □ WASTE □ \NATER TOP OUT □ WASTE □ WATER TUB AND SHOWER PAN ' GAS TEST □ WATER HEATER □ SOLAR WATER ELECTRICAL □ ELECTRIC UNDERGROUND □, UFFER ROUGH ELECTRIC ~ □ ELECTRIC SERVICE □ TEMPQRAlW □ BONDING □ POOL MECHANICAL T j □ DUCT & PLEM., □ REF. PIPING HEAT -AIR COND. SYSTEMS ; VENTILATING SYSTEMS I? l✓f!>-J Jr,.., 4//3-/l'l'r' • I /J ,./_w(l-7"' --y--7 I'\ d?,,!J., 17'"' 1.1/4/n r~ ~/;r/n b' /7 i0/J)~!;j h"' .,.-----, ,. .,& I .. -I J. J 1-,,V , I A gM~~ -, I CALL FOR FINAL INSPECTTON WHEN ALL APPROPRIATE _ ITEMS ABOVE HA \l'E BEEN APPROVED. FINAL PLUMBING \_ ELECTRICAL ~ MECHANICAL ~ , . r/J GAS ~ ,,J,1>/n. I/ BUILDING r"'-- SPECIAL CONDITIONS 1~ V '7. I T I FIELD INSPECTION RECORD , ~ --· <jrl.....-";2.! l -._,;_. -__,.-..:7 : REOU I RED SPECIAL INSPECT IONS ~====~IN,;:S:;,P~E:;,C:;,T:;,O==R='S'=N="=O'=T=E=S====--====aaa==========j REQ IF INSPECTORS INSPECTION CHECKED APPROVAL DATE SOILS COMPL.A"JCE ,..._L PRIOR TO --;,_f:; - FOUNDA"7'10N 1f\;SP -________ .~f' 1,..lt<:-r---~ -,_ STRUCTL,RAL CONCRE ~t <._.-f~ ',._(-.• OVER 20JO PSI . ..,l,:· ,. $., PRESHlESSED "I :o,J . _,'--."' CONCRETE -~•\ <"7'· .· .. , POST TENS!Or-..iED .½ .... C,.'-...._ "\, f CONCRETE ~:~:-.., _ , \.· ; .:· ~·.... '\.'-.. F-l[LO WELDING '?, __ -_;.~_· --•4 \-~----~ f-ll(_;i----1 ::JTRENGTr< ..._..,. ROL Ts -~~~ _: . -~ ':3PECIAL MAsr_ir,...·RY I \ _.' r--------·------ r------f-, --------------------------------------, PILES c;.1ssor--..::-· r-----___ -_· ---------------------. --- ' -----:-+----------- ---· -----+------ 1------~------------- -----·---------+---------I------. ' ! --~~~=--~:~~-. ' f ~ t---~~~~---j-------~ --~·----'· ' --~ L------------------------~----. --~---------L._.. •• _ . - i f----------------------------------' : ' ' ' ' i I I FINAL BUILDING INSPECTION PLAN CHECK NUMBER: 85-361 DATE: 9-17-86 ADDRESS: 2821-2823 Luciernaaa CONTACT TELEPHONE: ___ 4_3_9_-_1_3_1_1 _____________________ _ INSPECTED DATE 9-c2d(=rfh APPROVED ✓ DISAPPROVED BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ALL DEPARTMENTS COMMENTS: --------------+fA_._... ...... 7.__: ________________ _ J U £4/.L) ;du&J ~ I..£}_ . A /462) ~~' 2) ~. Rev. 1/86 NK: Planning GOLD: Fire • . ,FfNAL BUILDING INSPECTION I PLAN CHECK NUMBER: 85-361 DATE: 9-17-8 > PROJECT NAME: --------------------------------- ADDRESS: ______ 2_8_21_-_2_8_2_3_L_u_c_ic_r_n_a_~_a _______________ _ PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: _D_u....;p'-l_x __________ NUMBER OF UNITS: coNTACT PERSON: ____ R_1 c_h_a_r_d_A_n_ns_t_r_o_n_..9'-------------------- coNTACT TELEPHONE: ___ 4_3_9_-_13_1_1 _____________________ _ INSPECTED 19'-' DATE ~ )I BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ~ INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED . ----ARTMENTS 0 COMMENTS: Rev. 1/86 WHITE: Suspense GREEN: Engineering . .flNAL BUILDING INSPECTION • PLAN CHECK NUMBER: 85-361 DATE: 9-17-86 PROJECT NAME: --------------------------------- ADDRESS: 2821-2823 Luciernaqa PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: -=.D..:;;u,::_p ..:...l e.:::.x::..:..,_ _________ NUMBER OF UNITS: ___..c,2 ___________ _ coNTACTPERSON:. ____ R_i~c_h_a_r_d_A---'-rm_s_t_r~o_n~q=--------------------- coNTACT TELEPHONE:. ___ 4_3_9_-_lc,_3_.c,1....c,1 _____________________ _ IBNYS:PECTED ~ ~~ DATE -a,/.A./~,,,,. /~ INSPECTED: .....:Cr£1!/.W'-~~..$..--=e;'--'1r;,'---DISAPPROVED __ _ INSPECTED DATE BY:__________ INSPECTED: APPROVED DISAPPROVED __ _ INSPECTED DATE BY:__________ INSPECTED: ____ _ APPROVED __ _ DISAPPROVED __ _ ALL IEPJ\RTI LNTS COMMENTS: ---------------------------------- Rev. 1/86 Y: Utilities PINK: Planning GOLD: Fire DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 □APPLICANT JURISDICTION: II JURISDICTION Q PLAN CHECKER BFILE COPY UPS PLAN CHECK NO: D DESIGNER PROJECT ADDRESS: U,21 /it, 2:-0 PROJECT NAME: 'OU Pu,\/ • □ □ □ □ □ II □ 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 the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the 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•..,--------------------------- ENCL: _______ _ .. ESGIL CORPORATION 9320 CHESAPEAKE DR., SL'ITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: ..::ruL'I ,s, :fiBS"" □APPLICANT ■ JURISDICTION JURISDICTION: C.Ai<L~FlAu § PLAN CHECKER FILE COPY UPS PLAN CHECK NO: ~5 -~& I 0 DESIGNER PROJECT ADDRESS: '2gz.1 h .. 2;1,l, WC.11;.¥!::'.NAbA PROJECT NAME: DUPLEX □ 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 the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the 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: /4 ~ ~~ ESGIL CORPORATIO ENCL: _______ _ I JURISDICTION:_aL~AuC~lm*~g,_,AQ""" _____ _ TO:_g...,,~,~nue~p...,p,.__,A~&ro-. ..... ~.T~Ro..,.N...,Gc._ ____ _ UOI l:;L /AMtNO U.A:L Telephone I 428 -l}l! Enclosures: 919'54 ---------- PROJECT ADDRESS: 2,StJ /2.p.2; I IICJfl•)8h" PLAR CORRECTION SHEET SINGLE FAMILY AND DUPLEX DWELLINGS Date plans received by jurisdiction t,-\i -g-'i: Date plans received by plan checker L->7 -sa: Date initial plan check completedJ-,·85 by~ 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 ror 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 enrorced ·by the Planning Department, Engineering Department or other departments. The items circled below need clarirication, modirication or change. All circled items have to be satisried before the plans will be in conformance with the cited codes and regula- tions. 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. A. 0 PLANS Please •ake all corrections on the original tracings and submit two new sets or prints, and any original plan sets that ■ay have been returned to you by the jurisdiction, to: O Esg11 Corp., 9320 Chesapeake Dr., Suite • 1208, San Diego, CA 92123, 16191 560-1•68. Jurisdiction Building Department. 0 l 0 f· 0 !· I B. l PLAN CHECtt HO. 5§-;34,1 D D D D APPLICANT COPY JURISDICTION COPY PLAN CHECK COPY FILE COPY To facilitate rechecking, please identify, next to each circled item, the sheet or the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. Indicate on plans the name of the legal owner and name of person responsible for the preparation of the plans. The respon- sible designer is required to sign each plan sheet. Section 302 (b). Plans, specifications and calculations shall be signed by a California State licensed engineer or architect. (California Business and Professions Code). oft. eu,LD,&Jl., ~i,,AIE~ Specify on the title sheet or the plans the gross floor area or each element or this project including Dwelling, Garage, Carport, Patio, deck and balcony. Provide a statement on the title sheet or the plans that this project shall comply with the following edition of the codes as adopted by the City. ..l!l:a...UBCm.lL..UHC~UPC~NEC __ Submit fully dimensioned plot plan drawn to scale showing location, size, and use or 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 (a)7. Indicate distance from center-line or street or alley to property line and distance fro■ property lines to proposed building. Section 302 laJ7. FIRE PROTECTION Walls closer than 3 feet to property lines shall be one-hour fire-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 extend ■ore than 12 inches into the J root setback rro■ the Property line. Eaves over required windows shall be not less than 30 inches rro■ the side and rear property lines. Section 1710 and Section 50~ Ca) and lb). c. 1/1. f ' e f· \q Projections. including eavea. shall be one- hour rtre-resistive construction, heavy ti■ber or or non-combustible material ir they project into the 3' setback area rrom the property line. Section 1710. Show location or permanently wired smoke detectors. Section 1210. U~A\2.4-A1' CJ!tJ"1~ OF <.EILIN'-.a -roP ~ ....-A1~ A smoke detector shall be installed in the basement or dwelling units having a stair- way which opens rrom 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. AOOH SIZES, LIGHT.VENTILATION AND GLAZING Habitable rooms, other than kitchens, shall contain at leaat 70 square feet -or floor area. Section 1207 Cb). Window area must be at least 1/10 or the floor area and a minimum or 10 square reet per Section 1205 (a). Appears to be deficient in ______________ _ Openable window area in habitable rooms must be l/20 or the floor area and a minimum or 5 square reet. In bathrooms, laundry rooms and similar rooms, minimum is 1.5 sq.rt. !Section 1205 (a) ). __________ _ At least} or the common wall must be open and have an opening not less than 25 sq.rt. if light and ventilation is being supplied from an adjacent roo~. section l205(a). Required windows shall not open into a rooted porch unless the ceiling ts at least 7 reet and the longer side is at least 65S open. Section 1205Ca). Provide mechanical ventilation capable or providing rive air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms it required windows are not provided. Sec_tion 1205 (a). No habitc~le room, other than a kitchen, shall be less than 1•0• in any dimension. Section 1207 (cl. ~- /s· r· D. Li , ~-,-" lit!, Mnl "' ~a>ecom ~\·-...L., l~ 5oll IL•-"-M~A .,, I ", "' ..... ,--.• ,\ •• ,-.. ~ .. _1"'('1 - Show that ceiling height ror rooms is a minimum or 7'6•. 