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Home My WebLink About2077 LAS PALMAS DR; ; 84-164; Permit] ··--·----· =-· ·,·'II¼·_:;;.;,:::;.:;,~~~:~~;~:., '. '.:~SE '~'t'"'':''. QN:,v_• :~s "~!!l~SBADl!OiLDINQ QE!'A~Ui1~NT-A~P~~;~~~;;•;;;~:;'" SHADED AR~ AND DECLARATION« , ~,.! -.'~'.~~:s1i.";~ C1~a~!fr1,9 ·(c~m~enclng with ____ ,· . . _ , , 1_200;Elm, Ci!rlsbad, Califqrni.a 9?00!3°1989 (619) 438'!1525 . · · -· · ___ ,_, . ., __ .......... _,.. ---~~.:._:_:,,,:.:::. .. :.:-:-.-:-:: ... ·---:·' -~, .' ,_fJ'[,;"fani:t~rbfessl~nos,god:,0:n~~/~~e~~=l~:L~'.._1 J08~D~flESS , AV.ST.RD, NEARESTCROSSST. ·DATEOFAPPLJCATl~N BUS!NES~LiEN~E# VA,LUATION P!,,fU.1JT_NlJMBER ij:\ I ·a: full'force·and·effect"··· -·-----·· · · --u,·11 UtJ,· · ,A/4/it'J4 l"1 ~ · ~~ "j/t) >. .,. • • -• . I -· . . · . -,..... ·-------·--· •· ~ -111:,> • --: -•· 'b~/Y' .. · ~------· · · 'tc:> · .... ...,._ ..... ·•• ---··· ....... ,_ '•Z tic No. -Class -I . . . -· · · ' ' · · 'f ' o:s ~ ;J ·, -O ---<---~q~, ,.· ; :.·--·· ... --. .. ---··--... (" LOT :5J,.0CK CON'TRACTOR • CONTRACTORS'PHONd ZONE ' . • .ti.,1-j /_L 0 J/r:., !1-~r::-~ )1. tiJietii":,afl,rm that.J:.am .. e_xemp\':IJO<T\,Jhe,:Confra_c,. ·r·· ---·--~·LA)';•'•· ·•!¢0· .. ., c.a· 'fJ~' ,,., ·:·.at, o· " \ · ,-#-. ,· ~-. ~ ..... ----.... ·---·. -·· -·"·Ct'"\"'....-,·~-"-·---;-. -E } ' , . _ ;-, ·-JOJ s, -~1sen~~ ,law .tor the ,followlpg reas9n (Sec, ~031._5 lt--.-'---'-:.,,----'--+-'--'-------,,--'--'-----''-'--'---.;c..--..._ ____ ,..;.._ ..... ._, 7 . v, · r,.J --;;;, , , , Busmess·and P.rofess,ons Code: Any city or county which re· ' " , · ' · · · , , ' ' · ~ · • 0 , quires·a--jiermit ·to·con'struct, alter'·irnprove:0deinolislt or· L. . e:·,rtRA1'T"'F!'S-·o ·ffE'sS'"' ----· • • · · '" ·--CICENSE'NO · -·· • · ·--·r.,··-·--· -------~-·--· "----.------·-·-· ----.•. Ii-' ·: •,' .• ,1, .. ,~;P-~'::~~E•1'~~"!~~.!'f!~r_t?.!!s!s~~~n_c,e~!~?-~9~!!~.S.\li~-~~; : .._,,.,.~-,,,_,...,re,_...... --? ~ , , o "o ; A, D . . _ . , , _ , 1. . , , PLA:N 1.0. # e.LDG -U~E _c90E ;I :i ·'s"'t 'wNE!R'S MAILING ADO.RESS · ·--0. ;. ,tJD-,&,c \/l$~--s,. M---W. · t...e,1.. . ..... · · --··---.., __ ~-r::{.cy-,,.. '., ·-··----~ '. f .• , . • ' ' ' ' • . . ' ' ' ' 0 l , _ . ___ ,-.-,. ,. , .... -----···" _ .... , .. ,• -:i, : · , -· , . .,. , , " , DESIGNER . · . · ,LICENSE# · !,;rAN,DARi;J PLAl':I' # • , BUILDING,SQ.,R TAGE , (D' empt1_there1frsomtand7t0he31b~sJbsfo1,\he-a1\leg~1a,1~xen;,plio~; A'QY ·1 lAfJ~ \/(~ , ... :. .. .... ·~--'---~'"c-,.{~·---.. .. .. -----·--· .. ---·-----· ·~·-'·t·'·'?:·.-, ·t (jj·--4''"' ·--· '. '. -1 , y1qla Jo~ .• 9; ~.c I0!,1_, ... ,~ y ~n\app 1qan ~ p_c~a p~f_l}l~t~ub-, l', 1 , , • 4 _ -"-_ , • , 1 . • , ' · , · , , ~ , , . f i, 1e,1s·the-~pphcantto·a•c1v1!penaltyiol'notrnorethan',1lvehun· -1-•· ,OE$CRIP,T<toN OF WORK · , . · . ' , ' ·. .. · . / -', ···1'·' 'dred'ddllq'r's'($500)'.<'" , .••. ,,, . • .• ..,_, __ '· -•• i ·: . '. h " ", ·•• • •• ,, £>.E,SJGJ\IER_;S,.APDRf.$S . .... . • .. DE.SlGNER'S,!'H.ONE _ ·, ... k-1.\f";: , L J;JQ. fi-tJ;;I _: ,,_ .:._:l:'.!J(j}:1,:l',d_.U. .. -. d.f2 ·,- a::·.-. :C?;-l~~s 6w~er;~f.the_p'.opert~,,or !')Y:01!,'PIOyees,with-wages .. •I " ' ' ' oou-'I sF;eiii' ~4 / 08/ 85 ,t'.r,p; 7-a• 1·n ·1·1~-\ w, ," ~ .. 1as~th,e11' ~o!~-c~~per1s~t1on;"\'!"'~!11rdo.t~~ ... work,.and !he ~true~ I: ,,__,,1.f"Jlt:;;,, .,'/ _... ..::-, .~ , .... :!' ;./' _ , I .,_ ~ ~ t\ 1 = I o ture-1s not intended oroffereH forsale(Sec. 7044,,Busmess IJ--~-'--IH~£t-""--....'3""1-c'-'---'-,c..µ-===+-"""=!,;f..l"'8~ I,.:., ... , ·-· -· • ... .. .. , -·• · ---;----·-· · • -· -· ---· --o." , . .J :;--and Professions Code:·'rhe·Contraclor'.s L'1cense,Law:iioes I --. F/P. FCR ELEV. .['lO '·OCC GP '. 'EDU , ,,.,-· C. : . . ,5·.; ,,,not apply·ld,.~n.<owner,,cil 'propertl'cwbo·builils;g'r' ipfpro~es '· 1, ' , : STtRIES, ' · ~ (7 ~ (Ct : Jf-o fJ'-8';) <t: ·ID , -thereon·and·who•does•such work-h1mself·orthrough h,sown , • --,·. ·o· • .0 ,... ·--·'' · •·-.... 1 -• -~ • --· ....,'"", -·'"7_,j" .J•" • • · -·, -.. ;;. . ..... ·· ·· ·•-,, __ · • , ... · --1 i_'iii: :,. ·emp(~'yee~;p_rqvid~cf!panuchh1)proveme~ts,ii_re~o.11nt~n~·E'I-.; ', · " . ,' . Y_-N., ,. '-.--' .. ' . , .· , ;' . . ,!, · ~-----~~ O[.'l,lfCred.(of ~Je, lf,.hQ\'leY.~r.1,b11.b,uitdm9 Qpmpr<lve-__ ,.--"·OE•NStJS'·TR'AcC·T' · ' ·GP LANb •tJSE .~, 'f>A:RKiNG SPACE ·RES UNITS GRADiNGIPERMIT ISSUED; • REo'EvELOPMENT ~ ' ;iilnh~;!0/~ewb~h/~e~~~1~i~~~~~?,W~eJi.~1J~~oilb~Ti~bi:ir~'. I • ' ' ' > .... . . .-·. I .. ·A:REA·--. . ... .!c: ·-·---_c , T'fPE · ·1,0CC~0/1,0 ! FIR:z· 'R · I< .-.. ~,--~-----_L "!:-" ' • O-'V> piove·fortij.e:purpose·qf··salej,-~·--·~--····· ......... ·1(·, .,..... .. .... , •••• , =-· -··-·-~. \. ,y-0 NLD' 'v_D' "!0 ,-,~-'-/._' y NO,, N'ot Valid Unless·Machine Certified q:: ' ',,,' f , ... ~_ .. .,.u,1, .. as.owner01mepropeny;.am•excIusIveIycontrac1mg .. 1 --:----~-.-.. ,~,._·.,·-·~~-----· .,....,__ -··-~,.:._· 1 ·;--~, -~ -· , --..-... ~.:-,-.-'..,.,,,_, ___ , --"-~------·--··=,.· ---· --..--,...,.:.·_....;.·, ................ ,;.....,_ .. ,.._, .... __ r·-l , • .-;: f•WJtlj lic~ns~d conlractor~ to cq'qstrJJct,t~e prorect (Sec. 7044, · · · · ·; · . · · · · , '· --? > ,., · _' , , , ·., · • . ' ; · , . ' · , · · . •. ,; ·~usiness~n~_P.r.ofessionHo~~: Th_!(_\:On\fa~tor·_s,Uq~n.sJ t QTY. ·' PLU~_~l~-~-~E:_~~IJ: · ISSU~ . / _;,.:....--: QJY. MECHANl<JAJ.,.,PE;f!MFf a ISSl:J~ 3 ,--,SUMll,-1AR:Y/AGGOUNT NUMBER , 0 _LaW:doesnotappl~toano,wnerol,propertywhobmlds,o"Jn·, I. \ · " -, l .. ·--.. -. . ................. -------.............................. -· ----,--· ··--------·--·--.............. ,_ . --C/l • 1 ' ', i>roye_s,'\h.ereon ... a\ifyth"g'~·~tr~~l~:1°r eacb"prof~~ts yiitlj'•a I;(: , EA'OH·FiXTURE·TcRA:P.· i' INlj,T-ALL FURN ·ouc'TS' UP to 100,000 B'T-U; BUILDING·P.ERMIT 01·00·00·8220 qz..-z, -' (/) -~-, ,. -f1~/~ctor(s),hcens~.,pursuanuo.the Cont'.actor's:ticens~ .. 1.. ,-_, , , , · , ,.' .. ... , .-.. ~ 1 · • • -• • •• , • , '.· , •• ; • .,,r. _Z'\ . · _ . . : '".. -_ · _ -~ Q' \'::',, ... ,.:;-y::,_;_~-;;>_ , , .~ACH-INILD.Jl'jG:SEWER !·--··-····-·--(;,,,.~ -~-t,dm() -OVE,Rl00:900-BT;U, ., ..... ·-__ : ....... SIGN:PERMff,; .• -· '··-:--Q-h00·00,8Z?1-.:---· -···-------....... -.. (/) t-, ·----•D--Asahomeowner·l'am1mprovlngmyhome and the follow· I -,, ... · ... · ·-· · ,_.. ---, ,. -. ~a ~-C ,_ , _: (~g-cpntli~ons·exi~ll.): . _,: --:' ·:· :~_:'-,' , . ' ·: jl' '. , :, , i EAC!f_W,/l;lER HEATER Al'!()/QR Y,ENT \ 1rn1LE,Rf_COMPRESSOR UP TO 3.HP , _PLAN CHECK 01·00·00·8806 ,, , ' ~/"7-h '1? !I ~--.. "· .-·,{. r~~~~'f;tit:~g;1;:"Woie!!.rJt,!r.1~emonths ;/ -• :-£1:\CH'GliS"sYSTEr;n-ro 4· (JUT LETS' ' --.... , . i ·scui.ERi.6oMPRESSOR :J-15 ~p. ....... .. . ... , "TiiTfLPLUMBING . "'oi·-oo:oo-8222 ··.·:,.o <X)' . .. -·i 6 _ .. . .. . .. rio, to completion' of--th)s'.~ork'. ·: . • I .. ,.. , . • . : ' ; : _ :· , · _ _ _ '. 1 , , • _ • • • • • , • ' • • , _ • ·r 7 CJO , , ~ w · a. f have not claimed t~,s exemption durmg the I EACH GAS SY.STEM 5 0 R MO RE--:·· _ . L . · METAL-F-IREPLACE. . , _, ... ,.. .•• .• . .. . . .. ELECTRICAL ·-., .. -0.1.-,,00·-00•8223 .,A.-'~l6. -·· .......... __ o last three years. -· 1 , , •• , 1 ' ~ ' • ~ Q> ··-·--·o·i· -··---· ,-·-······'-~EAGH.INSTAl,,-At-TERREPAiRWAT-E.R:'i'IPE, 7_..'7-,J· ,VENTFANSINGLEDOGT ; MECHANICAL 01·00-00'8224 _--:--J' -~ , -,a111exempt.underSec,,..,...-,'-_--~.B&P.C... . ----• -, ' · ·· , :_ :~·.10~thi:~ason_-~:·::·.: ···'',~:: ..... ~Aci.vAtU.UMB.R~MER .... . '"it1EtH~~HAUST~HOOO/OQCTS .... MOBILEHOMC .... 01·00-0Q-8225 ··-·-····i I..,. WAHR SOFTN~R .... .. . ~ RE!-Q.Cl:\'T_ION QFj:A FURNACE/Jll;l\Tl;R 1 _. .. _ • . • ~MOBILEHOMEP,ABK INSP ... _. • _ ... ., • •. __ !gr -~~ ,~ 1 EACH ROOF DRAIN.:(INSlpE) r~.--:;u I SOLAR 01-00-00-R??&a _ •. ~ -0 .I hereby·alfirm that I ha•e a cen1f1cate of consenl . I ... " . ., , . OT E rHAN C L µ · , n _,,.., ·O ~ t-Coriipensa110n Insurance, or·a cert1f1ed copy thereof _ . ' -, • ,to. ,self·1nsure . .-·or, a ,cen1hF;,'te of Workers'· 'I T J:;L M "' I ·A I'" ·--~' ·-, "dllf!'j · STRONG MOTION·· · 80',92·33·0519 -·-,._.,,~ · ·' · -a: ..... <~-3:'!QO-~!Jo[Cooe): ,·.,:., ( TOTALPL·UMBI.NG I_ l"J.{1:) t .' , ,. FIRESPRINKLERS 01·00-00-'8227 _,,: ~ .. , ..... , • ~ ' ~ -/t I , --, ... ~--ctS -~~ • .'z>.1J~v.~o·_-:.