1207 (al. habitable Section Show ceiling height ror laundry rooms, hallways, corridors, and bathrooms is a minimum or 7'0". Section 1207 1a). Provide Jo• clear width ror water closet compartments and 24• clearance in front or water closet. Section SU (al. Specify safety glazing tor glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Section 5406. Clazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet or tub or shower floor). Section 5406 Cd). Sleeping rooms shall have a window or exterior door tor emergency exit. Sill height ahall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204. A 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, and the mezzanine floor must have a clear height of 7 reet, above and below and must have the long side open to the room below except ror posts and pro- tective walls or railings not exceeding 42" in height. Section 1716. The loft you show does not comply as a mezzanine floor and ls, by Building Code definition, a story. EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Section 3303 Ca). Required exit doorways shall be not less than 36" in width and not less than 6 1 8• in height, and shall be capable or opening at least 90 degrees. Section 3304 (e}. A2£A "'' ?, ... ,.,.. __ , \. . " DA .... , '" @ I j ·l ® '~ r· 0 ·r· r· t· r· . Provide 36" hl h rotective ra ror pore es, alconies, and open sides o( landings. Maximum opening between railings shall be less than,•. Section lfii. Show how guardrail connection details are adequate to support 20 pounds per lineal toot at a right angle to the top rail. Table 23-B. Provide stairway and landing details. Section 3306 lbl & (cl. •• b. Haximu■ rise 8" and minimum run ls 9" • Hinlmu■ head room ls 6'6". c. Minimum width ls JO". Handrails shall satlsry the following: a. b. c. Provide handrail ror stairways with 4 or more risers. Handrail shall be 30" to 34" above the nosing or treads. The hand grip portion or handrail shall be not less than l 1/4" nor more than 2• in cross-sectional dimension. Section 3306 (Jl, (aee attached). Every atairway landing shall have a dimension, measured in the direction or travel, at least equal to the stairway width. Section 3306 lgl. 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 or the stairway.· Section 3306 (g) • A door may open inward at the top step or a stairway provided the top step is not more than 7 112• lower than the floor level. Section 3304 (h}. Provide details or winding stairway. •• b. c. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side pf the stairway. Maximum rise is 9 inches. Minimum width is 30 inches. 3306 (di. Section E. f· 11. ye. 1· jb· Provide spiral stairway detaila1 a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Haximu ■ rise is 9 1/2 inches. c. Hinimum headroom is 6 feet 6 inches. Section 3306 lrl. Spiral stairways may not be used tor required eXits when the area served is greater than 400 sq.ft. Section 3306 (t). Spiral stairways must have a clear walking space or 26 inches between the column and handrail. Section 3306 (fJ. Provide I.c.a.o. 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) 48 and Section 306 (f). In buildings over 2 stories in height, provide 3/4 hour fire-rated assembliea for all openings in the exterior wall below or within 10 reet 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 root setback from the property lines. Section 3306 In). 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 (■}. ROOFING Specify roof pitch. Root pitch is not adequate for roof type specified. Specify minimum pitch of __ _ Specify roor material and application. Specify I.C.B.O. or U.L. approval number tor root materials not covered in USC. Specify that wood shakes are pressure treated Class C (when required by Jurisdiction Ordinance). (Provide ICBO ll '/J· 1'· r· ·' :1 F. e e ® ri· Specify that the roor system shall be tlre retardant coaplylng with Section 3203 le). (when required by Jurisdiction Ordinance). c. Specify~ slope ror drainage or design to support accumulated water. Section 3207 la). 1~ per rt. ■in. pitch per Section 2511 ldl6. @ Show roof drains and overflows. Section 1207. Provide skylight details to show co■pllance with Sections 3401 and 5207 or provide ICBO approval number. (4' min. between plastic skyllgbtsl. Show attic ventilation. Minimum vent area is 1/150 or attic area or 1/]00 or attic area it at least 501 or the required vent is at least 3 feet above celling Joists. Section 3205 (c). MASONRY Provide fireplace construction details or note construction to be per attached rtreplace standard drawing. Section 3707. Show veneer support and connections comply with Section 3002, 4,5,6, and Section 2515 (a) regarding ties and 19 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. Show height and construction details or @ all masonry walls. Chapter 24. WO'f'E. 'T'H'AT ~Cht>N '7.SIS U,)~~ WT ~M1:1'" woDO MEm61!!:li "fo -1",T llo£i;!Oo>"'IAL ~£ ill""!21B'1"'1El) 11'1 ,vi~~~ U>l>'.1:Qvt.:no..i IN eu,~ ooJEl<o •-~Tol21 Ill 1-11"1 ~ ~ ':>lb\l '2. ~ C. OI ~"'le. 0 .VAL.I. '1 I.I.. Note that c!~~out·openfi"gs s a11"W ~- provided at the bottom or all cells to be grout filled over 4• in a single pour. Cleanout shall be sealed before grouting, after inspection. Section 2415. Show floor and roar connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Section 2310. Show how masonry house walls retaining earth are to be waterproofed. Provide detail. 3/'· H. Show a ■ini ■u■ 2• air space and rlashina between planter and building walls. Section 2517 (e). GARAGE AND CARPORTS Garage requires one-hour rire protection on the garage side or walls and ceiling common to the dwelling. Table 5-8, Section 50J lb).1Ubl£A°le ,we 'y"DII.YwAU. LSI.') ~ ,_ l'llbrll SUia. TZ> Roof "";ttfltTlhw. All elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. Section 503. Beams and posts, not within the wall or ceiling construction, must comply with use, Table 43-A, or be minimum 6" wide by 10• depth beam and minimum 8• by 8" post. Show l 3/8" solid core se1r-closing door for openings between garage and dwel'I'Iii'g. Section 50J Id). Garages are not permitted to open into a room used for sleeping purposes. Section 1104. Openings between carport and residence require selr-c1osing doors and stationary windows. Section 1214. Show garage framing section, size or header over garage opening, lateral cross bracing at plate line, method of bractpg garage front, and holddowns when required. Chapter 2 3 • .Stlow c.,H5AR I"~ NOTE: Minimum plywood diaphragM ratio is J 1/2 to 1. Table 25-I. 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. Provide 1sw raised platrorms for any FAU, water heater, or any other device which may generate a rlame or spark. FOUNDATION REQUIREMENTS Note on plans that "A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction•. Section Jo6 lal 12. 1J. ® ?}· fa. tfi· Sub■it solls classlflcatlon deter■inatlon by a licensed engineer or architect based on observation. tests, borings, or excava- tions, and containing comments on the degree or expansiveness, compressibility and bear- ing value. The report shall include founda- tion recommendations. Section 2905. Note on the plan the soils class1r1catlon, whether or not the soil ls expansive, and note the allowable bearing value. Section 2905. The foundation plan does not comply with the soil report recommendation for this project :5&,N 1h-"$&f'A£Aleoe,I Of RAeM:f uee ANO fi:a: I I' 11 f EB; Ufl\ '3' Peo:e; ~ f'o& 1"1fr ·a"' ,rrf"l A►io r,1 ~,thJf. nee,we AUl/'14 nLlil\ loLIIU)llh::•. Provide notes on the foundation plan list- ing the soils report recommendations for roundations slab and building pad prepara- tion. Note on the roundation plan that "Prior to the Contractor requesting a Building Department roundation inspection, the soils engineer shall advise the Building orricial 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, forming and reinforcement comply with the soils report and approved plan". Provide spread footings for concentrated loads designed for 1,000 PSF soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29. Show height or all foundation walls. Chapter 23. Show height or retained earth on all foundation walls. Chapter 23. Show distance or foundation to edge or cut or fill slopes and sho~ steepness and heights or cuts and fills. Chapter 29. fJ. ® ® Note on plans that wood Shall be 6- above finish grade. Section 2516 (cJ 7. Note on plans that surface water will dra1n away fro• building and show drainage pattern and key ~l••ations. Section 2905 (rJ. Dimension foundation per Table 29A. TUU Nt\ at, l'OCO)C)ATIOfllS f'0II STUD 8LUIINCJ W,_ILUL.11__.Nla■■ MOUIRDl!NTS' • _,,. _,.,. m--....... --_,. ------,._ --n---------I • • 12 • 11 2 I I " ' II , 10 LO II I ". Show foundation Sills to be pressure treated, or equal. Section 2517 (cJ 3. Show foundation bolt size and spactns, Section 2907 (e). Specify size, ICBO number and manufac- turer or power driven pins. Show edge and end distance and spacing. Section 306 ( rJ. Show size, imbedment and location or hold down anchors on foundation plan. Section 2Jl2 ( rJ. ttb. 5 f"eiz. LJl-1.Lh Note on plan that hold down anchors must be tied in place prior to founda- tion inspection. Section 2312 Cr). Show adequate footings under all bearing walls and shear walls. Section 2311 (e). Show stepped footings for slopes steeper than 1:10. Section 2907 (cJ. Show minimum le• clearance rrom grade to bottom or floor joists and minimum 12" clearance to bottom or girders. Section 2516 lcJ. . . , •• . . -1 r· I. ?t- r· /s· r· i,61. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show mini■u■ under r10or access or 1sw x 2-•. Section 2516 (c). Show ■ini■u■ under floor ventilation equal to l sq.rt. ror each 150 sq.rt. or under floor area. Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approxi- ■ately opposite sides. Section 2516 (c). Specify that posts e■bedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 lcJ. FRAHIMC Minimum construction specifications shall be made a part or the approved plans. (See attached) • Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at at least every 25 reet or length with lx4 diagonal let- in brace or equivalent. Section 2517 (g)J. Note cross bridging or blocking. Floor Joists and ratters 12• or more in depth shall be supported laterally by bridging at intervals not exceeding a reet, unless both edges are held in line. Sec. 2506 (g). Show blocking at ends and at supports or floor Joists, and ror rafters at exterior walls. Section 25171dJJ. Show solid blocking at ridge line and at exterior walls ontrussed roors. Section 2506 lgl. Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 ldl 5. Show rafter ties. Ratter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not parallel. Section 2517 (hi. Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (hi. i1J. Show 112• ■ini■u■ clearance between top plate or interior partitions and botto■ chord or trusses. (To ensure loading will be as designed!. Show double top plate with ■ini■u■ 48• lap·splice. Section 2517 lg). Show nailing will be in co■pliance with Table 25-0. Provide fire stops at the following locations per Section 2516 <rJ: '-'-'---- Show stud size and spacing. Haximu■ allow- able stud heights; Bearing·wall: 2x4 and 2x6 max. 10'; Non-bearing: 2x4 max • 14', 2x6 max, 20 1 • Table 25-R-3 • Note an A.I.T.C. Certificate or Compliance tor glued laminated wood members shall be given to the Building Inspector prior to erection. Section JQ6 (tJ. Detail all post to beam and post to rooting connections. Section 2516 (c). Detail shear transfer connection including roor and floor diaphragms to shear walls. Section 2513. Specify nail size and spacing ror all shear walls, floor and roar diaphragms. Indicate required blocking. Maintain maximum dia- phragm dimension ratios. (Tables 25 I, J, K) and Section •713 (d}. Show 3"x4" or 2•x6• studs in first story or three story building. Table 25-R-J. Provide truss details and truss calculations. Provide root framing plan and floor framing plan. Section 302 (a}7. Provide framing sections through _____ _ Section 302 (a) 7. Specify all header sizes ror opening over •• wide. Section 2517 (g) 5. ,.,. ILoih,O L.. ,:;..~ Lloo,. ,. A•L-_.~ --~-_,... ,, .. .., .. t· Provide calculations ror __________ _ Section 320 (a) 7. Show on the plans all structural requirements fro■ the calculations. yo. In areas subject to water splash and in exterior locations, wood columns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the coluans or posts are foundation grade redwood or cedar. Section 2516 (c) 4. y5. ~6. Show location or attic access with minimum size 22-x Jo-. Section 3205 Show draft separation for attic areas between units in a duplex. Section 2516 ( r >. Show draft separation for space between dropped ceilings and floor above in excess of 1,000 sq.ft. Section 2516 (f). Specify plywood grade and panel indenti- rication index. Table 25-N. When roor pitch is less than 3:12, design ridge as a beam. Section 2517 {h). tr roundatio·n cripple wall studs are less tban 14" framing shall be solid blocking. Section 2517 (g) 4. Cripple wall studs exceeding 4 reet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 tgl 4. Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (g)J. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). ~l. Specify truss layout for Jo• x 30• attic access. J. Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 th) J. Provide metal straps acrosi ridge bea■ and rarters. HECHANICH All heating, ventilating, and cooling syste■a and appliances shall comply with the Uniror ■ Mechanical Code. 1,Jo. e Show the size location and type or all heating and cooling appliances or syste■a. Show method or providing combustion air to. furnace, that will comply with Chapter 6, UHC. Every dwelling unit shall be provided with heating facilities capable or maintaining a room temperature of 10• F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. USC Sec. 1211. Show minimum Jo• deep unobstructed working space in front or furnace. Note on plans, clearances to be per manufac- turers listing. Section 704 UHC. Furnace shall not be installed under any stairway. Section 704 UHC. 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 UHC. Show ICBO approval for prefab fireplace and provide approved installation in- structions at Job site. }40-Show corridor width to be minimum 36". Section 3305 (b) • Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 & 709 UHC. ... , .. .,.,._ .i,&.. l!.lhL. ~ '2J< lo lloa~ i2M"T'ta.~ ti/. ,~"c~ ,,, __ ~-l'ioaT" ~PA.J. P1.,1ti0e. .,, .. -' ?.,/_ r,; .,,.,,. .. A-l?oo~ L">ltt!:"'1° i ') •· ,n f.;Al"V-<' .1....n-, , L-.• 1 ... l •• t.i01£A'!E L.ou\1 IDl'I 0/; '?,~' Jl ...._,,_,. ~ ,,,.,, r,.,..-g dllln ' l / -4 lt4-~w ttr c.. • 1Jr?ll 1l OH f'• A/\l ~.!I f J\' I o 11 J\ . " ~ ----, e ,. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UHC. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Section 708 UHC. Show details to co■ply with Section 709 for rurnace under the floor, Section 708 ror attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible piping passing through three floors or less shall be errectively draft stopped at each floor or ceiling. UBC Section 1706 (aJ6. ELECTRICAL {Rational Electrical Code) All wiring shall comply with the National Electr: Code. L. Note on the plan the amperage of electrical service. Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate in _______ _ At least one receptacle shall be installed outdoors, in basements and attached garages, other than laundry outlet~. Art. 210-25(b). Show minimum dwelling lighting (NEC Art. 210-26(aJ and GFI~s in garage, baths and outdoors. NEC Art. 210-S(a}. Note "UFER" ground to be provided (NEC). Art. 250-81. PLUHBING (Uniform Plumbin5 Code) All plumbing shall comply with the Uniform Plumbing Code. @ Show water heater size, type and location H. e Fuel combustion water heater shall not be installed in bath or bedroom or in, closet opening into bath or bedroom. Section 1309. Provide adequate barrier to protect water heater from vehicle damage. Section 1310. Show T and P Valve on wat~~ heater and show route of discharge line to exterior Section 1007 (el. Provide dryer vent to outside. UHC Section 1903. Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Section 1003. Shower stall shall accommodate a JO• circle and have a minimum r100r area or 900 sq.in. UPC 909 (d). . NOISE INSULATION (DUPLEXES) Show details or duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and on Impact Insulation Class (IIC) rating on floor/ceiling or 50 decibles. Title 25. Show how penetration or assemblies tor piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lines, or insulated to maintain required sound transmission rating. Title 2 5 • foe -'nUO 1,vfu-6 • U>JdZ..:TE' ~ ?u.1111rreo l'tl.e ,Et.O<\JO ~ Provide insulation 1n walls and ceiling to achieve STC of 50 between garage and living area if garage use is not con- trolled by resident Title 25. ~ on plans.Zilo"'J w., =n"ltTt., oN "'::l~ ~i,li.E-r @) Nt1I fref(.N11-nf;O fi:,42 l<'e:.IOblTIAL, UAI~ lll05f £UlOrTl~ 15~ Show method of providing combustion air to fuel burning water heater. Section 1307. ___ ., _______ ---·----- I ,,. i ,! I I ti { I 1 • d . { • I ! . i ' l •• ll!RGT CONSIRVATION, Pit••• Raad New State Mandated Regulations 1ca11r. Ad■in. Code) became errective June 16, 1983 and require that the design satisfy one or the alternative energy packages A, 8, C, D, E, 1, 2, 3, 4, 5, 6 or AB 163. The law also requires that many mandatory conserva- tion ite■s be satisfied. ls in Zone ________ _ Copies or the Residential Energy Conservation Manual may be obtained rrom: Publications Unit, ca11rornia Energy Commission 111 Howe Avenue, MS-50, Sacramento, California 95825, (Tel. (916) 920-62l6ll. California Building orrtcials also maintain a telephone •hotline• between lOiOO A.H. and Noon and l:00 P.H. to 4,00 P.H. at (916) 456-3823. 0 0 Show on the title sheet or the plans, the alternative energy package that was selected i.e. A, B, C, D, £, 1, 2, J, 4, 5, 6 or AB 163 to show compliance, and provide calculations and otner data, !fpropriate to that selected package. The responsible designer should sign a statement, on the plan title sheet, •the design submitted substantially contorms to the Energy Regulations tor Residential Buildings.