~. ~ ... I QTY. ELECTRICAL PERMIT -ISSlJE. < U---QTY: ·SOLAR • ISSUE ' I PUBLIC FACILITIES FEE 32·00·00·8933 ':, ~ l '3 ;-/,o '.:_ .,_ . p;>~PAN,Y .. • .. ---• .l, •• ,..:)--•· · .. · -.. · .. : .. -·BRIDGE FEE • ...... ---~ C ' ' " .. . ' ·, I Q) ~ 0 ~t1s_.1'.1ed •1th lhe :11Y • ' , •1 'lllEW~CON§T EA A~P/S"'.{T,tB~R. ; COLLECTORS I SCHOOL FEE· DISTRICT :g ~ , 0 Cen1hed copy 1s hereby-furnished I l .PH 3 PH ~,k_ · 4fl"\. OJ ' STORAGE TANKS f I . • , . , -,ct1 ·.:If __ , ~:._-,-, • _ . ___ .. ·:.;·. . _ _ . .... , '-V , . , , : Car sbad 80 92 21 05,~9 ,!:: ~ s.L CERTIFICATl OF·EXEMPl'IOlii FROM .1 -,EXIST BLOG EA-AMP/SWT /~KR · -· ,. "ROOK S·TORAGE--· -·; , -... Encinitas· 80·'92·22"0519. . -·~ , .• -. --, --u. • ~ . -WRKERS"COMPENSA'TION INSURANCE .. ... 1· , . . . ·~ . . . . . • 9 · ~ , ' , (Thi~ S<!~tion ryeed not_ be completed 11 the perm,1 I · 1 PH 3 PH ·PUMP San l)iegui\o 80·92·23·0519 ' ,_ ·w • . ,is tor one-hundred dollars (S100),or less). • f .•. • -, -. • , .. .. . . --• , , ·, • , , . ~--:;,.:,· •.• , ,REMODEL:ALHRPERCIRCUIT .PLANCHijCKFEE ,_":.' SanMarcbs -·»80·9'2·24~0519 -,._ ... _ _,. ·' • I \~ ~~ '"'·~ a: D' I cen,ry that ,n the performance of the work tor I · -----' ----· · -·o .. ,i(hicti 1h15 pennit IS, ISS~. 1 sfi'all"i\ot employ any I ~; ~_rSOn m any manner~ as to t>ec;:oine sub1ect to --·the-Workers' Compensatio_nhlaws of-Cal1forn1a -. t --NOTICE TO APPUCANl If, atte~·makm;i 1~,s Cert, j ':: f1cate o!:.Exempllon, you should become. subject I? I \h"e Worke(s· Compensat1dn Prov1s1ons·ol tt,e.J..,abor I Code; you musl .. forlhw1th comply "!'Ith such--ProV1S1ons or ~h1s·perrr11t shall be deemed revdked I l l O I ·hereby au;rm "that f Jhere IS a conslructIon ffi lending agency to·r the performance at the work. for 0 ~ which t_h1S ,permit 1s issued (Sec 3097. C1v11 Code) z . ··--~ Lender's Name __ ~--"-+------ • 'lender's Adilress ·- I I I J I ·I • -• -~ +--:~ ·-... 0 ··10·,t'EMP POTE 200 AMPS .... ·oy1:R2ooi1.1~~s _ · -,. 'c-'. ·:..,. -~ .. "c.::_· ,. ., -r-EMl'·occliPANCY .<~o-o~:'vs1 • 0 · .. I . , ... J .Q3~~ ~.,"Q TOTAL ElECTRICAL J 4et;7·eo TOTAL. SOLAR ~~A TOTAL ·FEES PAYABLE _:o 't, Q) a. •C/l ;HAVECAAEFutiYEXAMINEDTH1~~PL~1~~~;.~~~l~~-:-1A~·~~R1:.it{··.;-1MBo~i~\. * "~-~.i\~,,.-"1~-~e~~~SOVER ·-, 1 ·CERTIFY UNDER<-PENALTY OF -PERJURY TH,At' Alt.: INFORMATION HEREON INCLUDING 'THE 5'0't9P X"HO.OEMOl.moN OR \Nl'l<>11w,,;TION QF . :c ,- DECLARATIONS AflE TRUE ANO CORRECT ANO I FURTHER CERTtF')' ANO•AGREE IF:~PERMIT IS STAIJCTIJAES OVER 3STMIES lfil'HEIGHT' : -~ lSS1:IEO: TOCOMPL¥WITHALLCITY1,COl:IN'tY:·ANDSTATELAWSGOVERNING·BUILDINGCON-Af'l"l.;Jl..,•n . --·--, , , ·:C KEEP tiARMl:.ESS TliE CITY OF GARbSBAD AGAINST All LIABILITIES, JUDGMENTS, COSTS AND ~.::_, ·' s; . \"' f"t (' r{h , , EXPENSES WHICH MAY IN ANY WA't;:.A'CCRUE ,AGAINST 'SAID CITY IN CONSEQUENCE OF''f.HE · " . -· · , · •· , '.-.. ·•· _J ~ . ... ' . STRUCTION, WHETHER SPECIFIED HEREIN OR ,N<;JT. I ALSO AGREE TO SAVE INDEMNIFY ANO OVED•SY ,. ~-r,.• I DA* • , . . 3: GRANTING 0F:rtt1s PcRMIT. ___________ .._ _____ ~· I " · _ L~ " _rl ,,,. ,.__ • t· • • . y s:::::::::: \;. , TYPE DATE .. INSPECTOR ~ ~lf, -.J (p cf ' BUILDING FOUNl:;>ATION l flEINFORCE.D STEEL 1. MASON.RY ! GUNITE OR GROUT I FIELD INSPECTION RECORD REQUIRE!;> SPECIAL INSPECTIONS INSPECTION REQ. IF I INSPECTOR'S CHl;:CKED APPROVAL ~-.:II INSP_ECT0R'S NOTES DATE r . / , _ _ ~ . -:zl/o:t':Ji?-#,1~ 4.tft:~ INSULAT-, _ ___ , _ _ smucrua,ccoNcRETE _ ·· I --_ · .;Y/4, -/ -s; '·/4 ~ l~tERIO~H&D~A~ ·-I: . s. ·-· -~--~: . . . ]--~ Fl:OOft-~ CE!,L.ING/41,JB ;F_flAML. f .I i SHEATHING l1t ROOF . q SHEAR 111 :2aZ~l Uil>J!'L . FR:AME :~, -• . I / / ,_ SOILS COMPLIANCE PRIOB TO FOUNDATION INSP EXTERIOR LATH . PLUMBiNG 1 SEWER AND BUCO DIPUCO : UNDERGROUND P WASTE D \'VATER TOP out , D WASTE. TUB ANt:f SHOWER PAN GAS TEST D W~!ER "T ~ D WAT~R Hl;A"'(:!;R -D SOLAR WATER I _J ELECTRICAL . l 0 ELECTRIC UNDERGROUND D -ijFFER_ ROUGH ELECTRIC l FIELD WELDING .• HIGH STRENG.TH • I I I BOL,TS I I I •, ·1---,-....-----'-'-----------:-----,--'----~~-----'--...,,.--, SPECIAL MASONRY PILES CA{SSONS .: o ELECTRIC SE~VICE. [] T~MPO~RY I : . I : I I . I 1 · · · . ., f · -I 1 - D BONDING D POOL . I • · . · . . · .. ·--· LI'.__._._. c '""r-- 1 MECHANICAL l o DUCT & PLEM.,. q REF. PIPING · 1 I , . . .. I HEAT -AIR COND. SYSTEMS : . :_ '-; ,\ VEN_TILATING SY.STEMS· 1 CALL FOR FINAL INSPECTION WHl;N ALL APPROPRIATE ITEMS ABOVE HAVt BEEN APPROVED,~.-. -~'-,~ FINAL ~ PLUMBING ,.~,·· I'' ,;-,.. ·--.J, ,. ELECTRICAL I I . a,-, .-, ,. .·, ~ -I • -,- r,- 1·-f • * ~-;--'' .-.,-._ \ ·'. I·' -·' . ' .... , ~ ,· I • =~~=~='----------:-----1-~Cftt'i.r+-ff ~B--.-,-,c:;;,""'li' ~-I J'··· ... I t .~ _: { ' . \,-, I ~ -~ ·, r -I •. i .•.. ---·:1 . 1· l I 1 · 1 ·' -. j f i; · SUH.DING · -· i r -. .. ·. . , : . .. \,:r. , SPECIAL CONDITION$ . . · .-·_ :.\ i_\. · •::. :.-.... __.., ·~ ---......,.__.. ___ J....... ___ ...., ~-....... i-----------~....,.........~~-'--'--'-------~------------.. ,,,. ... -...... .::.~ ___ ... ~ ) Ill ·z 0 -~ a: :5-•(;)· w 0 ac ,. 0. ;J -~eret?y .affirm that,-1 am licensed under o:[ ·prov!s'lonl\ ·o_f ,Chilph1r 9,;\pommenclng wlth-·b: · .S,C.tlon. 7"0()0) of DI.vision_ 3 -.of. .the .Busl~ess '·,c· , and Profe,ss!ons Code, ;md -my license· i!l in I!:: _ · fuU fo.r~e an~ eJiect . -. z · · Lie No _· . -· Class . 0 ... ' ' 1 USE BALL PO.INT PE.N ONLY & PRESS.HARD A~N:r-tO FILL ·1N INFORMA;ION WITHIN SHADED -~REA AND DECLARATIONS. : . , CAF.{LSB·AD· B:UILDING OEPA~TMENt· APPLICATION &,,PERMIT. .I _ 1,20 , Carlsqad, Califcirn.ia,!~?008-198!/ (61,9) 438-552.5. · ·-· "· ,·'JOB AdD'RESS AV.s:r:Ro. BUSINESS LICENSE.# ---., .... ~~-PERMIT NUMBER .·r CONTRACTOR . , CQNTR.A.CTORS-PHONE # ZONE . _1t .. · · , hit .r> ·, I hereby affirm that I am exempt from the Contrac-.,.. • .-· .,_. I ' ~,'\ Y tor's License Law tor the· following reason (Sec:, 7031·,5. ·, I, . . :\J "::l, fll,,.rW...,..,· .V Busine'.ss·and PJofessions Code:· Any city or county which re· · 1 DWNE·f!'S, PHONE ·· · u. quires a ·permit to constructl alter/improve, demoHSh, or · :::-1'-' . [epalr,.a1iy stnicture;·pnorto its",ssffa'nce also ·requires !heap-I ;phc,.nt ·1or such permit to 'file a signed statemeni tha!'he·,s I l-'-'--"il-.:...:_.__,_.=:...,.,---~.;:.....:...L:;:,~fF::;....:..."'."-.'..,.....1.o,e:.;iw::.-.!I!!!::::. CONTRACTOR'S ADDRESS P]..AN !.Ii# . LICENSE 'N.O. ' -BLDG usec"<:ioE c6 u;: i::' ro 0 a. E Q) f- l' ·'8 ·licenseij . ..pursuanl .to the prov,smns of -the contrac!or:s, 'License Law (Chapter 9',,commeijcirig with· Section 7000 of I I .. . . . . . . .. . . o· DESIGNER "' !,.ICENSE # STAND.ARD PL.AN# BUlloDIN~·SO. FOOTAGE ,-·~. _ Division (3-of the BusineSs and PrOfess1ons Code} or that is eX-.. empt (herefroni"a~d t~e tiasis fonhe aileged.exemP!ion, Any • • I -~ ' ·;i-· v101a11on·of Section 7031,5'by iin applicari!'for a· perimt s"ub-·1 ---~-----,-.-~--~-,------------------"-,,--,.---'-"--"--II je_cl_s \h~·~pP,iicjln!·lo a,cjvll,pe,~al!y,.of,riot,more t~?ii'five !Jun-•. ' OE~CRl PT'ION OF WOR ~ I .... ----~--:----------------,--t--.--,-.,.;--'------,-:---.... ---;,-;....,....a...,--'----,-,...-,---~-~'--~-..,...,--1 dred•dollars ($5Q0). I -• DESIGNER'S ADbRESS DESIGNER'S PHONE ,_ - . Q I, a~ ,owner oMhe propertf or my employees with wages I. -----~-· s: · · · . 'ffi -as their sole'compensat,on. will db l~e work:and lpe.slruc-i . -,--U· -' l.l .., I l ... o. ture.is.ilo!intendedorofferedfor:sale(Sec.7044,Business .' ., l_;1 -· ~ ::::! -aQd Profes_siohs.Code: Tho'_Gontr~ctor-'s ~icense·Law:daes-· [ . il-,: . rJ!r!ttKn~0 $i\'o·~~~:rsg;J~g,fi:!~ii~~g~o~~Jifi~':,;[ I. ' ii2 employees .. prov1iled Uiat such improve[llentp/e no) 1nteITd· · _ ,r .. w , . ed,Qr,offered f~r ~alg,,lf, however. t~e ~uild!~9 or•,mpr~ve-· 1, ,CENSUS .T.RACT GP {;fl.ND USE-'· z. . • menf-,s sold within one year!pf completion, the.owner-builder~· · • · ·· • · • · · ~ w1ll.hav~ the burde~ of P(~ying' that h7 did iiot-iluffd.or Im· J· . P, .. , Pf.Oye for .t~~,p~rRQ;e of.sale).,,.,.·, • , • -· I 1-:_ .. '--"-i-,---;---'-',--.... -,-,.,...a----~ .... ~--=-~--~r'-----~.....,,.,, Ff~ F LR E,LEV.: y,[) N(:r I ..,. ••• ~,AE:A, t. . ,_, GRADING P!:RMjT ISSUEQ -~REQE;VELOPMEN,T y [3 N I:] ' ~ ' ~CJ NO NP STORIES, .. TY.P-E ., COfl!S'l' D ·!, as ·owner of the property, -am exclusively contracting ! • • \ . . . ,rs'toconstructtlleproiect•(Sec: 7044;.. or· y· P.. 'LUM.BING PER. MIT 1s·s· ;,,E.. . .