• Show the •R• value for the walls, r1oors, ceiling and related areas. Provide a schedule on the plans showing thermal mass requirement. Specify rooms, materials, required area and thickness of material>. , f l11?111J1l2eo ~ fllat.Aite: Show double glazing as per Energy Design, on Glazing schedule. ,,:: az..a:;;u,.e~ Show total glazing areas on the plans. Show on the plan how shading requirements will be satisfied. Show on the plans details or required movable insulation. Show how the curtains or device will be sealed and gasketed to provide a dead air space • The plans are not in compliance with the energy conservation coapliance package selected or design calculations provided. Show on plans conformance as Collova, Specify on the Building Plans all or the mandatory energy conservation require- ments as listed on the enclosure titled •Mandatory Energy Conservation Require-' .!!!!.l! II o Show the size, type and location or the space heating (or cooling) system and provide energy calculations if the output BTU/Hr. exceeds 45,000 BTU/Hr. output. Outdoor pools and spas with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. ?20-1406. NOTE: Please see additional comments on the next sheet. If you have any questions regarding thi> plan check, plea .. call C;rltli'.~ ANl',n;L _______ at S:'20 -14le g, THANK YOU t::::\. IA.l'r.AlL ~/,J," £.O~PE>t p,...,.~ f",:a,.,, WA!'Ba 0 H~ L.Q:l:>-00.t -TO lDr-NWtr.Nr '-"LM/o,-) oF' furn!Zf .:.n.i:i-r fA..it:lh, Date 1 7-15-f:!:? Jurisdiction l A:r<LSF3AD Prepared by1 c«, All/6tL PLAN CHECK NO, VALUATION AND PLAN ts:-~'21 CHECK FEE o Bldg, Dept, □ Esgil BUILDING ADDRESS 2821 /1t11a 1 'ICIER NAfiA APPLICANT/CONTACT l?JCrtflBP ftR oo·•,:raan'fr BUILDING OCCUPANCY R-3/m wr,ex TYPE OF CONSTRUCTION v-~J BUILDING PORTION BUILDING AREA I •\I ,Al (1 """A ,.,_,.,_ rt, ... _/'\,.." , .. A....,1-lit ..c.--~· ··-r4, ,n,:, ,, ----,t\ ' Air Conditioninv Commercial Residential Res. or Comm. Fire Sprinklers Total Value PHONE NO. :ta"! -I ::, II DESIGNER PHONE _____ _ CONTRACTOR PHONE ____ _ VALUATION VALUE MULTIPLIER sc:2 "J,1,Q ,.,, c) «-..:' ..., .. -- I ,.j_ II -JI ,.. ·--I -- I /_ ,.,A_ T -~ . -- Q -,/__ ~ ,.__,--- , , . @ ,. ,a @ .:l CT "1.:J~ 0 ~ Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1,1) O Handicapped Regulations (Fee x 1.065) tj'/'i!J _ Building Permit Fee. $ -------------'-~-----JIS_"'· ,1,~=1..1·:..,.,~.1.....-·_ ~ ... Plan check r ee_$L-----------~---------£$_-=s .. s .. z,,_,_. B"'-'-'3.__ CO H HEN TS1.• ______________ _;_ ______________ _ 8/4/82 ~ CHECK NUMBER )3:-3 C, l ADDRESS ,):,hi 41.,, 3 ~ 7 . DATE TYPE OF STRUCTURE ~~ ;t <A:rb,.~ .NNING: ZONE: ----- 0:: i....J :3: L..I SCHOOL FEES: SAN DIEGUITO ------- CARLSBAD -------- % COVERAGE ----------- BU IL O ING HEIGHT ----------FENCES/WALLS __________ _ • H!O CAR GARAGE ---------- ENCINITAS -------- SAN MARCOS_.....,.._ \-¥~----- REQUIRED SETBACKS ----- FRONT --------- SIDE --------- REA R --------- ;: ~ COr'iMENTS: _________________________ _ ~ ~ REDEVELOPMENT A?PROVAL REQUIRED: -- --·------------- LANDSCAPE PLAN COt-1➔ENTS: ·-----·--- ENV rncr:r-iENTAL REQUIREP: ·--------- ADDITIONAL COMi"1ENTS: ·---------------------·- O:< TO !SSUE: 13\i: _ OATE:j;)~ · fc& OK TO FINAL: __ DATE: ENG IN EE !illj§_ LEGAL DESCRIPTION VER!~IED? ___ A.P.N. CHECKED?_ P.F.F. ______ PARK IN LIEU ---~-1-/'-~·---.--- R.O.I~: t} k.,_ IMPROVEMENTS: l}J . ----·---- } ____________ E.O.U: 2-:Ef.:O/J-\ L-01,Jt>Q ... b \j SEWER: ---~--------------------·--·- DRIVEWAY: IJ),L --------LATERAL: EASEMENTS: ___________ ADDITIONAL CO,...ENTS: ______ _ * ENGINEERING INSPEC PUBLIC ~ORKS INSPECTOR: ____________________ _ FINAL OK: -----------DATE: _____________ _ * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MA :<E All INSPECHCiiS (DRIVEWAYS, CURB CUT, DR,'JN.~GE, ~1C.j I r TO: ATTENTION: BENTON ENGINEERING, INC, 5540 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 Mr. J.B. Threlkeld o/o Mr. Richard Armstrong 2101 El Camino Real, Suite 102 Oceanside, CA 92054 OUR PROJECT NO,: 72-2-24D 565-1955 We are transmitting _,...... copy(ies) of the following: "Interim Report on Compacted Filled Ground and Classification of Soil Conditions, Lots 254 to 412, inclusive, and Certain Street Areas, La Costa Meadows Unit No. 2, San Diego County, California", dated September 1, 1971. DATE: January 24, 1985 MAIL: xxxxx TO BE CALLED FOR: HAND DELIVERED ---------- REMARKS: Transmitted per instructions of R.C. Remer. BENTON ENGINEERING, INC. By P.H. Benton/j er Philip H. Benton, Civil Engineer PHB/jer \ --·--r•··--·---··-------·,, ....., ... ~--~ ,-----·------·- BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6741 EL CAJON BOULEVARD SAN DIEGO, CA.LIFORNIA 92115 PHILIP HENKING BENTON PIIIC&IDCNT • CIVIL 11:NGINltlllll , September 1, 1971 ll!mcho La Coskl Jlouht 1, Box 2550 Encinitas, Carlfomla 92024 Sublectr Gentlemen, Protect No. 71-2-24D County Pennlt No. L5858 Interim Report on Compacted FIiied Ground And Claulflcatlon of Soll Conditions Lots 254 to 412, lnclllllve, and Certain Street Areas La C01to Meadows Unit No. 2 San D1990 County, Callfomla SAN DIEGO: 1583-551$4 LA MESA• 469-5.9154 Thia 11 to report the results of tuts and observations made In order to Inspect the compaction of fllled eround placed on certain areas of Lots 254, 255, 256, 269, 270, 273 to 277, lncl"'lve, 299 to 304, Inclusive, 308 to 366, Inclusive, 377, 389 to 410, Inclusive, 412, and portions of Corlntla StrMt, AllsmO' Place, Urubu Street, Luclemaga Street, Alfont• Street, and El Fuerte Street In La Costa MNIIOIIIII Unit No. 2, San Diego County, Callfomla. Compacting of fllled ground hCII not been 011111'ieted on Lo.ti 268, 271, and 272 and the results of flnal tests and lmpec• tlons an theN loll wlll be rncluded In our flnal report on this unit. The fills were placed during the period between March 25 end August 12, 1971 • The approxlmai. CfflllOI and depths of fllled ground placed under our Inspection In aocorda~ with the approved apeclflaptlons are shown on the attached Drawing No. 1, entitled "Location of Compaated FIiied Ground. H The grading plan UMd for the plaoement of filled ground WIii PNIPOred by Rick Engineering Company and dated January 15, 1971. The approximate locations at which the tests W9re taken and the final test *ults are p,-tfd on paeea T•l to T-16, lnclualve, under the "Table of Test Reaults," The laboratory determlna- tlQI\I of the maximum dry dtnlltles and optimum moisture coni.nts of the mafor fill matwlal1 111'9 Fflltnted on poge1 L-1 and L-2, under the "Laboratory T•t Results." Some of the maximum dry diinlltl• 1hown In the "Table of T•t Rillults" were combination, of these. The 19sll Y/91'9 taken during the WNlcly perloda Indicated below, T•t Number 1 2 and 3 4 lo 47, lnclualve 48 lo 73, lnclualve 74 to 113, Inclusive 114 to 150, Inclusive 151 to 175, lncluslve Week Ending March 27, 1971 April 3, 1971 April 10, 1971 April 17, 1971 Aprll 24, 1971 May 1, 1971 Mtiy 8, 1971 Profect No. 71-2-24D Rancho La Costa MladoWI I.kilt No. 2 Test Number 176 lo 218, Inclusive 219 to 267, lnclualve 268 to 303, lnchalve 304 to 348, lnchalve 349 lo 374, lnclualve 375 lo 413, lnchalve 414 lo 455, lnclualve 456 lo 497, lnchalve 498 lo 538, lncluslve 539 to 581, lncl111lve 582 lo 589, lncluslve 590 to 596, lnclualve 597 . 598 -2-Sepi.mber 1, 1971 Week Ending Nay 15, 1971 Nay 22, 1971 Nay 29, 1971 June 5, 1971 June 12, 1971 June 19, 1971 June 26, 1971 July 3, 1971 July 10, 1971 July 17, 1971 July 24, 1971 July 31, 1971 August 7 I 1971 Augwt 14, 1971 The final 1'91ulta of i.11 and oi..rv.tlons lndlc:a .. that the oompacted fllled ground has been placed at 90 percent of the maximum dry density or grealw. It hc:a been determlMd that the fill materials, compacted lo 90 percent of the maximum dry density, hove a 10fe bearing value of 1930 pounds per square foot for one foot wide continuous footings founded at a minimum depth of one foot below finish grade and placed tlve feet or more Inside the top of compacted filled ground slopes. If footings are placed clalel' to the mcpoMd slopea than 5 feet Inside the top of COftllGllted FIiied ground slope1, these should be deepened one foot below a 1 1/2 horizontal to 1 vwtlcal llne profected outward and downward from a point 5 feet horizontally lnalde the top of oompac:ted filled ground slopes, T•ta Indicate that the aoq,ected fllled ground ta adequate to aatlsfac:tortly support the p,cp=-:1 wood frame dwellings wltheut detrimental .. tt1...,.,.1s. Expansive clay, sllty clay, and sandy clay rolls 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 flnol clcalflcatlon of the soll conditions existing on each lot are presented as follow11 Lots 254, 255, and 256 268, 269, and 270 272 to 275, lnc:l111lve 278 and 279 281 to 284, lnchalve 297 I 298, and 299 308, 309, 313, 314 317 to 321, lncl111lve TyP8 A -Crltlc:ally Expantlve Solla Lois 324 and 326 '330 to 334, lncluslve 341 344 lo 352, Inclusive 372 to 383, Incl uslve 386 394 to 397, lnclU1tve 399, 410, and 412 BENTON ENGINEERING, INC, Project No. 71-2-24D -3-Septwnber 1, 1971 Rancho La Caata Meadows Unit No. 2 Tree B Marginally Expansive Solis Lots Lots 257 to 260, Inclusive 265, 266, and 267 271, 280, 292, 296, 300, and 301 310, 312, 325, 327, 336, 338 340, 353 355 to 361, Inclusive 364, 365, 368, 369, 370, 385 387, 388, 389, 393, 398 400 to 409, Inclusive Tree C -Nonexpanslve Solis Lots 261 to 264, Inclusive 276 and 277 285 to 291, Inclusive 293, 294, and 295 Lots 302 to 3(JJ, Inclusive 311,315,316,322,323,328, 329 335, 337, 339, 342, 343, 354 362, 363, 366, 367, 371, 384 390, 391, 392, 411 It Is recommended thot the following special design and precautlens be taken for the hou.. to be constructed on the above lots: T)p! A Lots 1. Avoid the UN of laolated Interior piers. Use continuous f"80tlngs throughout, and place tti.. at a minimum depth of two feet below the 1-t adjacent exterior fined ground surface. 2. Reinforce and Interconnect continuously with steel bars all Interior and exterior footings with one 15 bar at 3 Inches above the bottcm of the footings and one 15 bar placed 1 1/2 Inches below the top of the stems of the footings, 3. Exercise every effort to aaure that the soil under the foundations and slabs has a uniform moisture conlent, 1 percent to 3 percent greater than optimum through- out the top 3 r..t below finished 9rade at the time of ploclng foundations and slabs. 4. Use raised wooden floors that span between continuous footings, or use all concrete slabs with 6 x 6 -10/10 welded wire fabric and provide a minimum of 4 Inches of clean sand beneath all concrete slabs, A moisture barrier should be provided In the sand layer 2 Inches below slabs under living areca. 5, Separate garage slabs from perlmehtr footlnga by a 1/2 Inch thlclc,-of con- struction felt or equivalent, lo al low Independent movement of garage tlabs relative to perimeter footings. Assure oomplete separation by extendll'IQ the felt over the full depth of the front thickened edge of the garage slab. Aleo, cut off the garage door stops at leaat 1/2 Inch above the slob. BENTON ENGINEERING, INC. Protect t-19. 71-2-24D Septwnber 1, 1971 Rancho La Caata Meadc:wn Unit No. 2 · 6. Provide positive drainage away from all perimeter footings to a horizontal distance of at leait 6 feet outside the hoUM walls. Type 8 Loll Those lots listed as Type B loll should follow all the above-listed recammenclatlona with the two following exceptions: 1, The continuous footings may be placed at a minimum depth of 18 Inches below the lo-t cxlf acent exterior final ground surface rather thon the two r..t recommended for Type A lots. 2. Single #4 ban placed as directed (above) near• and bottoms of all Interior and exterior footings may be substituted for the #5 bars reoommended for Type A loll, Rlcommendatlons 3 to 6, Inclusive, as' listed for Type A lots, are also applicable to the Type 8 lots. . Only nonexpanslve 1011 conditions were observed In the upper three feet on the Type C Iota and therefore apeclally designed footings and slabs will not be required on these lots. Rosp::ctfully IUbrnltted, BENTON ENGINEERING, INC. Rtvlew.d by C ~ ~ ~ Wllllam G Catlin, Clvll Engineer Dl1tr1 (7) Addiwsee (2) Rancho La Costa, Inc, Attention: Ww. Burton L. Kramer (1) Rick Engln•rlng Company (2) San Dlevo County Bulldlng lnapec:tlon, Vista Office BENTON ENGINEERING, INC, ·-"-'"'"" •-··· --, -~·-··~- Pre}ect No, 7'-2-24D T-1 S.,,Jeinber 1, 1971 Rancho La Cosio Mladows Ulllt No. 2 · TABLE OF TEST RESULTS Depth Maximum Approx-of FIii Field Dry Dry Test !mate at Teat M>lature Denalty Density Percent No. Location in Feet % dry wt lVcu ft lb/cu ft Compaction l!emarks 1 301 2 9, 1 93,0 110.6 84.1 Reworked 2 300 1 13,3 98.4 110.6 89.0 Raworked 3 Corlntla St. 4 15,2 96,8 116.1 83,3 Reworked Opp. Lot 353 Check on 12 4 300 1 16.7 99.9 109,3 91.2 5 301 2 16,2 104,2 110.7 94.0 Check on 11 6 Corlntla St, 4 14,0 97.8 106,7 91.4 Check on '3 Opp. Lot 353 7 353 2 19,6 101.4 111.0 91,2 8 301 6 13,9 104.2 113.7 91,5 9 354 4 15.2 99,2 109.3 90.7 10 351 2 11,8 100,9 109,3 92.2 11 358 1 17.0 100,2 111.0 90.3 12 343 1 16.4 110, 1 121.4 90.6 13 300 5 16.7 102,6 113.7 90.2 14 357 2 11 .2 103,8 111.0 93,6 15 Corlntla St. 8 18,8 104,7 113,7 92, 1 Opp, Lot 353 16 301 10 12.7 101.0 111,0 91,0 17 299 1 16,6 112.6 121.4 92,6 18 354 8 13,2 110.5 121.4 91,0 19 355 l 14.3 101,5 111.0 91.4 20 356 1 14.7 103,7 113.7 91. 1 21 358 5 13.7 108.2 117.4 92.2 22 300 9 15.7 1(1/,2 117.4 91,3 23 301 14 18,0 107,6 117.4 91,6 24 355 5 16.2 107.6 117.4 91,6 25 357 6 15.4 107,3 117.4 91.3 26 356 5 15.2 106,8 117.4 91 .o 27 355 9 15.2 109,2 117,4 93. l 28 347 2 12,9 112,4 121.4 92.6 29 301 18 13.5 103, 1 113.7 90.8 30 353 6 13.2 100,3 111.0 90.2 31 354 12 12,3 1(1/ .8 117.4 91.8 32 346 1 16,8 108.8 116, 1 93.7 33 358 9 14.9 111.8 121.4 92.0 34 356 9 11,2 116,2 126.5 91,9 35 354 16 12,8 108.7 117.4 92,6 36 357 10 16.7 106.9 117.4 91,0 37 355 13 16.5 105.2 115.3 91.2 38 3al 14 16,0 108.9 117.4 92.6 BENTON ENGINEERING, INC. ·-·-·-••'·••··"-· ------~---~--r-, i ! Pl'ofect No. 71-2-240 Rancho La Costa Meadowa Unit No. 2 T-2 Sepi.mber 1, 1971 TABLE OF TEST RESULTS (CONT.) Depth Maximum Approx-of FIii field Dry Dry Teat !mate at Test Moisture Density Density P~t No. Location In Feet % dry wt lb/cu ft lb/cu ~ Compaction Remarks 39 358 13 13.2 110.2 121.4 90.9 40 345 1 11.7 112,4 115.4 '17.2 41 356. 13 13.4 106.0 115.3 92,0 42 364 2 12.7 100.5 109.3 91.8 43 366 3 13.0 104.9 110.6 . 94,9 44 343 1 * 13.8 103.2 110.6 93,2 45 343 1 * 13.8 106.6 110.6 96.5 46 346 1 * 12.2 103.2 110.6 93.2 47 365 2 13.5 105.6 110.6 95.5 48 363 3 14.7 104.5 116.1 90.0 49 364 4 13.8 104.2 110.6 94.2 50 336 3 13.7 107.7 117.4 91.8 51 365 6 16,4 110,8 121.4 91.2 52 364 4 14,0 103,9 113.7 91.6 53 366 7 17.3 103,3 113.7 91.2 54 364 8 13,9 106.0 116, 1 91.3 55 362 4 15.2 106.2 116.1 91 .4 56 363 7 15.4 103.9 113.7 91.5 Sl 365 10 15.1 106,2 116.1 91 .4 58 ;336 7 14,7 106,0 114.0 93,0 59 Allsmo Place 2 14.0 105,7 117.4 90.0 Opp. Lot Line 308-309 60 309 2 16.3 100.3 109.3 91.3 61 310 3 17.6 104.2 113.7 91.9 62 Allsma Place 2 14.6 105.1 112.7 93.5 Opp. Lot Line 311-312 I 63 313 4 19.5 104.1 113,7 91.8 64 312 2 19.5 102.8 113.7 90.5 65 360 I 18.6 104.0 113,7 91.4 66 359 4 17,2 99.4 109,3 91,0 67 361 1 18.1 102.2 111.9 91.3 68 360 5 18,0 101.0 111.0 91.0 69 361 5 17.9 99,0 109,3 90.6 70 359 8 16.9 104.8 116.1 90. 1 71 360 9 17.8 98,6 . 109,3 90,2 72 361 9 24,5 98,8 109.3 90,4 73 359 12 15.6 113,3 120.2 94.2 • Finished Grode BENTON ENGINEERING, INC. --~---·---' ---------__ ., -'e-•~,. -».-•~" -~ ·• -_.,....,~--·. ,,-.-------.--- ·. Ali,Jtll No. 71-4-240 T-3 Sep .. mber 1, 1"'1 ,, ahe I.etc.a.to Msaf.u\Jlllt No. 2 T Aal.E OF TEST RESULTS (CONT.) Depth MekflllUm Appi~x-of. FIii Field Diy Diy T.lt lmate atT•t Moisture Density 0-lty Percant No. Lacatton In Nlllt % dtywt lb/cu ft lb/cu ft Campactlan .._lb 74 Allama Place 2 12.7 105.1 116,7 90.0 Urubu St. Inter. 75 Alina -Place 4 14.0 10.S.1 117.4 90.4 Urubu St, Inter. 76 325 2 14. 1 118.3 126.S 93.5 r 77 314 4 14.7 116.4 126.5 91.8 ' 78 Allsma Place 6 16.0 103.0 114.5 90.0 I ! Opp. Lat Line 311-312 . 79 311 4 19,6 104.1 114.5 90.9 80 366 11 15.0 102.8 113.7 90,6 81 364 12 14.5 98,6 109.3 90,3 82 .343 11 15.5 107.6 117.4 91.5 83 326 2 14.0 110.2 121.4 90.8 fU 324 3 17.1 10.S.4 116.0 91.6 85 323 l 14.6 102.5 110.6 92.6 86 Inter, Urubu St, 8 15.0 107.6 119.0 90,3 . &Allsma Place t1l 325 6 13.5 108.2 119.0 90.8 88 327 4 16.2 111.9 116.0 96.3 ' 89 331 4 14.0 108,3 119.0 91.0 90 321 4 21.7 103.3 110.6 93.3 91 322 4 13.6 108.1 115.6 93.3 '1 323 5 9.5 108, 1 119 .o . 90.8 93 324 7 14.9 110.0 119.0 92.4 94 ·~ 3 14.3 112.2 119.0 94.2 95 333 2 12.8 114.6 119.0 96,3 96 334 2 12.5 97,3 119.0 81.7 Rtworked 97 325 10 16,6 109.7 119.0 92.2 98 336 11 8.8 111.0 119,0 93,.2 99 Uiubu St. Inter. 12 13. 1 99.0 113.2 87.4 ~1111110 Place 100 334 2 17.9 110.5 119.0 92.7 101 320 2 14.6 111.2 11,.0 93.S 102 322 8 13.6 96.8 I 1,.0 81.3 Reworkad 103 Urub1.1 St. lnte(. 12 13.5 114.0 ll9.0 95.8 Check on 199 Allama Place 104 324 11 13.8 110.0 119.8 92.4 105 323 9 14.4 94.6 110.6 85.4 Reworlcied BENTON ENGINEERING, INC. . -·--· -----•-. ---.. Pro(ecl Ne. 71 •2•240 T-4 Sepi.mber 1, 1971 Ranch1t La C01ta MeadCIIWS Unit No. 2 TAILE OF TEST RESULTS (CONT.) Depth Maxf19um App19X•· of FIii Fleld Dry l)ry Test !mate al Test Mellh/19 Density Density Percent No. Locatlen In Feet % clrywt 111/cu ft lb/cu ft Co111pactl•n ~-ks 106 322 8 14.5 105.0 114.8 91.4 Check on 1102 107 323 9 13. 1 100.3 110.6 90.7 Check on 1105 108 321 8 10.3 104.2 115.3 90.4 109 323 13 10.4 112.2 119.0 94.2 110 313 8 17.2 112.2 119.0 94.2 111 322 12 19.7 100.2 110.6 90.6 112 323 17 17.9 98.7 106.7 92.4 113 320 6 22.0 90.4 109.3 82.6 Rewerked 114 320 6 22.5 98.0 106.7 91.7 Check on 1113 115 335 3 21.8 97.6 106.7 91.3 116 334 6 14.4 111.0 116. 1 95.4 117 333 6 17.7 105.6 116. 1 91.0 118 332 7 14.8 109.7 116. 1 94.4 119 331 8 18.5 105. 1 116. 1 90.4 120 338 1 20.4 103.4 113.7 91.0 121 398 2 12.5 100.8 111.0 90.8 122 337 3 15.7 99.4 109.3 90.9 123 397 1 12.8 108.6 118. 9 91.2 124 399 4 19.6 104.6 115.3 90.6 125 397 Rear 2 16.6 106.3 11,:.4 90.6 126 399 Rear 1 19.6 100.4 111.0 90.4 127 339 1 16.0 109.8 118 .• 3 92.6 128 398 Rear 2 17.0 105.6 117.4 90.0 129 338 5 16.2 101.5 111.0 91.4 130 397 5 15.3 104.9 115,3 91.0 131 398 6 17.5 103.7 115,3 90.0 132 397 Rear 3 15.5 106. I 116. I 91.3 133 398 8 18.6 104.2 115.3 90.4 134 398 Rear 4 10.8 105.3 116. 1 90.B 135 398 11 15.8 102.7 113. 7 90.2 136 398 R•ar 6 13.2 107.9 115.3 93.6 137 397 9 16.2 108.6 117.4 92.4 138 322 16 12. 1 102.8 113.7 90.4 139 321 12 11.7 107. I 116.8 91.6 140 320 10 15.0 106.5 116.1 91.6 141 322 20 12.5 102.5 113.7 90.0 14 321 16 12.7 104. I 115.3 90.2 143 333 10 12.8 109.6 121.4 90.2 144 334 10 12.0 111.0 121.4 91.4 145 320 14 12.1 104.6 116. 1 90.0 146 333 14 11.4 106.3 117.4 90.6 BENTON ENGINEERING, INC. \ ------~----------~-------· p,..