• , QTY , . ME' cuANICAL PERM·IT ISSUE· -i,ons Co~e, _The Con!(agtor·s,Li~~nse ,I · . • • , . . •. y ' .5"v.. . · · L . n · ' • ?;> , DCC GP, Eo,u· vO "lQ ~/OSJ/l:l59::;i78 1'463~·20 ..... ,.-. ...... ,-< ,"''<' .,. .. .. · 41JJ4/~a?lqn>~i~JJ;~ici~~;d TM~~'@gJ~ __ oc,c ~o"",?.. FtRE S}R $UMMARWACCOUNT Nl:Hvl'BER .:\: l iii~9yes1E~r~~;;;"a~d~~~oo~nn~~a~i~'./lt,e·~ct'W,~i~~s;f1t~·,\!. . EACH FIXTURE TRAP -... -• INSTALt'FURN. DUCTS UP TO 100·000 BTU : B_UILDING PERMIT' --Woo-oo:a220· •1 .~ -cc, • ,contraclor(s) hcenso· pursuan!·,!o !he Co~!raclor's Licen~e.: '\ , . • , ., ..•• _ · ,,,. · · · · •.· .. , . _ . . . . . , L_aw), ', ' , ·'.. . •• . '' . EACH BUILDiNG.SEWEFi OVER lQO,OQO BTU ~, .. SIGN;P.ERMIJ •01·00-00·822,1 ·-~ ,~ ~-Ill z w a.,, ~ 0 Ill a: w ~·· ~ 'EUs.~ himeg\Yn~r. l,im impr9viqg myhQme,,a~~ lh~foJ[ow: • --1: Ell:CH WATER H EA TE fl ANO /dR · v1:.rd B01 Le RICOM,PRES,SO R UP TO 3 HP Pl:AN-GHEGK 01·00-.00·8806- :'"~·S0~~il ~nh\ ';.,"l,sk,is,belng pertormed.prlor io'sa1e . il• -.... · •• -·· .' ·.·: .. , .. ,.: ... ·_ -. . .. - . 2 .. 1.have.ljved.in-rriy-hoineJor twelve.months ,!, .. · ,;E,ACH:GASSYS'f.EM-FfQ4·QUTLE'l'S· 80tLERICOMPR~S~0R3-15H~ • TOJALPI pnortocqmpletmnofth,is'viork."·; . 1 ·.; ", -. ;_ .· -· 1 , · -------- ,U,MBINf •• ~ I nave nqHlaimed. l~is exemptmn '~µnng.,the EAC.H GAS' SYSJ;EM ,5 .QR MO.R.E ME'f/\L FIREPU\CE ,. .• _ _ ·-•• n ci c,., last three years. · 'I • · . -· ~-•D .OC'-F"!,RlCAL ·•w ,Q l~mexef11ptunder-sec., ' ,,B,&P.t I EfCH l,NSTAl,._A.LHR, R~PAIR ~Al·ER PIPE VEN'f FAN SINGLE OU Cl • ME.CHI for,'1~1s'reason .· • ! E[\CH VAC_UUM s·~EAK~R ·.lwlfCH EXHAUST -HOOOIOUCTS I II ···--.. ,NICAL IV!UtllltHOME t) 'I h~~eby;~r/1fm thai-1,hal/e a cen;hcate of consent to self-insure, or a cert1f1cate Of Workers' ~m~nsa't1on Insurance, Qr a cert1f1ed copy there6f .f~c .. 3800. _Labor Code). ,:POUC¥Nd. CQMPAN'l' O Copy IS tiled With the city · : 'WATER SOFTNER ~_ELOC~TIO~ OF EA ~URNAGEIHEATER ,., _____ ,,_ .. ,_ ........... ,, i EACH ROOF 'DRAIN l!NSIDE) vvLnn !·1----~------------~~--~---~--1i TOTi'<L MECHANICAL MORII FI-JOMF ·P~llK IN~P cnr 1i.o .. STRONG MOTION :. TOTALPLUMBING I ... , __ .,.,,. .. ____ _ 1-QTY. ELECTRICAL PERMIT -ISSUE l.1--~c..+~~-------~--~-- I N·Ew CONST EA AMPISWT 1BKR -~ ;,,-QTY. SOLAR • ISSUE COLLECTORS FIRF SPRINKI FR!; PUBLIC FACILITIES FEE . BRIDGE FEE · SCHOOL FEE • D!Sl'RICT -- 01 ·00-QQ-8226 80-92·33:0'519 01 ·00-00-8227, 32·00-00-893) : 1 PH . 3 PH t II i'srnR~"' ------,-.------· --·- ! l:XISTBL-OG6AAMP/SWT/BKR -,----------.---,- .p· Cert1fted copy 1s hereby furnished I -...... \JC TANKS Carlsb,ad 80·92·2·1 ·0519 ~g~~~tJ~~6~~,N~..'.W6~1?~sG~~~cE (This section need not be completed 1f the perm1l 1s tor One hu_ndred. dollars ($100) or less) d I certify _that in the pe,rformanse of the wort< tor which this perrmt lS issued. J shall not employ. any pe.rson ~n any manner so as to become sub1ec1 to !he Workers' Compensation Laws of California NOTICE TO ).PPLICANT If. afJer makm;i this !,ert1 f1cate of Exemption, you·should,become sub1ect n tt1e Workers· Compe,nsat1on prov1s1ons,of the Labo( Code. · you_· must forthwilti comply 'with s~ch prov1s1ons or tti1s permit shall be deemed revoked ROCK STORAGE --.-. Epcinitas 80·92·2~·0519 ! . -·-o---•· •· ···• i PH 3 PH PUMP San Dieguito 80·92-23-0519 I REMODEL/ALTER· PER CIRCUIT PLAN CHECK FEE San Marcos : TEMP 'po LE 400 AMPS . 80·92-24-0519 I OVER 200 AMI'S i TEMP OCCUPANCY (30 DAYS) MFF 80-92=~~-0519 1-CREDIT DEPOSIT I -! 'rOTAL ELECTRICAL TOTAL SOLAR ~ ·J· - I •. ~ I :..-.-------------.i...----....,.-.i-....,....,_...., ___________ ...., ____ .w,;;, _____ "'!""'" ______ ....,1,__,....,_,..""-;;;;.,::...&. .... .....,~~ -I [ i O I hereby affirm that thete 1s a construction I a: iending.~gency ,tor the perlormance•ol the work. for I ~ , ; which this, permit 1s issued (Sec 3097, C1v1I Gode) iS · L<inder:; Name • · . " .. · -1 1 ..J • . lender's ,Address •.•. , -.. · · •1 I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the Build1ng Offlcial undertheprovisions of this CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code ~hall ·expire by lim)t,tion and become·n~II and void. It the building <;>r work DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS authortzed ~y such pen.nit is not commence_d within 180 days from the date of such * AN OSHA PERMIT IS REQUIRED FOfl EXCAVATIONS OVER 5'1);, DEEP AND DEMOLITION OR ~STRlJC;TION OF STRUCTURtS OVER 3 STOfllES IN HEIGHT 1SSUEp: TO COMPLY WITH ALL CITY, GOUNTY AND STATE LAWS GOVERNING BUILDING CON-:~~llt, or if the b~ildtng or work authonzed ~y s~ch perfl'!it 1s suspended or STRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND ~;::::::-;do~n7ed;:::::at~a:::n~t'71m7.e:::"'af:-tte:,:r-"t:;he::...::Wc.:::o::.:rk!.!::1s..;:cc.:::o::.:m.::.m~e;;;.n~c:::_ed=fo::!r..::a~:!-r!!:1o~d..::o~f..!1.280=d~at,;s~.--=-t'~'!'!!'~~~"""--~~i!'"'-~-~---f-""!"----' KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLICA~T'S SIGNATURE >f. OWNER O CONTRACToRD ED BY•: ,J ~. '\ ~ :...l-;. t"--,~-::,. ... E.XPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE . '• ~ ~ · " ,; ' GRANTING OF THIS PERMIT. · BY PHONE O ~ I· 1- ..... C ell .S! C., a. <l: . r -!IP .c lliJ,,; ft~ C/l ·Q) ·.cn . 'C/l <I'. ji ;;: 0 ai· >- C/l C/l Q) CJ 0 a:: ell <ii 0 ~ Q) CJ C ell C u: :c. C Q) ~ ('.) 0 0 Q) Cl. --~ -. Q) ..... ·.C :i:: TYPE BUILDING FOUNDATION REINFORCED STEEL MASONRY I y I. I I "T I DATE; INSPECTOR ···) r-r ·r· r· '>'i"_,. ...•• __ ,'. ~\t1 a.-,---;----,-:--;t---:---::•~~~~ \\ J ~--14,-r ~\ ! FIELD INSPECTION R6CORD REQUIRED SPECIAL INSPECTIONS IN$PfoTOR'S NOTE_§ _1_ INSPECTION DATE \-~'\7f·~{· .. ~-~4-, Gt:JNITE 08 GROl;JT I FLOOR & CEILING SUB FRAME : .. ·-.. ·-I ._ !=================l======;i,=========ci======i .• ~ I -: ~ . ., ,.-...,t= ' ' •" --, ~ lt ;. . ,._ ~~:·::\ /~ .. "','\\ \ t:/ ~.'~l· :)' REQ. IF I INSPECTQ_R'S CHECKED APPR()VAI SHEATHING D ROOF F.RAME EXTERIOR LATH INSULATION D SHBAR l 1 ' l INT~RJOR LATH &_ DRYWA~L. T PLUMBING 1 $EWER AND BUCO DIPUCO ~ UNDERGROUND D WASTE D WATER TOP OUT D WASTE D W~TER TUB AND SHOWER-PAN GAS Tl;ST } D WATER HEATER. D SOLAR WA'fER ' J ELECTRICAL D ELECTRIC UNDERGROUND D ljlFFER ROUGH ELECTRIC D ELECTRIC SERVICE D TEMPOF.IABY g BONDING~ D POOL 1 · MECHANICAL 1 SOILS COMPLIANCE PRIOR TO FOUNDATION LNSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH - BOLTS SPECIAL MASONRY PILES CAISSONS ~~ ~~-: .. 't j D DUCT & PLEM., _D RE~. P!PINp ~ -~-_. .-· --'!'_-: : --: .. __ • .,..-,.~ \ .• 11 ; ____ 1 • t .:. -~~ HEAT-AIR COND~ SYSTEMS I =·· '··· .. ·-~ ····---,,. "' . " Ji '{E:NTILATING SYSTEMS l t ~ f--... t . , .... ' :, :;-: ~-·'1-i.~ t·t1 -~ ~..-""""-... 1·.-...;,-1 -,··o- 1 ··>*-.... - ------- . CALL FOR FINAL /NSPECT/aN WHEN ALL APPROPRIATE ITEMS ABOVE HAV -BEEN APPROVED. FINAL I -~- P .. L. UMBING. ! .-;-., .. :r-· 1 ·-f .... ·.S::· r.. ,.:: .. ,-l ,-,-.. r-f -t S~ ' • ,:• "E ............ .,_• > f • I J' , • ' , -..,--·.'.f. '·-·,.t':;,;~,. --t \. ~~.,.-~": :~ .. -...... ~l~-:~~~ f,:· ;.1, ;~~~ ~ C C ~ ---. . --. ·.··-.... ------., -,'; I . 'i, ELE TRI AL 1 _ •• "· , .. .-~, :-. /;1 ;.-, t :...,., ~ · :~ .;;.~' r'-,--·¥.S' t ;~(;\ ... , f ~:; J,, MECHANICAL I -~ • ~ ' ' ' t I'= ' ________________ __,l ___ +-----+-~-----t -.. :,'-,; .,. ~ t !.. \ ~ \ ..;! ~ l \ \1 .. ~AS 1 --..~ ... -._\ i :-----~·::r.:;L ? ,_:. t· ·-~ ~ ·:/"""' .... -7~ .. t-t .... •1 • J_ '\ \-~ \ .. ~~"} t .: .. , BUILD.ING r .. ,. ·r--. £ \ '. 1 . \ ~-. "· . .,.,___ ~._':__ .............. $PECIAL COJ',IDITIONS 'I I j ~ ,I 'l ! .. ' ( ' -.. ./ f ' APPLICATION FOR P-ERMIT TO CONNECT TO CITY SEWER SYSTEM. . - CITY OF ·CARL~BAD 21il8' 'T\ ·-J '','.ft) (' .· ENGINEERING DEPARTMENT !\~ SE r .l't :,/ . ) ..e' ,,....,;.• 438-5541 . ' . \ :\."", ~·· J ~'_,,;'.'.' -............ ··----,... ·----. ISSUED BY . .A ,3' ' <-) ,.:"'· F'OR APPLICANT TO FILL IN \ ~., ,_. -· DATE ISSUED BUILDING d-0~~ J_;, I:\ R~ . .. ~ ADDRESS VALIDATION OWNER l;=\ltl'·t,\!( /~\ i¾..i .:.:. r,.4 f: .. ¾J·-,, ....,,, . f/'-1(.;,_~ --.. --t1;:· f !., ; t-f t,.;1..,_./ .... . V r.:.::'."f j'-· ,_,,..:... ~·r l..,..,.,,../,_, __ r_'·-, _. 1 ---, .. " ~"''"l-,...,. --!. MAILINO .,4~f---' t"'··u-.'f'-J ·~-..-i ... _,. .... . ·1 ~--,:...-,,,-, : ADDRESS . . ' • LATERAL CHARGE COMPUTATION CONTRACTOR , ... ,U'. •• :/, i'~t;.: i et.