{ect No. 71-2•240 T-5 Septwnber 1, 1971 Rancho La Costa Meodewa Unit No, 2 TABlf OF TfST RESULTS CCgNT.) Depth Moxh11um Appr-.x-of Fl II Field Dry Dry Test lmate at Test Moisture Density Density Percent No. Location In Feet % dry wt lb/cu ft lb/cu ft Compoctlen Remarks 147 321 20 12.2 104.2 115.3 90.4 148 332 II 15.2 100.8 111.0 90.8 149 333 18 12.2 106.6 117.4 90.8 150 335 7 13.3 109.6 121.4 90.2 151 330 2 13.5 116.3 126.5 92,0 152 329 3 14.3 109.2 115.3 94.7 153 330 6 16. 1 107.8 115.3 93.5 154 358 17 15.6 101.2 111.0 91. 1 155 356 17 15.7 108.7 116. I 93.6 156 355 17 15.6 109. 9 117.4 93.7 157 271 1 16.6 103.0 113.7 90.6 158 342 2 13.5 113.2 123.3 91. 9 159 272 1 13.6 105.0 115.3 91.0 160 273 4 13.8 105,6 115.4 91.4 161 272 5 10.8 98.4 116. 1 84.7 Reworked 162 274 4 16.4 108.4 115.0 94.2 163 329 7 16.5 108.3 119,0 91.0 164 275 3 13.7 115.8 120.2 96.3 165 276 2 15.3 109.7 120.2 91.2 166 282 2 12.3 109.5 115.3 95.0 167 357 18 14.9 106.7 116. 1 91. 7 · 168 Alisma Place 2 15.2 114.3 117.8 97.0 Opp Lot 357 169 355 21 14.9 112.5 117.8 95.4 170 358 21 I 6.2 104.9 115.3 91.0 171 Allsma Place 4 14.9 112.5 117.8 95.4 Opp Lot 357 172 357 22 20.0 106. I 115.3 92.0 173 Inter. Al lsma Pl. 2 12.7 99.7 110.2 90.6 & Corlntla St. 174 302 2 I 1.2 117.8 121.4 97.0 175 334 14 16.8 110.2 119.0 92.6 176 328 3 17.2 117.0 126.5 92.3 177 330 JO 18.3 102.4 I 13.3 90.4 178 331 12 18. I 104.4 113.3 92.2 179 334 18 15. I 113.9 121.3 93.7 180 335 11 14,8 112.8 121.3 93.0 181 329 11 18.3 98.3 108.8 90.3 182 328 7 19. 1 100.2 111.0 90.2 183 330 14 17.4 101. 1 111.0 91.0 184 (11ter. Allsmo Pl. 6 12.3 106. 1 116. 1 91.3 & Corintla St. BENTON ENGINEERING, INC. ____ ,.._ .. , . -. -----------------~ f I PNf•cf No. 71--2-240 T-6 i Septembttr 1, 1971 Ronoho La Costa Meadow, Unit No. 2 I TABLE OF TEST RESULTS (CONTo) D•pth Maximum Approx-of FIii Fleld Dry Dry T .. t !mate at Te,t Moisture Density Density Percent No, Locatlen in Feet % dry wt lb/cu ft lb/cu ft Compaction Remarks 185 302 6 17.6 104.6 116. 1 90.0 186 Inter. Allsma Pl. 10 13.2 105.7 11,. 1 91.0 & Corlntla St. 187 301 22 16.5 111.3 117.4 94.6 188 331 16 16.8 101.2 111.4 90.6 189 329 15 18.5 97.0 106.7 90.8 190 328 11 16.7 102.2 111.0 92.0 191 270 2 17.2 109.3 117.4 93.0 192 270 4 16.3 104.2 115.3 90.4 193 270 6 20.3 104.6 116. 1 90.0 194 334 22 19.5 99.0 109.3 90.6 195 330 18 19.7 107.3 118.3 90.6 196 332 15 19.6 106.3 118.3 90.0 197 281 1.5 14.3 113.0 121.4 93.0 198 269 6 10.5 106.0 117.4 90.4 199 303 2 13.3 105. 1 116. I 90.4 200 302 10 14.0 104.0 115.3 90.0 201 356 21 16.2 109.0 117.4 92.7 202 258 25 18.2 106.6 117.4 90. 7 203 355 25 19.0 103.6 112. 7 91.8 204 304 4 14.3 106.8 117.4 91.0 205 360 13 10.9 117.5 126.5 92.8 206 Storm Drain 2 16.4 102.0 112. 7 90.4 BetwHn I.Clh 359 & 360 207 Sewer Between 6 16.6 100.9 111.0 90.8 Lots 359 & 360 208 Stonn Drain Slope 2 15.2 107.6 113.3 94. 9 Between Lota 359 & 360 209 Storm Drain Slope 4 16.8 103. 7 113.3 91.4 Between Lota 359 & 360 210 Storm Drain Slope 6 17.7 99.6 109.3 91.0 Between Lots 359 & 360 211 359 16 13.1 101.2 111.0 91 .3 212 361 13 14.2 115.4 121.4 95. 1 213 360 17 19.2 101.4 111.3 91.0 214 362 8 16.2 107. 1 117.4 91 .2 215 341 2 15.3 107.8 117.1 92. I BENTON ENGINE.ER.ING, INC, ___ ,,,.._._,,_._.,, -----~-~-- Project Ne, 71-4•2-40 T-7 September 1, 1971 Rancho La Costa Meadows Unit No. 2 TABLE OF T!ST RESULTS (CONT.) Depth Maximum Approx• of FIii Fleld Dry Dry Test !mate at Test Moisture Density Density Percent No. Locatlen in Feet % dry wt lb/cu ft lb/cu ft Compactien Remarks ' 216 340 4 21.4 101.6 110.6 91. 7 217 409 4 13.6 103.7 115.3 90.0 218 407 2 17.0 102.8 110.6 92.8 219 408 2 12.6 99.4 118.6 90.0 220 407 6 16.4 111.0 121.4 91.4 221 408 6 16.8 100. 1 109.3 91.5 222 312 6 15.4 108.9 115.3 94.5 223 313 12 14.6 102.6 111.0 92.5 224 312 10 14.3 108. 1 115.3 93.8 225 362 12 17. 1 103.6 111.9 92.6 226 363 15 14.0 106.1 115.3 92.0 227 310 7 13.0 104.3 113.7 92.0 228 309 6 14.4 Wi1s 109.3 91.0 229 311 8 17.6 1071.2 119.0 90.2 230 310 11 16.8 102.7 113 .• 7 90.4 231 364 16 15.2 10?.6 121.4 90.2 232 363 19 9.3 111.0 121.4 91.4 233 362 16 15.3 104.3 115.3 90. 4 234 361 17 14.8 107.4 117.4 91.4 235 359 20 15.2 107.8 117.4 91.8 236 365 14 16.2 110.3 121.4 90.8 237 364 20 12.6 105.6 117.4 90.0 238 365 18 11. 9 106.2 117.4 90.4 239 366 15 12.5 106.5 117.4 90.6 240 365 22 14.6 104.0 115.3 90.0 241 311 12 11.0 108.4 117.4 92.2 242 312 14 12.3 103.0 113.3 90.8 243 313 16 11.4 109.5 117.4 93.2 244 314 12 15.8 101.6 111.5 91.0 245 313 20 19.8 100.7 111.5 90.2 246 315 2 21.4 101.9 111.5 91.3 247 315 6 15.0 107.6 117.4 91.5 248 314 16 13.9 107.1 117.4 91. 1 249 315 10 15,8 105.5 115.3 91.4 250 336 15 21. 7 98.8 109.3 90.4 251 366 19 11.8 115.5 126.5 91.2 252 399 8 17.0 115,5 119.0 97,0 253 399 Rear 2 15.6 110.8 1'9.0 93.0 254 336 19 17.3 104.3 115.3 90.4 255 399 10 12.5 114.0 126.5 90. l 256 399 Rear 4 11 • 1 113. 1 117.6 96. 1 BENTON ENGINEERING. INC. ··----·~· V -----1 ProJect No. 71-2-240 T-8 Sep~ 1, 1971 ' Rancho La Costa Meacl.w1 Unit No. 2 TABLE OF TEST RESULTS (CONT.) Depth M11Xlmum Approx• of Fifi Field Dry Dry Test !mate at Test Moisture Density Denalty Percent No. Location In Feet % dry wt lb/cu ft lb/cu ft Compoctlen RilfflGl'kl 257 336 23 12.6 114.4 126.5 90.3 258 399 12 14.7 94.2 116. 1 81. 1 Reworked 259 399 Rear 6 14.9 100.5 111.0 90.5 260 399 12 20.1 106.6 117.4 90.8 Check On '258 261 331 20 17.0 109.3 116. 1 94. 1 262 335 15 16.0 109.0 120.7 90.2 263 333 22 16.0 110. 1 120.7 91.2 264 321 24 17.5 106.0 116. 1 91.3 265 320 18 13.3 103.9 115.3 90. 1 266 Urubu St. Opp . 2 12.7 108.4 117.4 92.4 Lot Lines 320 & 321 267 332 19 17. 1 110.4 120. 7 91.4 268 334 26 14.8 112.4 124.5 90.2 269 333 26 15.5 113.6 124.5 91. 1 270 336 23 15. 1 112.8 114.5 90.6 271 336 25 15.8 107.4 119.0 90.2 272 328 15 19.5 107. 7 115.4 93.3 273 330 22 12. 1 101.0 119.0 84.8 Rewerkecl . 274 330 22 12.8 128. 1 137.8 92. 9 Check on '2'3• 275 332 23 14.3 110.5 118.2 93.4 276 335 19 12.6 106.5 117.5 90.5 277 331 24 12.8 108.2 119.0 90. 9 278 329 19 15.6 112.2 120.2 93.2 279 412 West 1 11. 9 93.8 110.6 84.9 Reworked 280 275 7.5* 12.0 107.2 116. l 92.3 281 271 5 23.6 91.5 109.3 83.7 R-orlced · 282 271 7 • 18.9 103.3 113.7 90.8 283 272 7 * 14. 1 111.5 117.4 95.0 284 273 7 • 16.2 108.2 115.3 93.8 285 274 · 8 • 12.2 108.5 116.1 93.4 286 275 7.5* 14.2 111. 1 116. 1 95.6 287 277 3.5* 13.0 108.0 116. 1 92.9 288 355 28 • 16.9 100.7 111.3 90.4 289 356 25 * 14.5 103.8 111.3 93.3 290 328 19 13.8 115.2 121.4 95.0 291 330 26 13.0 103.2 113.7 90.B 292 332 27 15,8 110.1 121.4 90.7 293 334 30 14.9 114.1 118.9 96.0 294 357 24.5* 14.6 113.0 117.4 96.2 295 358 26 • 14.9 109.0 116. 1 93.8 ' * Finished Grode C BENTON ENGINEERING. INC. ----.,------r-: ..... ·-:..:·:1r--..... -.... Pivtect Ne.•11-"'2-2«> T-9 s.ptember .l, 1971 ! . R..cho Lo <i:.._ Meodewa Unit N4>. 2 TABLE OF TEST RESULTS (CONT-.) Depth Mexhnum App....-of FIii Fteld Dry Dry Teat !mate at Test Moisture Dentlty Density Percent No. 1.oc:atlen In Feet % dry wt lb/cu ft 11,/eu ft Compactien Re111ai-lca 296 329 23 1-4.2 105.6 116.3 90.8 297 331 28 12.1 101. 1 110.6 91.4 298 333 30 12.6 111. 6 122.7 90.8 299 335 23 14.9 100.6 111.3 90.4 300 328 23 15. 1 112.6 122.7 ,1. 7 301 330 30 13.1 116.4 126.5 92.0 302 332 31 8,7 120.5 132. 1 91. 1 303 334 34 8.9 122.2 132. 1' 92.4 304 329 27 14.7 111.3 122.7 90.6 305 331 32 14.7 126. 1 137.8 91.5 306 333 34 14.2 122.6 132. 1 92.7 31)7 332 35 14.5 108. 1 120.2 90.0 308 359 22 * 15.6 99.3 111.0 89.4 Reworbd 309 3{i() 20 * 16.0 107.4 116. 1 92.4 310 333 38 11.5 103.0 123.3 83.4 Reworked 311 335 27 15.4 114.9 126.5 90.8 312 320 22. 19.3 99.6 110. 6 90. 1 I 313 · 333 38 13.9 103.2 110.6 93.2 · Check ctn 1310 314 134 38 14.6 102.3 113.7 90.0 315 320 24 16.3 95.0 110.6 85.8 Reworked 316 400 3 16.6 108.5 116. 1 93.4 317 331 36 7.4 110.1 121.4 90.7 311 -44>5 1 18.5 102.8 113.7 90.3 31, ~ 3 16.6 110.4 121.4 91.0 320 407 10 16.5 113.4 117.4 96.5 321 361 19 * 16.8 103.5 114.9 90.0 322 399 Rear u, 14.7 121.2 131.4 92.3 .323 362 19 * 14.7 112.4 121.4 92.6 324 -401 4 15.5 110.2 116. 1 94.9 325 -402 4 17.3 107.5 115.3 93.2 326 335 31 19.0 101.5 112.4 90.4 327 El Fuerte St. 4. 15.3 108.3 115.4 93.9 Opp. !J>t LI ne #333 &334 328 408 10 17.7 112.3 122.7 91.4 329 335 33 22.9 94.5 115.8 81.6 Reworbd 33) -189 8 16":8 102.8 111.0 92.6 331 301 24* ·14.4 112.1 117.8 95.0 :aa2 363 20. 11.9 112.8 121.4 92.9 333 364 21 • 13.5 113.8 121.4 93.7 334 365 24 • 16. 1 118,0 121.4 97 .1 Check on In, 335 335 33 17.4 107.9 115,8 93.2 • Finished Grcxt. BENTON ENGINEERING, INC. _:._-~ ·-···-· -~----~ '-!ect No. 71-2•24D T-10 September 1, 19'11 Allncho Lo C01to Meodews Ualt No, 2 TA81.E OF TEST RESULTS (CONT,) Depth Maximum Approx-of Fil I field Dry Dry Test lmate at T•t Nol1ture Den1lty Denllty Parcent No, Locatlen In fNt % dry wt lb/cu ft l~cu ft Compactlen RarMrlca 336 283 4 10.3 102.4 113.7 90.0 337 283 6* 11.3 108.2 115.3 93.8 338 335 35 11.6 101.4 119.0 85.2 Reworiced 339 335 35 12.6 110,7 118.0 93,7 Check on 1338 340 401 8 19,4 103,7 111.9 92,6 341 407 14 16,6 111.0 120,2 92.2 342 403 3 1-4.2 107 ·" 117 .4 91.5 343 404 2 14,2 1()1).0 119,0 91.5 344 400 7 14,5 111.0 117.4 94,5 345 254 1.5 * 13,8 107.8 117 .4' 91.8 346 255 1 18,2 98.0 117 ·"· 83.5 Reworked 347 255 3* 14.4 111 ,6 117.4 95.2 348 256 2 * 17.0 110.2 117.4 93,8 349 400 11 13.8 107,7 119.0 90.4 350 402 8 16.8 114.4 126,5 90.4 351 408 14 18.2 102. 