·:,l-_,::p,i.J"-Tt '-. i~_ .. '> -· STANDARD 4" (Max. H. 30', V. 10') ,. ,· li!'":7,--Lti'-'t.,l OVER 30' H. @ FT. / ""'t:..:..TJ·. ~--t,;;, • --.,,,.. .. OVER 10' V. ·@ ,,-; ,CONTRACTOR'S i<"•""':" "-,. .... -~-'-t-.c, ~.:~ ,,, _,1.""'< .,,,., _,,.i -.. .-· ADDRESS ...,..,,.,t.,,,.., 1· ~ -,~ .... :;.....,..~ \ 'f(/-, · 1 ~·--,.-' j STANDARD 6" (Max. H. 3pi;· V. 10'). .. OVER 30' H. @' FT. N~W BUILDING I EXISTING BUILDING I OVER 10' v. @ FT. LEGAL 0ESCRIPTION TOTAb CONSTRUCTION COST l .. !,; * ... ·-SERVI_CE'CHARGE (REPAVING ETC.) -. ' _, TOTAL LATERAL CHARGE .---~~ -- REMARKS: .... . LINE COST DATA_,......--.. ; ,.. ASSESSMENT DIS7:'._ .. NO:-:·· .. FRONT;'-GE/ COST PER FT. TOTAL __ .- OTHER LATERAL LOCATION CONNECTION FEE .. .I .1 .. l I ..,: . ' . ' I-. en en NO. UNITS COST PER UNIT . TOTAL .,, ,; __ J ---~-·-··· ---~ f"'\ (" i\ PUMP_ $T.A:rloN· FEES '-:.; '-./' . ---... --NO.. UNITS COST PER UNIT TOTAL .-. .• j I ' ST. ·1 ',J• .. ' I i ; . TOTAL CHARGES {LAl'ERAL ETC.) LATERAL NO. INSTALLATION DATE --... ,-~ I ... ' Wl'IITE: l:nnlneerlng GREEN: Flnan~e Y:ELLOW: Sa_nitation PINK: Building GOLDENROD: Permitter ~ I; . -- - ... , ,,. FINAL BUIL·DiNG INSPECTION. ~- PLAN CHECK NUMBER: 84-164 DATE: 9-15-86 PROJECT NAME:-----'---------~~--------~-----~- ADDRESS: ---~ ___ 20_7_7_L_as_P_a_l_m_as_D_r_i_ve._~-~--,-'----~~--~-- PAOJECT NO.: ---~---UNIT NUMBER: ---~~--PHASE.NO.: ----~-- TYPE OF UNIT: Comme-rci a 1 She 11 ...,::. NUMBEB OF UNITS: CONTACTPERSON~· _______ B_r_i_a_n ___________ -'------'--------' CONTACT TELEPHONE~· _____ 7_4_4_-_3_1_3_3~---~------~-~--~~---- INSPECTED \JO flA A BY: _____.[it-----.p.'t}-,....-...~...,_ht . ·INSPECTED BY: ________ ~_ INSPECTED BY: _________ _ DATE INSPECTED: DATE q \ I.~ I f'6 APPROVED _x INSPECTED, ____ _ APPROVED· __ _ DATE INSPECTED: APPROVl;D -~- · ·DISAPPROVED ~·-- DISAPPROVEt;> --,---a, DISAPPROVED ~---- COMMENTS: --~---------'---------------------'--~- q J, b Rev. 1/13!:l WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ~ ".; r~/ f ' FINAL BUILDING INSPECTIO~ .,-------, PLAN CHECK NUMBER: PROJECT NAME: ADDRESS: PROJECT NO.: TYPE OF UNIT: NUMBER OF UNITS: CONTACT PERSON· Brian CONTACT TELEPHONE: 744 ... 3133 - ~Ny~PECTED ,a/ DATE 9'-££C 7-PPROVED INSPECTED: APPROVED 7 INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS:--------------------------------"-- '. •', !• Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ' \_ .. \. \ .. ,-\,' '·.· •• ,....k \ , . ~ ~---~' ,c\-·J{-:. ~~ . ~ FINAL BUILDING INS.PE<!t}oN .. ~ 'l ' ~\-;--; .. ·· PLAN CHECK NUMBER: DATE: 9 ... 15 ... s~ \-\ \ PROJECT NAME:----------------------'--,--,!--------'-- ADDRESS: ______ 2_0_7_7_L_a_s_P_a_'f._ma_s_Dr_i_v_e_~--------~-......,.._- PROJECT NO.: ---'----'-~--UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE oF uN1T: Cotllllercial Shell NUMBER OF UNI.TS: CONTACT PERSON·~ ______ B_r~, i_a_n~-------------------- CONTACT TELEPHONE: _____ 7_4_4_-_3_1_3_3 ___ ~------------~-- -)NSPECTED B:¥: ____ -'--......._ __ _ ·\ ... INSP~TED . · Bj'.~ ...... ;""'t,...... _______ _ ---· ,"l .-INSP~M,ED JJ't2__-DATE. /~/[& e-----INSPECTED: APPROVED DISAPPROVED DATE INSPECl"ED: APPROVED DISAPPROVED DATE .. -··BY: ____ .,__ ____ _ INSPECTED: APPROVED DISAPPROVED ,a::,. COMMENTS:----~----'--'----'-------~--~----------- .......... \ • Rev. 1/8.6 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION ,· ·"" PLAN CHECK NUMBER: 34-164 DATE: 9-15-26 PROJEGT NAME:------------------------------ ADDRESS: -,--______ 2_0_7_7_L_a_s_P_a_l m.,.... a_s_D_r_i _ve _______________ _ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: Commerci a 1 She 11 NUMBER OF UNITS: CONTACTPERSON·~ ______ B_·r_i_a_n ____________________ _ CONTACT TELEPHONE: ___ ----,-__ ? 4_4_-_3_1_3_3 __________________ _ INSPECTED· DATE ·BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY:-INSPECTED: APPROVED DISAPPROVED Rev. 1/86 WHITE: Suspense GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire GEOTECHNICAL· EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER• GEOPHYSICS • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNPATIONS DATE: f-7-66 TIME: (J:oo ut.w.... CLIENT: L v5 ,;..._ 'f J,,-1 Ce"" 7{\.-v( :f:,,.;'-" JOB NO. 8 4 ... 3 f 19 4- PROJECT NAME: Ptt(O~a.:c A,,tr,t-\:)v~~vtf'j~ \:tt\-,t:/ ~u,t),~S * 4-51 Lo+ 6 PROJECT ADDRESS: 2 0 7 7 Lt:\. s f,,.J.\N\0 5 . Vt,·v f ./ C1'(tL5 ~A-o \r-/ The footing excavations listed below were bottomed on material for which the bearing values p recommended in the foundation report are applicable. D D D The cast-in-place drilled friction piles listed below penetrated material for which the allowable supporting capacities r.ecommended in the foundation report are applicable. The piles were excavated to diameters' at least as large as specified and the excavations extended at least to the depths indicated on the Foundation Plans. The excavations for the cast-in-place belled piers listed below were bottomed on material for which the bearing values recommended in the foundation report are applicable. · The excavations were at least as large as specified on the Foundation Plans. The driven piles listed below were observed to be driven to the specified lengths and/or driving resistances to obtain the supporting capacities recommended in the foundation report. Based upon observations, it is our opinion that the foundation recoll]mendations presented in the report of the foundation investigation, Job No. t?4--3t@4--, dated A-Pr\ {-; '1 4-~(are not) applicable to the conditions observed. Foundation Plans by Do ,1 c , dated Io -l €3 -fj ~ were used as a reference for our observations. ' -~o+,~,G G tr1-< l\. ~,~(A No\'-+\ C .e (A -te, Do,\. ,~"" Ho. I \ E' le"'-"' I I@ II cR.£-f ~ <l , NOTE:· 1. The observations reported above do not constitute an approval of foundation location,. footing size or depth, reinforcement, or foundation design. . 2. Loos~, soft, or disturbed soils must be removed prior to placement of reinforcement or concrete. 3. The opinions and recommendations presented in this report were based upon our observa- tions and are presented in accordance with generally accepted professional en_gineering practice. We make no other warranty, either express or implied. ,; "' ,I Wyman Testing L b t • # 20165 OUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (619) 744-0146 ~ ~ a ora ones 1 t;: ,,.., ..... COVERING WORK PERFORMED OREINFORCED CONCA!~ liftiSTRUCT. ~iL ASSEMBLY WHICH RE0UIRE0 APPROVAL BY' OPRE-STRESSED CONCA ~. ~~~1{0 GYPSUM OGLUE-LAM.FABRICATION THE SPECIAL INSPECTOR OF OREINFORCED MASONRY OPILE ~ON OOTHER Joa AOORICSS ,,..OR Wl!:f:K 2077 Las Palmas Carlsbad NO. 86-183 l!:NOING 7-11 19 R6 _-,, OWNICR OR ,-AOJICCT NAMI!: 0LDG. PERMIT NO. J PLAN FILE: NO. PaJ_omar A,i'rport Bus:ine13s Park Lot 6 84-164 CONiTR. MAT'L (TYf'f:,GRAOf:,ETC.J {einforced Concrete Tilt-up ARCHITECT Mark Kadlec O&SIGN STRICNGTH 'SOURCE OR MFGR. f:NGINl!:E:R Dohube Inc. 01:SCRIBlt MAT'L. (MIX DCSIGN, RE•ISAR GRADE & M,.-GR.l GENE:RALCONTRACTOR Chord Steel ASTM A-706 Gr-6O Lusardi Construction M_isc. Steel ASTM A-36 CONTR. DOING Rl!:PORTl!:D WORK J.errv Manning ' Ele(,:!trode LAB RECEIVING & TESTING CONSTR. MAT'L SAM,-Ll!:S AWS E-7018 . WELDING INSPECTION . 7-7 Visually -inspected the _fillet welding of the weld plate, angle and beam b1,1cket connections at the following locations; walls on lines A. A.5, B ,-.D, 1 & 6 and lintels. Visually inspected the flare bevel groove welding of the chord bar connections for walls on lines A, D, 1 and 6. Verified the chord bars to be A-706 with the ·mi 11 certificate noting no preheat required .. per AWS Dl.4. Visually inspected the fille·t welding of the angle to plate connections for diagci.nal buttress columns on lines A, A.5 and B to the footing plates. Certified we'lders were observed for proper welding pr.ocedures and techniq-ues. Completed welds were inspected for size, length, location, and unless otherwise·noted are free of visible defects and in accordan,ce with the approved drawings and This report concludes the project. . CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS SPECIFICATIONS,& APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. welding AWS Dl.4 & Dl.1. inspection for this - ERE:D INSPECTOR C:27 LAlz< 2 -3 REGISTER NUMaE:R I Wyman • J Testing Laborqtories 20165 QUESTHAVEN ROAD ESCONDIDO, CALIF. 