1 119,0 85.7 Raworked 352 406 7 16.0 109,0 119,0 91.5 353 408 14 18. 1 107.7 119.0 90,4 C.heclc on 1351 354 270 10 * 15.5 107,3 117.4 91,3 355 401 12 16. 1 114. 1 126.5 90,2 356 269 5 11,8 103.7 11-4.5 90.-4 357 269 7* 13,2 108.9 117,4 92.8 358 268 1 13.5 94.4 106.7 88.5 Reworked 359 268 3* 12,9 102, 1 113,7 89.7 Reworked 360 407 18 17.2 105.3 · 114,8 91.6 361 409 12 13.8 107.2 119.0 90.0 362 406 11 17.8 109.7 119. 0 92. 1 363 408 18 14.5 111. 6 119. 0 93.7 364 352 1 15.6 101. 1 111. 4 91.1 365 352 3* 16. 1 109.2 117.4 93. 1 366 315 14 11. 9 124. 1 131. 1 94.6 367 317 4 17.6 109. 1 118. 9 91.8 368 315 18 14.9 120.7 132. 1 91.3 369 402 12 16.0 110.8 122.4 90.6 370 403 7 14.5 97.6 106. 7 91.4 371 317 8 13.9 102.2 110.6 92.2 372 401 16 13.3 110. 7 118.8 93.2 373 315 22 12.6 112.8 118.9 94.8 374 318 4 12. 1 115.8 119.0 97.5 375 402 16 15. 1 106.0 115.3 91. 9 376 339 5 19. 1 106.5 117.4 90.6 377 337 7 15.3 107.8 113.3 95.0 3'8 400 15 14. 1 101.8 108.3 93.9 37'9 343 5 16.2 109. 9 115.3 95.2 • Finished Grode BENTON ENGINEERING, INC, / Prefect No. 71-2-240 T-11 SepNlll)ber 1, 1971 Rancho La <!:ostcr Meadews Unit No. 2 TABLE OF TEST RISULTS (CONT.) Depth Mtixl111u111 Apprex-of Fill Fie Id Dry Dry Test lmcite at Test Moisture Density Denelty Percent No. Location In Feet % airy wt lb/cu ft lit/cu ft Compactien ltem«la 380 341 6 15.0 106.5 111.0 95.7 381 403 11 12.0 105.4 114. 9 91.7 382 404 10 11.4 102.5 110.2 92.9 383 338 9 17.7 108.4 111.0 97.6 384 319 4 15.5 112. 7 120.2 93.7 385 344 1 13.8 112.7 120.2 93.7 386 342 6 19.4 111.5 119.0 93.6 387 404, Front 2 17. 8 96.9 111. 0 87.3 Reworked 388 403 15 17.2 107.7 11,. 1 92.8 389 402, Front 2 15.5 102.3 113. 7 90.0 390 317 12 12.9 118. 8 132. 1 90.0 391 400, Front 2 13.0 96.2 117. 5 81.8 Reworked 392 400 19 20.4 103.2 112.2 92.0 393 303 6 16.9 102.2 111.0 91.8 394 319 8 13.5 119.5 132. 1 90.2 395 302 14 17. 1 106. 4 116. 1 91. 7 396 318 8 13.6 122. 1 132. 1 92.3 397 304 8 17. 5 103.2 111.0 93.0 398 404, Front 2 16.6 104.4 115.0 90.6 Check on '387 399 315 26 13.0 107. 1 118. 9 90.0 400 400, Front 2 18. 4 102.3 111.0 '2.1 Check on #391 401 317 16 10.2 120.3 132. 1 91.0 402 340 8 11. 3 129.9 137.8 94.2 403 339 9 17.8 109.0 120.2 90.6 404 337 11 16.5 113.5 123.3 92.2 405 316 2 9.5 130.8 137.8 94.8 406 343 9 18.2 104.3 115. 3 90.4 407 319 12 12.8 115.8 126.5 91.4 408 401 20 17.5 108. 1 116. 1 93.0 409 315 30 14.4 110. 0 115.3 95.3 410 318, Front 12 15.4 122.0 132. 1 92.3 411 403 4 15.8 99.0 110. 1 90.0 412 401, Front 4 13.6 116.2 126.5 95.7 413 308 4 16.5 107.6 115.3 93.2 414 317 20 11. 6 123.2 132. 1 93.2 415 316 6 11.4 124.7 132. 1 94.3 416 402 20 15.2 109. 1 116. 1 93.9 417 319 16 10.7 108.8 118.9 91.5 418 404 14 16.4 111. 1 119.0 93.3 419 318 16 13.7 118.8 126.5 93.9 420 401 24 11. 9 104.4 . 119.0 87.6 Reworked BENTON ENGINEERING, INC. ----·---- Prefect No. 71-2-24D T-12 September 1, 1971 ,, ltcinche Lo Coste Meadews Unit No., 2 TABLE OF TEST RESULTS (CONT.) Depth Maximum Appn,x• ef Fill Field Dry Dry Test !mate at Test Moisture Density Density Perc:ent No, location in Feet % dry wt lb/cu ft lb/au ft Compaction Remarks 421 338 13 18.9 107.5 I I 9. 0 90.2 422 401 24 17. 9 109.5 119.0 91.9 Check on 1420 423 339 13 17.6 108.2 119.0 90,9 424 402 24 16.9 118.4 126.5 93.6 425 317 24 14.5 113.6 120.2 94.S 426 319 20 12. I 114. I 120.2 94.9 427 337 1S 15.3 104. 7 111. 3 94.0 428 403 19 16.4 107.3 119.0 90.2 429 318 20 I I. 5 116. 9 126.5 92.3 430 404 18 13.6 107.6 119.0 90.4 431 403 23 14.7 126.3 132. I 95.5 432 404 22 15.2 I JS. 9 126.5 91.6 433 316 JO I 1. 3 I JO. 2 120.2 91.6 434 405 5 12.7 108.5 116. I 93.3 435 Storm Drain 2 13.2 100. 7 111.0 90. 7 Between lots 407 & 408 North End 436 Storm Drain 2 10.4 108. I I 18. 9 90.9 Between Lots 407 & 408 ' South End ; 437 407 22 18.5 89.4 I I 3. 7 78.7 Reworked 438 409 16 20.8 106.6 1 I 6. 1 91.7 439 317 28 14. I 114. 1 119. 0 95.9 440 335 37 13.5 100.8 111. 0 90.8 441 407 22 15.4 112. 2 118. 9 94.4 Check on 1437 .442 406, Front 2 10. 1 103.3 111.0 92. 9 443 399 20 11. 9 110. I 116. I 94.7 444 406 15 15.6 104.2 113. 7 91.6 445 408 22 14.4 105.6 117.4 90.0 446 338 17 15.9 11 I. 5 119.0 93.8 447 319 24 l I. I 120.2 132. 1 90.9 448 410 4 17.0 108.0 117.4 92.0 449 337 19 13.0 114.3 126.5 90.4 450 405 9 13.7 108.8 116. 1 93.5 451 407 26 17. 7 103.6 113.6 91.2 452 337 23 13.6 103.7 114. 9 90.2 453 407, ECllt 4 19.4 103.8 113. 1 91. 7 454 318 24 13.7 115. I 126.5 91.0 456 -406, Front 6 11.5 109.2 I 16. I 93.9 456 406 19 17. 7 101.5 110.6 91.6 BENTON ENGINEERING, INC. --· ·------... Pi-e!eet No. 71 ... 2-240 T-13 Seplaber 1, 1971 Raneho Lo Casto Meodews I.hilt No. 2 TABLE OF TEST RESULTS (CONT.) Depth Maximum Approx-•f Fill Field Dry Ory Test !mate at Test Meisture Density Density Percent No. Location In Feet % dry wt lb/cu ft lb/cu ft Compaction ~marks 457 407, Front 8 18,7 100. 7 111.0 90.6 458 406, Front 10 18.5 98.5 106.7 92.3 459 319 28 15. 1 115. 9 126.5 91.5 ,. 460 405 13 14. 1 95.0 113. 1 84.0 Reworked 461 405 13 14.7 101. 7 112.4 90.4 Check on l4tl) 462 405, Front 12 20.9 90.9 109.3 83.2 Reworked 463 317 32 11. 1 120.6 132. 1 91.2 464 409 20 18.0 97.9 106.7 91.8 465 317 36 15.3 107.6 119.0 90.4 466 405 17 14. 1 105.8 116. 1 91.0 467 319 28 12. I 108.0 119.0 90.6 468 405, Front 12 16.7 104. 1 112.8 92.3 Check an 1462 469 410 8 13.2 103.4 114.5 90.3 470 322 24 13. 1 107.2 116. I 92. 1 471 318 28 17.0 104.0 114.8 90.8 472 324 15 17. 8 106.4 115.6 92.2 473 325 14 14.3 118.8 132. 1 90.0 474 326 6 16.6 112.5 121.5 92.6. 475 405 19 14. 1 95.6 109.3 87.3 Reworked 476 319 32 15.4 114. 7 123.3 92.9 477 318 32 14.4 113. 1 119.2 94.9 478 303 10 * 13.0 116. 1 123.3 94.2 479 304 JO* l 5. 1 107.2 116. 1 92.3 480 308 7 * 12. 3 111.0 117.5 94.4 481 309 10.5 * 12.3 108.8 116. 1 93.6 482 338' 21 12.7 105.6 1 16. 1 90.9 483 398 14 15. 1 106.7 116. 1 91.8 484 314 19 * 11. 1 108.4 116. 1 93.2 485 313 20.5 • 13.8 105.7 116. I 90.9 486 Alisma Place 10 15,6 111.8 117.4 95, 1 Opp. lot Lin• 311-312 487 312 18 * 9.6 111. 2 116. 1 95.6 488 400 23 * 16. I 107. 9 117.4 91.8 489 328 24* 7.7 104. 1 115. 3 90.2 490 329 28 * 7.4· 109.2 117. 4 93.0 491 389 1 11 .o 104.6 116. 1 90.0 492 390 1 14.8 106, I 117.4 90.3 493 Allsma Place 6 * 12.9 101.2 110. 6 91.4 Opp. Lot 357 * Flnlahec:IGracle BENTON ENCIINl!.l!.RING, INC. ··----·••-,•·· .. ·-·------ Pro(ect No. 71-2-240 T-14 ~ii~-~ Rancho La Costa Mead&tws tlnlt Ne. 2 TABLE OF TIST RESULTS (CONT.) Depth Maximum Approx-of FIii Fleld Dry Dry Test lmate at Test Moisture Density De111lty Fwrcent No. Location In FNt % dry wt lb/cu ft lb/cu ft CompCJCtlon RllmQfM 494 Urubu St. Opp. 6 12. 7 116. 7 120.2 97.0 Lot Line 320-321 4?5 311 14 * 11.6 106.4 116. 1 91.6 496 330 33 * 7.6 113.2 117.6 96.2 497 332 39 * 10.7 108. 1 117.4 92.0 498 D rivewoy Lot 392 2 8.4 124. 1 132. 1 93.8 499 395 2 13.0 115.0 120.2 95.7 500 396, Front 1 16.0 102.6 113. 7 90, 1 501 396, Rear 3 * 12.2 97.4 109'.3 89.2 Reworked 502 320 24 17.3 100. 7 111.6 90.2. Ci.ck on 1315 503 320 26 14.7 108.6 119.0 91.2 504 331 38 * 10.5 108.5 119.0 91. 1 505 405 19 15.6 112. 7 119.0 94.6 Check on 11475 506 JI05, Front 14 11.5 99.6 109.3 91.2 507 405 21 14.9 103.5 113. 7 91.3 508 412, South 2 * 13. 1 113. 2 121. 4 93.2 509 404, South 18 14.3 106.4 116. 1 91.6 510 405 23 14.4 106. 7 116. 1 91.8 511 ,405 25 14.8 108. 1 116. 1 . 93. 1 512 405, Front 20 15.3 102.5 112. 7 91.0 513 396, Front 5 14.2 116. 4 120.2 96.8 514 403 25* 13.4 112.6 119.0 94.6 515 402 28.5 • 14.1 108,5 114,4 94.8 516 401 26.4 • 18,5 103.7 112.7 91.9 517 333 42 * 10.8 107.5 119.0 90,2 518 396, Rear 3* 16. 1 109,5 116. 1 94.1 Check on 1501 519 310 14. 9.5 109.0 116.1 93,8 520 392 1.5* 17,4 106. 1 116, 1 91.2 521 390 2.• 13,3 110. 1 117 ,5 93.6 522 391 2. 11,4 99.7 109.3 91,2 523 336 27 * 12,5 106.7 117.4 90,8 524 337 26 • 10.7 106,2 116. 1 91.4 525 412, East 2 14,6 108.7 116.1 93,4 Upper Area 14.1 526 412, w .. t 1 110.4 120.2 91.8 Check on '279 Upper Area 527 302 16 * 9,8 113.8 121.4 93,7 528 389 2 * 16,4 10'2,2 111.0 92,0 529 391 2* 15,4 109.4 116. 1 94.1 530 395 5* 13.9 100.2 109.3 91.6 * Finished Grade BENTON ENGINEERING, INC. ----. -,,_.,.ot No. n ... 2440 Ai:mcho Lo C:C.kl M9adowa Untt No. 2 T-15 TABLE OF TEST RESULTS (CONT.) O.,th Maximum Apprex-of FIil Field Dry · Dry Telt lmea. at Test Mol1ture Density Density Percent No. Location In F .. t % dry wt lb/cu ft lb/cu ft Compoctlon fen~ 531 393 1.5* 17 .1 105.1 116.1 90.3 532 394 1.5 * 13.1 112.1 120.2 93.1 533 409 24.0 17.4 106.3 116. 1 91.4 534 396 9.5 * 12.3 102,6 110,6 92.5 535 397 12.0 * 12.5 115.7 120.2 96.1 536 398 15.0 * 10.5 120.5 127.9 94,2 537 410 14,0 14.2 105.2 114.7 91.6 538 399 21.0 * 13,5 102.3 113.7 90.0 539 410 16.0 13.3 110.7 117.4 94.2 540 404 24.0 13.1 115.2 121.4 94.7 54.1 404 26.0 * 12.4 106.9 112.7 94.6 542 321 27.0 * 7.6 108.4 114.7 94.5 543 405 26.0 * 14.1 108.3 116. 1 93,6 544 405, Frent 21.0 * 17.3 105.5 116.1 90.7 545 406 23.5 * 11.6 105.8 114.9 91,9 Si46 ,406, Front 14.o • 14.3 106.5 116.1 91,5 w 4C1l 28.0 * 13.6 106.0 116.1 91'.1 5118 407, Front 11.0 * 11.4 102.1 113.7 . 90.-0 549 334 40.0 * 11.1 106.9 117.4 91.0 5SO 335 39.0 * 8.2 106.0 117.4 90.4 561 359 22.0 * 10.3 99.5 110.1 90.2 Check on 13()8 552 338 23.0 * 14.3 101.9 111.0 91.7 5S3 339 15.0 * 6.4 101.5 109.3 92.8 ! 