92025 (619) 744-0146 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF OREINF0RCED CONCRETE OSTRUCT. STEEL ASSEMBLY CIPRE•STRES,SED CONCRETE OREINFORCED GYPSUM OGLUE-LAM.FABRICATION OREINFORCED MASONRY OPILE DRIVING O0THER JOB ACCRIESS . · 2'077 Las Palmas Carlsbad: _ OWNER OR P'ROJICC:T NAME Palom~r Airport Business Park Lot 6 C:ON$,.TR, MAT'L (TYP'E,GRA0E,IETC:,) rteinforced Concrete Tilt~uo CICSC:RIBIC MAT'L.,-(MIX CIESIGN', RIC•BAR 'GRAP&t 8''Ml"GR.) Chord Steel ASTM A-T06 Gr-60· Mis_c. ·steel ASTM A-36 Eleytrode AWS E-7018 ll"OR WEEK NO. 86-183 ENDING 7 11 Bl.CG. PERMIT NO. 84-164 I Pt.AN Flt.E NO. ARCHITECT M'ark Kadlec ENGINEER Dohube Inc. GENERAL.CONTRACTOR Lusardi Construction CONTR. DOING Rl!:PORTl!:0 WORK Jerrv ManninE?: LAB RECEIVING & TESTING C:ONSTR, MAT'L. SAMPt.&tS WELDING INSPECTION 7-7 Visually inspected the 1illet welding of the weld plate, angle and beam bucket connections at the following locations; walls on lines A. A.5, B, D, 1 & 6 and lintels. Visually inspected the flar~ bevel groove welding of the chord bar connections for walls on lines A, D, 1 and 6. Ver if i e d the c ho rd bars to be A-7 O 6 w i th t he ·m i 11 certificate noting no preheat required per AWS Dl.4. Visually inspected the fillet welding of the angle to plate connections for diagcinal buttress columns on lines A, A.5 and B to the footing plates. Certified we"lders w.ere observed for proper welding pr.ocedures and techniques. Completed welds were inspected for size, length, location, and unless otherWLse not~d are free of visible defects and in accordance with the approved drawi11gs and AWS Dl.4 & Dl.1. 'This report concludes the welding inspection for this project. CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED I HAVE FOUND THIS WORK TO C.0MPt.Y WITH THE APPROVED PLANS SPECIFICATIONS, & APPLICABLE SECTIONS OF THE CITY OF SAN DIEGO BUILDING LAWS. RECEIVED JUL151986 CITY OF CARLSBAD Buildina Department I EREC INSPECTOR c;?Y/A.J;i? 3 3 Rl!:GISTl!:R NUMal!:R QUAU.i:IEO LICEIIISEE .'HE UNDERSIGNED MA-NUFA·CTURERHERE.B.Y CERTIFIES that the products identified below and on attached sheets Nos. . : . . ate·marked . with the Collective Mark of the AMERICAN. INSTITUTE OF TIMBER CONSTRUCTION ·(AlfC) a~d wer.e manufactured in conforman·ce with applicable provisions of American r,iati.onaFSta~dard .ANSI/ AITC A 1.9~.1 ~ 1983, Structu'31! Gl.ue1,faminated Timb_er,. at,d· that such. manufac_tur.e ~bas ·been at our plant in. . .· . . aJ;p, ': . ·. ·.. . , which .. plant has a quahty·control system approved by the Inspection Bureau of the AME,RJGAN INSTITUTE ·OF.TIMBER CONSTRUCTION . and inspected periodically by such 'Burea\,J. ·. · · ' · · · · · · ·· · ·· · · · .:'" · The manufacture of these members complies with the manufacturing a~d fabri'cating provisions of Chapter 25 of the Uniform Building Code. · · SAW Construction· tor -,Palomar ·.6, · ;:,. · · : JOB,NAME:·------~----------,-',.a-..aC---'----'---..,......:...~ .. -. ~ .. = .. -e.~. -"-'--'-,----'-'""--· . .-'-,·---",-'---"- >. . Vista, CA · ;JOB LOCATIQN: --'-~------'--,---'---,-,--~7"'-'--~+--"-''--'-,'-~~--"',""-';"'.,,..a·------------;---,---. i'· ' ., . ''. ' PO #6258 6/23/86 · · 9213~0>. Cl,/STOMER'SORDERNO,--~----'----DATE. · .. ·: , . MFGR'SORD~RNO._,,..c·-· --,-,---.,--,-,..-'-,---,-'-:· ·:. ~-,,, ''' .. 24F-V4/V8,. WP Glue, Indust. SIGNATURE &JL ·~ z ', , .app •. , L~d :wrap. -. .~ _-.: :· · · D1.1co-Lan1, Inc. COMPANY ·· . . · .. · · , · , · · '"\· ,; , ... . '.T1f1:.e __ Qu ...... -'-,,a-'-J,_it_y'--· ~c_o,,...,nt_·r~·o_·J,.'-.· _,_ .. ADDRESS ,"• . · POl3 . ~ 97'~ : b;i:-a~·nc: 0~ . :: :· . ·:~;E. · "::::.: :·. 7/1Ais6 . , . -.,. ---. . --. - :A/TC HEREB'Y CERTIFIES. 'tha{:l;bes~_idcqmha~'{'i;\titss~id,plarit is licensee;! by-the :AMERICAN INSTITUTE OF TIMBER CONST.RlJCTfON to U$~·the ArtO.CoiJective Mark in respeet ;of products which comply with applicable. provisions of saicf:St.andard,that:the adequacy of thequal'ity ... control system in effect at said plant tsperic;>dic;alJy inspected and verifJedJ1y the lnspe·ction. Bureau ol · >th~ AMERICAN INSTITUTE:: OF TIMBER CONSTRl)CtlON; anq ·itic1t,'·in the juqgmen:t ofAITG, -· • said company is capable ·of complying W.ith c1pplica.ble manufactur'inip:ind testing provisions of said Stan~iard fa respect of products manufactured at said plant. Gonformance:vvith. the Standc1rd in respect ·· of _any specific or particul~r product is the sole r.esponsibility. of the manu'facturer; AITC'.s guarantee hereunder being that the said c0mpany is quaJifiec{ t9j1roduce .a product .meeting the said Standard and that its plant is periodically inspected .and vedfied byth~ AITC Inspection Bure~u . .. ,, . : Alf C Cerftficate No .. ,:. 2 7 4 9 9 -.A. · , , : · AMERICAN JNSTi:TUTE OFTl,MBER tONSr'RUCTIHN: -, . " . ' ' ' . ' ... © 19~3 AMERiCAN INSTITUTE:OF TIMl;iER CONSTRUCTION ." AITC FORM IBCA F • .The glulam members of the job covered by this certificate are stamped with one of the following. type quaHty marks. _Each ·qual'lfied plan~ has <,10 individual qualification designation. The des}gnation "P-143" shown on the typical quafity mar.ks below is not assigned to any plant and is used only for the purp,ose 9f'it,fustration. ' ' . A TVPIC.AL Cl)·STOM PR·ODUCT 9,UA~JTV MARK ® :Indicates 'that the designated licensed plant has met all ' requirements for qualification and maintains an acceptable quality control , . p .. 143 ------~----1 AITC designatk1n of qualified licensed plant · . . ANSI/AITC· A190.1---1983 syst-em which is periodicall.y inspected by -- . --~ ·indicates conformance to ANSI/AITC A190.1-1983, Structural Glued Lamin· ·: ated Timber AltC - Indicates that the designated llcensed . plant. has met -all (equirements for qualification and maintains an acceptable quality control system which is periodically inspected by AliC Identification of structural use, desig- -ti ,I • : ·~ . -• -· .... ,. t--~-· ~~: "',~· -nateq _ov-:~Yfr.tb0!:s; .-----..,....-----~-· _. _'-_· ,..---1 1;3:-"~impYe span bending member; C- . _~-:-cornpre~sjon member; T-tel'lsion mem· USE -:·ARCH. I,;,._., P.-·143. ·--.. ·.· ··SPECIES 000-00 OOF AN.SI/Al TC A190.1-1983 Indicates conformance to ;ANSI/AlTC · A190.1-1983, 'Structural Giued Lamin- ated Timber ber: CB-continuous or cantilever span · ,-:1;iending melTlber : ·1 Designates · appearance. ·grade. INb- ln<;l~;trial. ARCH-:Architectural. ·PREM-Prem·ium . . AliC designation of qualified licensed plant and wet-use adhesives. When dry-use adhesives are used; :the letter Dis added N-ame of wood species used Designates applicabl·e A1tc :iatninating specificatrori and' combination symbol; for example-~ "117-82 24F·or T17·82 3" I> For cus.tom products, tbe detail_s coveting the product are included i.n app.licable documents. t> For non-custom products, essential details are included on the stamp. · ESGIL CORPORATION . 9320 CHESAPEAKE on .. SUITE 208 SAN DIEGO, CA 92123 (619) 560-14()8 DATE: 0APPLICANT c:::El::?:?!I SD~ D PLAN CHECKER D FILE COPY OUPS JURISDICTJ0N: eA.RLS e.A.D I;'LAN CHECK NO: . '34--I lP4-Rev, D DESIGNER PROJECT ADDRESS: PR,OjECT NAME: D D 0 D 0 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 code~ when minor deficien- cies identified ----"-------------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclos.ed 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 6.f 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 aqvise the applicant contact person that plan ·check has been compieted. Esgil staff did advise applicant that the plan check has been· corttpleted. Person contacted: .f;,g,AQ C..Ro...i~ Date contacted: -----'----Telephone # · Ct,lCf 144-'2>t ~ 3 REMARKS: -----------c-------------'------. ~ -~-:.--" -~ , DI.Ji= SE.I OE RE.vi SeP ..PL.A~),$ tRAIJS.~1 rtil?P~ ··--.... # l --~---:---- BY:.&d~ ESGIL CORP~ ENCL: -------- Prepared bys M:a:ei:2. J.u,risdiction C.ARL.'=:)loA.0 VALUATION AND.PLAN CHECK FEE PLAN CHECK NO., . '.?4:-lle4-RE\/ · ~ BUILDING ADDRESS 2077 LAS P.l!ILHA5 Cl Bldg. Dept. 0 Esgil APPLICANT/CONTACT BR.\AIJ CRolJl'J PJ:{ONE NO. c..rq 744-~13=> BUILDING OCClJPANCY ~oCAA~C,?E DESIGNER PHONE ------TY:PE OF CONSTRUCTION k)o C.~-\A tJ tp I; CONTRACTOR PHONE ----- .. :BUILDING PORTION BUILDING AREA VALUATION VALUE ., MULTIPLIER Q rR.oc..ra Q b. , R .: \J J 51 n a-..