554 340 12.5 * 8.6 109.4 114.8 95.2 ! 555 408, Front 3.0 * 17.4 98.3 110.2 89.3 Rewoiiced ~ 408 25.0 * 16.5 103.8 113.7 91.3 557 409, Front 2.0 * 16.2 103.3 113.9 90;7 558 322 26.0 * 11.4 104.5 116.0 90.0 559 323 21.5 * 10.1 107. 1 117.4 91.1 560 324 18.0 * 12.4 104.0 111.0 93.6 561 325 16.0 * 13.0 107.2 118.1 90,6 562 326 9.0 * 13.4 118.1 126.5 93,3 563 327 0.0 • 14.7 112.6 117.9 95.4 564 342 10.0 * 12.6 116.2 121.4 95.6 .56!i 341 10.5 * 9.0 106,0 115.6 91.8 566 347 4,0 * 6.3 106.9 116.1 92,0 567 343 11,0 • 14.2 115~0 126.5 90.9 568 344 4.0 * 11.5 124.3 132. 1 94.2 569 345 1.5 * 10.1 111.3. 117.4 94.B S/0 346 4.0 * 17 .1 103.8 113.4 91.4 * Finished Grode BENTON ENGINEERING, INC. ·----... ~----,, .... / T-.16 i>ntt-t No. 71-2-240 Rancho La Colla Melld1nn11· Unit No. 2 T•t No. 571 572 573 514 515 516 517 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 '94 595 . 596 597 598 App19X- !mate Location 348 349 350 410, Front 410, a.cir 409, Rnr Albie St. Opp. 405 351 353 354, East .COS, Front 255 366 366 319 318 317 315 320 Sewer Backfill Bet. 299 & 300 Sewer Backfill Bet. 299 & 300 S.W.r Backfill Bet. 299 & 300 Sewer Backfill Bet. 299 & 300 s.-Backfl II Bet. 299-300 S.W...Bdckflll Bet. 299-300 s.-r Backfl 11 Bet. 299-300 Se-.,Backflll kt, 274-275 Sterm Drain Bet. 348 & 349 * Flnllhed Grade •• Over Pipe TABLE OF TEST RESULTS (CONT.) Dlpth of FIii Field Ory at T•t Mr>lstu19 Density In Feet % dry wt l~cu ft 2.5 * 15.3 106.9 2.0 * 14.6 113.7 2.5 * 14.3 106.2 3.0 * 21.0 102, 1 17.5 * 14.0 111.0 26,0 * 12.6 108.8 2.0 17.2 106.8 5.0 * 16,5 111,8 10.0 * 10.7 111,9 20.5 * 10.7 110.1 3.0 * 18.0 104.7 1.0 13.2 104.8 23.0 16.0 113.7 25.0 * 7.5 114.9 36.5 * 11.3 115,7 35.0 * 14.7 112,5 40,5 * 12.0 110.0 33,0 * 10.9 124.6 28.0 * 8,4 109.1 6,0 ** 17,0 99.2 8.0 ** 14. 1 98.9 10.0 ** 15,6 111.3 10,0 •• 12.2 100.7 12.0 ** 18.0 96,8 12.0 ** 12.1 104. 1 14,0 ** 12,2 109.1 8.0 ** 16.8 101,8 2.0 ** 19.5 96.8 BENTON ENGINEERING, INC. ----·--·--~---~--,--,--' Sepl9mber 1, 1971 Maximum Ory Oenalty Pwrcent lb/cu ft Coinpactlen Rllmarlca 116.1 92.1 121.4 93.6 116.1 91.6 111.3 91.8 121.4 91.4 121.4 90,0 116.1 91,9 116. l 96.2 117.4 95.4 116.1 93.8 109.3 95.7 Check on 1555 115.3 90.8 Check on 13,46 117.9 96.6 126.5 90.8 119,0 97.1 115.6 98.1 115.6 95.0 137.8 90.4 119.0 91 .j 109.3 9()~, 109.3 90.5 117.4 94.8 109,3 92.2 106.7 90.6 115,3 90.3 115.3 94,6 111.0 91.5 106.4 90.8 --------·-~---.. . --------------------- Prolect No. 71-2•24D L-1 .Rrancho Lo Costa M1adows Unit No. 2 LABORATORY TEST RESULTS S.ptllmber 1, 1971. June 26, 1972 The maximum dry densities and optimum moisture contents of the mafor fill materials ca deter- mined by the A.S, T .M. D 1557-66T method, that UM1 25 blowa of a 10 pound ham.-r fall~ from a height of 18 Inches on 90Ch of 5 layars.fn a 4 Inch diameter 1/30 cubic foot compaction cylinder, are pl'lllntecl ca follows1 Soll Type Light gray-brown silty fine sand with inlca Medium brown fine to medium sandy clay with aoattered gravel pght brown fine ICll'ldy 1llt Light gray sllty fine aand Yellow sllty clay with light gray streaks Dark gray.black fine aandy clay with flecks of llme Light yellow-brown sllty fine sand with streaks of llme Light gray silt (lightly cemented limestone) Medium brown clayey slit Medium brown silty fine to medium sand Gray.brown sllty fine aand with clay binder Brown fine sandy clay (topsoil) Light b~llow clayey fine sand Light ollve-green silty clay Brown silty clay Medium brown fine aandy clay Brown fine sandy clay with 1eatt1nid grovel Light yellow-gray all ty fine sand Light ollve-gray clayay 111 t Gray~llow slightly silty fine sand Light yellow-brown silty clay with fine to medium sand Yellow-brown sllghtly clayay fine sand with llme streaks Olive-gray clayey silt with siltstone Light gray clayay slit with streaks of rust Red-brown lllty clay Brown fine to medium aandy clay Gray-brown clayey fine to medium sand Light yellow-brown fine sandy 11 It Medium brown fine to medium sandy clay with flecks of l'Ult Gray-brown silty fine to medium sand with siltstone Light olive silty clay with siltstone Dark gray clay (topsoil) Light olive silty fine sand Brown silty fine to coarse sand with 30 to 40 percent gravel BENTON ENGINEERING, INC. Maximum Dry Denelty lb/cu ft 109.6 126.5 115.0 116.1 110,7 115.6 113.3 96.5 106.7 121.4 117.8 118.9 116.9 116.9 110.6 119.0 119.0 117.0 109.0 115'.3 109,3 113.7 106.4 111.3 111.9 120.2 123,3 115.6 118.0 I 17 .4 117.0 114.0 118.3 137.8 Optimum Moh- hM Content % dry wt 12.4 9.4 13.5 13.2 15.1 13.8 14.2 21.6- 17,4 11,3 13.1 13,0 12.4 13.0 16,7 13.2 11.5 11.7 16,2 13.7 14.0 13.8 13.8 16.0 15.3 11.5 11,7 14.4 12.4 13.1 13,7 16.1 12.2 8.4 ( ,,;- L-2 .,.._ct No. 11-2-2-0 ta111ho La Costa Mead.ws Unit No. 2 LABORATORY TEST .RESULTS (CONT.) Sall Type Yellow-brown sllty fine to medium sand with siltstone Yellow-brown sllty fine to medium sand light groy sl lty clay with rusty-brown streaks light brown sllty cloy with rusty streaks Whitish ollve-green'clayey slit Brown-yellow clayey fine sand Medium brown clayey silt Whitish 11ft with lightly cemented limestone Gray-brown sllty fine sand Ll1ht 9ray fine to medium sand BENTON ENGINEERING, INY, Ma>elmum Dry Density lb/cu ft 116.0 111.0 112.B 120.6 109.0 116.B · 106.7 96.5 109.6 105.0 September 1 , 1 t71 June 26, 1972 Optimum Mtls• ture Content % dry wt 13.7 15.4 16.9 12.2 16.2 12.4 17.4 21. 6 12.4 J.4.2 u:x;, NO, _________ _ SAN !Wl!DS UNIFIED SQICOL DIS'IRICT JIDlECT SERVICE AVAUABILI'IY lEITER ,PROJECT DFBCRIPl'ION Project Address/Location,..1.:::1!'.1'\~!L_L.:.'C...~~!.ll:&lfl.!---J'l(.~(<f!:LW!<i 2823 I uciernaga, Project Name: (k,46,Z~ ject located on ,-- Assessor's Parcel No. (s): Assessor's Parcel Nunt>ers 1. c:::rID KJaTilrn 9 3. i:=IIJ □::o rn ( Attach legal description if necessary) Census Tract No. 2, I I I I [II] [D 4, 0:::0 o:::::IJ I I I ---------1"--'""'""'"'---"-".Jtcc (check one or roore) Housing Type Single Family No. of D.U. 's No. of Bedroans L 2, 3, [J Minor Subdivision (TPM) D Major Subdivision (TI.I) Multiple Family Mobilehare Uni ts 1 duplex Owner/applicant agrees to reconfirm this pro_iect with the issuing schCXJl district every 6 roonths unless such action is not required by the district. District Phone 61~744-4776 Owner/applicant understand that the certi.fication 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, permit, or other conditional use processes) expires. The information I have proJ?.ctect i~~ ;1 / ,/}:Ji) APPLICANI' s SIGNATUfIB -&~.{Pi. /#JI f(Y" Date // -"'/'-K:J-u SAN MARal3 UNIFIED SCHWL DISTRICT CERTIFICATION OF SCHWL AVAILI\BILI'IY OR NON-AVAIIABILI'IY Date: It'.) OI!J DAY [QJ!J YR [!l::.EJ TO: City of Carlsbad :rnoM: School District San Marcos Unified K-12 Grades Served: ______________ _ 1. D School services and facilities are coomitted for this nro.lf'c'.t. S1,rvices will be available concurrent with project need based on a secured agreement with lhe developer which has adequate financing and clear intent. The termination date of the docunent is: ___________________________ . See attached copy. 2. ~ The undersigned school district hereby certifies that it will be able to provide adequate school services and facilities to the aOOve described pro.iect concurrently with the need of such project. D.vner/applicant has paid the required developer's fee. 3, D The undersigned school district hereby certifies that it will not be able to provide adequate school services and facilities to the aOOve described project concurrently with the need of such project because---------------------------------- DISTRICT REPRESENI'ATIVE' S SIGNATURE TITLE 4 ;J .~Date_l_l/_4/_85 ___ _ Facilities TechnicianPhone -------------- \'jHJTE-CIVIC ENTI'IY YELIDW-DIS'IRICT PINK-OWNER/ APPLICANI - tJ _$·// 2,o LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name Gary Adelson/Graig Anderson Phone No. (213) 843-6000 Mailing Address 400 W~_11er Boulevard .:»J3 W 1,J,t,, ~ Burban~ CA 91522 y'.h,~ hl;o9-t ~ CJO:llb S2rvice Address: 2823 Luciernaga Str:ge.,,_t _____ _ Tract Description: lot 374, Meadows #2 Assessor• s Paree 1 llo. 215-310-19 =..;:-.::;..;_c_-'-=---------- Type of Building Du,~p-"le..,x,._ _____ No. Units 2 Connection Fee $1,200.00 Lateral Size: 4" 611 8" Saddle Easement Connection (pre-pd 400.00) ·· Ex~ .. ~ Fooi;A_gP.: @ $ Extra Depth: __ @ $ _____ 800,00 Amount. Rec'd $800.QO Ck. No/~ T69 Date · ..... 1/..,..1....,4n-/8""'0.- Rec'd, By ecd Lateral Fee Prorated Sewer Service Fee Tota 1 $_1....1..0~ The application ·mu.st be signed by the owner (or his authorized representative) of the property to be· served.·· The total charges must be paid to the District at the t_ime 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 plul]lbinq to the point in the street (or easement) 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 conformity with the District's specifications. rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DiSTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANl". 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 WITHOIJT 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 conmences 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 • . waMt,c, " is correct and agrees