\ s /4-\ +40 t.),O ' _.....j (o,l-l'R A @. Col,'25~ f,'2.5 =· 4-5·q,~~ , .. ., ' , .. .. Air Conditionine Commercial @ .. tC• Residential @ --• Res. or comm. Firf.'! Sprinkler$ @ . ' ,.· .• Total Value fee Adjusted To Reflect O Erietgy Regulations (Fee x 1.1) . O Handicappec:J R~~ula~ions (Fee x 1.065) B uildiri g Perm it Fee. $ ----------'--------'--.;.__-----"''-------- Plan Che ck Fee_· -'$..__-'----~------=----'--------$"'---'4:_;;5c....j+'-, _'3_'6_· __ COM MEN TS• e'St'.hlL F Et. ~· ~ 3ea 7. s 0 8/4/82 \ To:#e, ?'i"ivy LoM . (!ftp of etarlsbab ~ CANT COPY COPY L v.s a.tZDL u->?s-r: l57dltbsf J.1111),4 0sftt v,z. 1200 ELM AVENUE D CARLSBAD, CALIFORNIA 92008 PLAN CHECKER COPY '='NC.I. ',112a)~ 'D;2_~1 rJ ~\.IC.\.{ SwtYIMC1JS1Ct9td6 913%7 , · · . ~V''-~~iac ~~~ . :_'3 ~\~ D~ ~~~ COMMERCIAL PLAN CORRECTION SHEET Plan Check Number_.._c3____.4' __ -A .... ~:;....:_~------- Si te Address ZcJ77 £4-:5 ;::}::/LM&;s :D12, Owner rRu:;mrlTZ -47/ZiR:J,Z:Z: 1_-i;s. PM@I;;_ Building Code Applicable ____ ...;;1;..;.9..;..7..;..9_U~.;....B_.c_. ___________ _ Occupant Load 5#-c;-Z..L Stories / --------- 0 cc up a r'l c y .f3 -Z-Use 0;-q:;jc G" /u1 AtJ(.,,Sg- 1 Type of Construction "JZ=-JV Sprinklers: ~ No Allowable Floor Area /J;/(J/lf71)17# &,v4-LActual /S/~ 4L I. Basis for Area Increase____,O._r!YEa...;..a;::,,.c_-'Jce{P=-~...;D=-"-------------- J. RemarksSf'.1/21!J/c.U:::-es r/WY}e Wovt--.£? !tZ,.LLJW Z4jno .r,o! Date Plans Submitt~d tJi;. '1-/~UI/ Date Plans to Plan (;hecker j1/4-4 flt ·\ Date_ Initial Plan Check Compte{ed~ ~ By __ ...;:::TJ'._.;...,-'_M4..;;...;.. ____ _ Applicant Contact Person:zq"44 Lv.rA Tel. 7f½(-.3/33 FOREWORD: PLEASE READ 7" 1. This 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. 2. You may have other corrections based on Jaws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter DarneU at (714) 438-5525. 3. The items below need cla.rification, modification or change. AU items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any statE:, county or city law. 4. Piease submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc •• Return any original plans and documents that were returned to you by the city. The above items may be returned to the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 122, ·san Diego, CA 92123, telephone (714) 560-1468. 8/19/82 .v'o opeain1• other th•• r1quirri ,ate• •r• p1naittad ill exit P••••• .. Y•• the P••••cev•y• 1houl4 be of._•ho\lr fira-r•si1tiva coll1tr,actioa. Sac, JJ12 (al . 5cuc uawcioa nil lip• 1llouH " prnUN iA COUOIMIIC• wiela .... 3313 de J 14 ISHI SYS ,,./All 1pprove4 1ut-tic fire-utilla,aiah.tll• / ~y1cn ill cha -=:r.~--:=~~~~ 1• required, Sec. ~102(b) Thi• 1aclu4•• blin4 ap•c•• 11lclo11d vbolly er parcly by coabuae1~? • r~11acruct1oa, -. 1 .4c:1&1a ··-at1Mp1pa 11ac• u r..,.u ... )I" sac. 3811' (bl ,-'r1r1-axctasu1•h1DI 1yac• plalla allouU /gb• 1ubsitc1d by you to datant1D• c- pli1ac• with applicable buildi•I~ plualt- A•I• 1ad fir• cod••• l•c•il 1cor•• cocal 12,000 ~ ft par loor .,ac be 1prillkl•• ••• 3102 (d) FLOOJt~ ROOP' COtlSTRUCTION COVEJtING, s YLiGHts, ROOF StRUCIURES • ,L Crall stop, floor-ceiling area, attics, Y'· mansards, overhangs. false fronts and similar to limit area to J,1)00 S.F. or 61) L.F. (,,ooo S.F. and 100 L.F., if sprinklers). Sec. 2,16 U). Tb• •11r•1•t• •r•• o peat ou ochar roof acruccur•• cannot ucaad 33 1/3 p1rc1ac of ·th• 1upportill• roof area. Sec. 3601(b) • 4ovidc minimum 22 x JO to the attic ar_ea r;ith minimum JI)" headroom above opening. Sec. J21)5 (a) A ovide attic ventilation.,s~. 3~o, (cl Provide roof vents and curtain l;loards or vide area into less than 50,001) S.F. !l,oc.. J206. 1,ilShnw roof flashing (Sec. )21)1) complies . -:'°'.2'i th Sec. 1707 (b). ya~rnvidl'l l.C.6.O. number for roofing materials not listed ·in the code. Sec. 31J2 Ca> uf Provide fire--retardant roof covering, and "'.":~ify materials Sec. 3202 (a) )"!J~_w details of skylights to show compliance with Sec. 3401 or Sec. ,297. J'fShow chimney to be 2' higher than any portion of building within 19 feet. fable 37-&· and equipped with spark arrestor with mesh • ~t exceeding 1/2". Sec. 3703 r"~w 12" high boxing with 2" clearance from the .flue rcquirinA air space for approval, to prevent insulation intrusion •. (:iaaamento Building Code Ord.) !JlfXSH WQBX 1..l'naa 1At1rior all alMI cailia1 fiai•h•• 7-· abould ba 1pac1fitcl alMI coaply vitb Tabla !lo. 42•1 •• Sac. 4203. (rl ... aprad racin1) .1w'ciaa1 alld 1l•ain11hould coaply vitb )"""Cbapcar ;,, Type a114 thiclm•••·of 11••• bould be 1pecified. Cl••• aa4 1l•aia1 aubjecc co huaa~ !a- pace abould coaply with Sec. S406 aaot applica~l• Fe4•r•1 r••ulat~ou. MISCELLANEOUS 1!/C ProYida pedeacri•• procactioll •• par / Chapter 44. 111'11an111aenc 1cce11 to ••cballic•l equipullt 7·· n ·roof aa1c be provided. Machallic•l _/Coda Ste. 710 ?Provide coluu j1ckttia1 Sec. 4303(b)(5) All li1hc fixture• ill•t•lltd ill 1u1p1ad• iNt ceilin1• ahall be aecurtd to the uia aa,i/or cro•• runner• vith ••iaaic clip• ul••• iaacalltd ill accordaaca vitb .Loeber •pprovtcl ea1ia••ria1. r~bow boo4 over raac•ur•ac raa1e • coutruc:tioa, claarucee, wcallacioa, fire exc1asu1•h•r 1y•t•• Provide 1r•••• trap for raacaurallt, u• cartor co the buildilll• Sac. 711 of llifon Pluabia1 Coda. Boe weer ht•t•r'1 P, T valve co draill CO tlla ucarior of cba buildi••· 1,)Spec:ial iaapectioa ill coaforuace vtcb Sac. 306 i• r1quir1d. 154Claarly reference detail• Oil· plu1, aac• tiou ead •l•v•cioaa. 1,,A11 uaollry or coacraca 1l••llt1 raaiat• i•• 11i1aic forcaa ahould qualify •• ra-iaforca4 alea,ac•. Sac. 2312(J)21 156Yood a1ab1r1 uy aupporc load, fros u• &OIU'J or coacr1t1 only uadar th• coadi• t1ou 1pecifiacl ill S•c. 2516(a). 1,1 Structural calcul•cion• 1hould be 1ub• aitcad co justify cha adequ•cy of cha 1tructur•l ayac• in re1iatin11eism1c alMI liilMI load•, aad 1upportia1 da•d and Uva lo•da. 151 Dat•il ba .. to colua coanecciona. 1,9tha roof 1hould be da111aed for uplift viad pr•••uraa "1th due conaideratioa for lateral aupporc of coapr1a1ion flan••• of flexural anbars, 160tloor load 1houl4 coaaidar • 20-pound par·~ fc p•rtitioll lo•d. Sac. 2304(4) 16'1 Marquau ahould ba dadsaed for • 60• pouad par 1q ft liva load, Tabla No. 23•4 162 CroH 1raill taadoll in vood 1s not allovad. Provide joiat anchors 4 feet Oil c11lt1r uxil:lua 1pactn1 vithouc ape• cial wll d••illl• Sac. 2312 163 Exitways shall be designed for l'J'l P.S.F. live load. Table 23-A. 164 Liva load raductiolla 1hould comply vith Sac. 2306. 16,-Cluad•luiucad luabar 1hou14 be f•bri• cated ill accordallca vith Sec 2Sll(f) A cartifieacioa of ia1pactioa shall ba aubaittff prior to fi•ld ia1peccion. 166 All-bl• acraH 1a aluad•luinaced .... ~•r• over 12 incbaa in depth ahould coo• aid•r a daptb reduction factor. Sac • 2.511(4)6 167 Jolted coaaactiolla upoHd co cha v ... tbar are-l'illitff cq_par callt of th•. •llovabl• load Wider prot1cc1d coadi• Cione. Table 2'-F, footnote 1. 161 Aachor•1• of concraca and ma1oory v•ll1 ahould coaply vitb Sec. 2310. 16,Plyvood 1r•d11 ahould coafor,a vith Tabla No. 2.5•1. 170Juatificacioll ia required ch•t 1uf!i• ciallt 1lopa or cuber i• available to •••ura adaqu•t• roof drainage after lon1 tia• datlections •. tn lieu of this, roofa 11Uac be 4••iaaed for possible pon41n1 of v•ter. Sec. 230S(f) t-7 J Detaih oa etraHin& ••chod an-i hardware alon1 vich justifyin1 d•ta ar• required Oil praetr•••ed concrete vorlt. /lot• that •11 can4one ahould coaply vith Sec. 4303 for fira-raaiativa purposea. 172 Veld1a1 4eta or detaila for 1t1el deck• iDI u1ed aa a dtaphra .. 1hould be pro• -dded. Sec. 2)1)) fa) 173 Deca1l1 aa4 calcl&l1Uoaa 1hould b• pro• Tided OD roof (floor) 411phrap CODDIC• t1oa1 that ia41cata hov tb1 1b1ar1 ara traufarred to T1rc1cal 1b11r•r1111c1a1 al•nc1, · 174Hail101 for an•u• board (lath, 1h11th• in1 lloard) uaacl 1tructurally oa 1h11r valla 1hould be 1p1cif114· to co•pl:, With Tabla llo. 47-I, - I 7' Shaar vaU1 util1Zia1 1yp1ua board (latb, 1buthin1 board) caMOt be uaad to r11i1t lo1d1 iapa1acl by uaoary or coocrata wll1, rootaoc, 1, Tabla Na. 47-I. 176 lailia1a ahould ba dHi1n1d to vitb.- 1taa4 a 20 (50) pauad par foot hori- zootal force. Table Na. 23•1 177 Cdlia1 fruin1 1hould be dHi1nad for total load of aot l••• thao 10 (20) !!OUDda per aq ft, Table Ko, 23•1 17! Suapeadad cd'lia1 ahall be dHiSDld to lat- 1r1l load1.(23i2-1, Tabla, 23-1, 23-J) 179 Iatarior parUt:l.ou ahould be Ji&1Ufiad 1tructurall:, for 1cr1a1ch and. d1fl1ctioa crit1r1a 1aecifiad 1a Sec. 2309 (b), 1100. fouadatioa plu, aho'V locatiooa, 1tz1a • allNIMIIU of batb ucbar Tlalta • boldowa. Ill Note on plans that "A S!)ils engineer shall evaluate any unanticipated uncompacted fill Of" expansive soil or other soil problems disclosed during construction". Sec. )1.)6 (a) 12. 112 Submit soils clusification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of e11pansiveness, compressibility and bearing value. Sec •. 2,0, 113 Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2,0, IS. The f~tion· plan does not comply with the the so,I report recommendation for this project ______________ ---'_ IU Provide notes on the foundation plan listing the ,oils report recommendations for founda- tions, slab and building pad preparation. 116 Provide spread footings for concentrated loads designed for 1,900 PSF soil beari~ or per bearing vaJ~ as determined by an t'llgineer or architect. Chaott'r 29 117 Note on the foundation plan that "Jlri"' tc;> the contractor requr'\tlng a l\111hlin1; Deparlmf'nt foundatiQ11 in"prrtiuu, 1hr soils t'IIRin~ shall advisc the.-Auildinr, Official in writin11 that: I. the building pad was pr!!parrd in accordance with the 'IOils rc-p,,rt: 2. the utility trl"lllCht-s have httn properly backfilll"d and comparlf'd, and: 3. the foundation excavation!\, forming and reinforcemt'nt comply with the soils report and approved plan." Ill !'ihow all joists, rafters, beams, and po5ts 2" to If" thick to be No. 2 Ciradc.-Oouglas Fir-Larch or bettt'r. 1\11 posts and beams , .. and thicker shall be No. I Grade Oougla5 Fir-Larch or better. (Table 2S-A-1). 119 Note cross brid11in11 or blocking. Flnnr joists and rafters more th,,n 12" in rlrpth and spanning mnre th.111 I ft'<'t sh.1II hti supported laterally by bridging at intrrv.il'\ not exceeding I feet. Sr<·. 251)6 (g) 1,0 Show bloc-king at t-nds and Jt support'\ of floor joists, a.nd rafters at extermr w,1lls. Sec. 25116 (g) l'1 Show solid blocking at ridge line and al exterior walls on lrus.wd roofs. Sc<". 251J<,(g) 192 Show double joists. Floor joisl!...shall bl' doubled under bearing partition~ runnmg pilrallel with the joists. 5cc. 2517 (d) 193 Show rafter ties. Rafter ties shall be spaced not more than 4 feel on center wile-re raflt-r ceiling joists are not parallel. 5cc. 2'17 (h) 194 Show rafter purlin brar<'s to I><' riot l<''i'i than /f5 dc.-grees to the hor1zo11tal. ~,'<". 2'17 (h) 19) Show 1/2" minimum clearance b<'twt'c-n lop plate of interior partitions and bottom chord trusses. (To ensure loading will be as designed.) 196 Show double top plate with minimum 48" lap splice. Sec. 2, 17 (g) 197 Show nailing will be in compliance with Table 2'-Q, 191 Show stud size and spacing romplies with Table 25-R-l. l'9 Note an A.l.T.C. Certificatt' of Complianc<' for glUC'd laminated wood membrrs r,hall be given to the Building fnsprctor prior to erection. Sec. 31)6 (f) 200 Detail all post to Ix-am ant! post lo footing c-onr>N:tions. Sec. 2516 kl 201 Show 3" x lf" or 2" x 6" studs in first story of three story building. Sec. 2.511 (f) 202 Provide truss details and truss calculations. 203 Provide roof framing plan. Sec. JIJ2 (a) 7 20. Provide framing section through. ___ _ Sec. 302 (a) 7 20, Specify all header sizes for opening over If' wide. Sec. 2,11 (g) 7 206 Provide calculations for ______ _ Sec. 302 W 7 IGHT VENTILATION AND SANITATION !I Provide.-light and ventilation pl'r Sec. 10, in those areas customarily used by humans. Ul Provide toilet rooms per Sec. 71),. Provide / separate facilities for men and women if number of employees exceeds four and both }"- sexes are employed, Toilet rooms shaJI be separated from food eparation or food storage rooms by a tight- tting "door. Sec • .51 IJ (a) rovide floor and wall finishes in toilet rooms r pcr Sec. SIil (b) Restrooms 5hall be accessible to the handi• capped and should be in compliance with Sc<:. 511 (a) and Title 24 requirements. / HANDIC/\PPEI) ACCESS/\BILITY Gl TIONS 21, Provide notes and details to show compliance with State of California Handicapped Access- ibility l{cgolalions. (see attached) ELECTIUfi\!-,_ .~§CHANICAL AND PLUMBING ft If elet triral service exceeds 200 amps, provide load calculations and single line ~~~~ram ar,d show types of wiring, switching, Provide mechanical plans showing the data noted on the attached sheet. / Provide plumbing plans showing the drain waste and vent sy5tt"m and materials; cold .ind hot water piping and materials and s11n1l.1r. If you have any questions, please call -::::i-j '(VJ, at E,1;11 Curpor .. 11on, tel. (619} 561)-1468. Thank you . ·-;. -~-;£) .\¼tG 7 C ~ Cl\.\~s 1 Sn o l..l.J ~4-.~q\\ fu rz.e+o.1n 111¾ ~ . ~\<M/l %::bou,)$ ~4-C!: I<.,". (E0 luh.QAQ DO ~Q ~'-'~ S . 6\-fou) ~e Foo-hVl"} '51-z..e., frND ~ef~ -~ 1:1 r1cftL fn q-n ½'§ ~ ~~Wal-.) ~€? ~UY)Ur:ff!WJ . ?Lrnv ,, fu1cr2, ""TT) PL>~) YJ Y( \ b+ee( o a.. ~-1 c. rl.e t-e , yJ ~ G fnJ :frj7 V\'1 ~ E>X2. u, J GL-1 \ ..s) · O'(L . Q.~f'A-Yf0) 1Jy \.AJ'A-1-.L;S) ::-rk e So, u;. 8'r\JG-\ (\) 8::3)Z, s ,+e:L '-'f:tO v 1-G.e :±he I I;_) Yht t , :±{u\-:J: :\::½e, So Jt,:$ fry\_;~ _UY\ V'A:D:f2Y\ Oes, G, Y.J /:b2.1z C-tNlSt $~.Jr w rtt1 i-f,,e S' ~\ n.. l +-ff1\J.O \ YJt"t-::,::V::: 0 t:: '::tla ~ SoH .... S t?.k:..;(?or~f-'~ @;) ?~v I Pt=; o )\J ··th? :tdfe. · S ¥,Qr4j ':¾ Q J)fY!'A: \~ri us: ~±:t::--:n D r0 Tu.Q ~ 0\ c~e:P 11 G \t½J I ~SHcuJ. t\1)8"QU~¾:( of=, <;0f~D~z_-\- -s Lf ~ -h::,tv\ R>,2... W I\\.) 00 u) WY-h..-L,S' (@2 _______ _ t;,.· A. WALKS ASD SIDEWALKS (SEC. 2•3323) 1. Walks :ind s1dc'll.•llu sh.all have a conlinuous com· mon surface, not intrrrupted by steps or by abrupt chan!"S in lc\'el cxceedmg ½ inch, ~nd shall be a minimum of 411 inches in width. :?. Sur(.ices with a slop•· of less lhan 6 percent icradicnt shall be at least .is slip•rrsislillll as lhat dc)crib,•d as .i medium wltc:d linish. 3. Surfaces with a slo~ of 6 percent i;r.idiml or icrcater sh.ii be slip-resistant. 4. Surface cross slopes shall not exceed 1/4 inch per foot. 5. Walks, sidewalks and pedestrian ways shall be free of !{ratings whene,·er possible. for gratings ·located in the surface of any of these areas, grid openings in gratings shall be limited to ½ inch in the direction of traffic flow. 6. When the slope in the direction of travel of any walk exceeds l \'ertical to 20 hori:l:ontal it shall comply with the pro,·isions for Pedestrian Ramps. i~ Abrupt changes in le\·el :&;long any accessible route shall not exceed. ½ inch. When changes in level do occur, they shall be be\'eled with a slope no greater than 'l :2 except that IC\·el changes not exceeding .,. inch may be ,·ertical. When changes in levels greater than ~ inch are necessary they shall comply ,\ith the requirements for curb ramps. 8. Walks shall be pro\'ic_led with a level area not less than 60 inches by 60 inches at a door or !{ate that swings toward the walk, and not less than 48-inches -..ide by H inches deep al a door or gate that swings away from the walk. Such walks shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk. 9. All walks with continuous gradients shall hne levct areas at least 5 feet in length at intervals of at least nery 400 feet, B. HAZARDS.(SEC. 2-332-1) 1. Warning curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or dmewa)', exceeding 4 inches in. a vertical dimen- sion, such as at planters or fountains located in or adjaci:nt to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop oft When a guardrail or handrail is provided, no curb is required when a guidera.il is -pro\'ided centered 3 inches (plus or minus one inch) above the surface of the walk 01 sidewalk; the walk is 5 percent or less gradient or no adjacent hazard exists. 2. O\'erhanging Obstructions: Any obstructions that overhangs a pedestriai:i's way shall be a minimum of 80 inches above the walking surface as measured from the bottom of the obstruction. · C. PARKISG (SEC. 2·7102) 1. Thl' followinR table l'stablishcs the number of handi· c.ipped parking spaces required: Total ~umber of Parl.iilg 5pa.:es 1 • 40 ••••••• 41 • 80 ...... . 81·120 ••••••• 121-160 ••••••• 161-300 ••••••• 301 • 400 ••••••• 401 • 500 •.••••• O\er 500 ••••••• Number of Iiandicappcd Parking Spaces Required I 2 :, 4 5 6 7 l for each 200 additional spaces pro\·ided When leu than 5 parking spaces are provided, one shall be H feet wide and lined to provide: a 9 loot p.ukinir are.i and • 5 foot loading a!ld unloading atta. Ph) s_ically handii.:apped parking spaces shall be lo- cated as near as practical to a primary entrance. If only one space is provided, it shall be 14 feet wide and lined to provide a 9 foot parking area and a 5 foot loading and unloading area. When more than O!le spa1.e is provided in lieu of. providing a 14 foot w1dc space for each parking space, two spaces can be provided within a 23 foot wide area lined to pro,·ide a 9 foot parking area on each side of a ·5 foot loading and unloading area in the center. The min· imum length ofeach parking space shall be 18 feet. In each parking area, a bumper or curb shall·bc pro, \'ided and located to pre\'ent encroachment of cars o~r the required width of walkways. Also, the space lhall be so located that a handicapped penon is not compelled to wheel or walk behind parked cars other than their own. Pedestrian ways whkh arc accessible to the physi- cally handicapped shall be provided from each such parking space to realted facilities, including curb cuts or ramps as needed. Ramps shall not encroach into any parking space. EXCEPTIONS: l. R.imps located at the front of physically handicapped parking spaces may . encroach _into the length of such spaces when such encroachment does not limit a handicapped penon's capability to leave or enter their vehicle thus providing l'quivalent facilitation. Surface slopes of parkinR sp.iccs for the physically handicapped shall not exceed 1/4 inch per foot in any dire1.1ion. Entrances to and vertkal clc•arances within parking structures shall havc a minimum vertical 1.lcar.ince of 8 fer't 2 indu·s wllt're n·quirecl for accessibility to handicapp,·d parking ,p.i,·es. D. SANITARY FAC:11,ITIF.S (St:c. 2•1711) I. Where separate fadlitks ,ire provided for non•handi• capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex facilities arc provided for non• handicapped persons, such unisex facilities shall be provided for the hanq,icapped. 2. Where sanitary facilities are located on accessible floors of a building, they shall be made accessible to the physically handicapped. 3. Passageways leading to sanitary fadlitics shall have a clear access width as specified in Chapter 33. All doorways leading to such so111itary facilities shall have: a) A clear unobstructed opening width of 32 inches. b) A level and clear area for a minimum depth of 60 inches in the direction of. the door swing as measured at right anglt-s to the plane of the door in its closed position, and 44 inches where the door swings away from the level and clear areL 4, Multiple accommod.ition toilet facilities shall have the following: a) A clear space mnsurt"d from the: floor to a height of 27 inchcs above the tloor, within the sanitary ,facility room, of suffidcnt size to inscribe a circle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches in size. Doon other than tht· door to the handicapped toilet compJrtml'nt in .iny position may encroach into this spact• by not more• than 12 inches. b) A water do~et fh:ture locatt"d in a comp:utment shall provide a 28 inch wide dear space from a fixture or a 32-inch wide cit"ar space from a wall at one side of th•· Wolter closet and a 48 inch long clear space in tront of the w.iter closet if the compartment has an end opening door (facing the water dost"t). A 60 inch minimum length clear space shall be prm·idl"d in a compartment with the: door located .it the: side:. Grab bars shall not project more than 3 inches into the clear spaces as specified abm·e. c) A water dosct comp.irtment shall be equipped with a door that has .in automatic closing device, and shall have a clear unobstructed opening width of 32 inches when locatcd at the end and 34 inches when located .it the side: with the door positioned .it an angle 111' !10 degrees from its closed position. 1-:xccpt tor door opening widths and door swings, a de.ir unobstructed access not less than ·H inches )h.ill be provided to water closet compartments dt'~igncd for usc by the handicapp,:d •ml the ~pat t• immt·rliatcly in front of a water clos,·t t·om11.irtm,·nt shall be not less that 48 inchcs a, measun·d .at right angles to com· partment door in its doSt·d position. 5. Single ,1ccommodation toilet ladliicis shall have the following: There shall be sufficient space in the toilet room for a whe,•lchair measuring SO inches wide by 48 inches long to enter the room and permit the door to dose. 1 ht' watcr closet shall be located in a space which provides ,1 28 inch wide clear space from a wall at one side: and 48 inches of clear space · m front of the watc·r closet. 6. In an existing building a sinicil' .iccommodation toilet facility may have the wat,·r closet fixture located in a compartment whit.h pro\ides a dear spa1.-e of not less than 36 inches wide by 48 incht'S long in front of the water doset. · 7. Grab bars locatl'd on ea1.h sidc, or one side of the back of th<' ph)·sically h•ndicapped toilet stall or compartment shall be: sccurcly attached 33 inches above and parallel to the noor. Grab ban at the side shall be at least 42 im.hn long with the front end posiuoncd 24 mchc:s in front ol the: water clol>t't stool and grab bars at tht' back shall be: not less than 36 inches long. The diameter or width or the gripping surfaces of a . srab bar shall be 1 ~ inch to I½ inch or the shape shall provide an equivalent gripping surface. If grab bars ;ire mounted adjacent to a wall, the space be· tween the wall and the grab bars shall be 1 ~ inches. 8. A dear: floor -space 30 inches by 48 inches shall be provided in front of a lavatory to allow a forward approach. Such clt'u floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the lavatory. · 9. Where urinals are provided, at least one shall have a clcu floor space 30 .inches by 48 inches in front of the urinal to allow forward approach. E. WATER FOUNTAIN LOCATION (SEC. 2-1712) I. Where water fountains are pro,·ided, they shall be located completcl,y within alcoves, or otherwise positioned so as not to cncroiu:h into pedestrian ~~ ' F. DRISKISG .-Ol"S'fAISS (SEC. P-1507) · I. The drinking fountain shall 1,c: a minimum of 18 inches in depth and thett shall i>e clear and unob· structed spaces under· the drinking fountain not less than 27 inches in height and 18 inches in depth, the depth measurements being taken from the front edge of the tountain. A side approach drinking fountain is·not acceptable. 2. The bubbler shall be ,u."tivated by a control which is cuily operated by a handicapped person such as a ~~d·opcratcd lever .type control located within o snches of the front of the fountain, a pu,h bar control along the front of the drinking fountain, etc. The bubbler outlet orifice shall· be lot-ated within 6 inches of the front of the drinking fountain and sholll be within 36 inches of thl" floor. The water stream from the bubbler shall· be substantially par:allcl to the front edge of the drinking fountain. G. DOORS & H.UDWARE (SEC. 2·3301, 3303, 3306) 1. All p~mary entrances to buildintcs ,h~l be made accemble to the handic.&ppl·d. Hand actinted door opening hardware shall be centered between 30 inches and 44 inches above the tloor. Latching and locking doors that are hand acti• ,atcd ~d wh•ch arc i,n a path of travel, shall be o_p<'r• able \0"1th .& single c:llort by lever type hardware·, 1,y p.ini~ b.irs, push-pull a,;tivatintc bill's, or other haul, ~.m: dl"Sll!lll.'.d to provide passage without re11ui1inK the .tbilit~ to gr.tsp the opening h,mhv,m·. l.ot:k,·d c:xu doors ,h,dl oper.itc ol) above in egre» dirci:tion. Dou~ ~o individual hotel or motel units shall opcr· ate s1m1larly, except that when bolt and unlatching opcration is key operated from corridor or exterior sidt_of unit door, la£Rl: bow keys (2 inch) full bow or 11,. 1n.:h ( h.&lf bow) shall be pr11\"idcd in lieu of' lrver type hardware on the corridor side. Separate dc,ul lock acti\ation on room sidc: of corridor doon in hotels or motels ,h.lll ha~e le\'c:r handh• nr tar11r ,1humb turn in .in l'.1.ily rca,;hed location. 3. Width and Hei11hts. 1. l::verv required ""ii duu1w.,-, shall be ol .t si.te a. to permit t_hc inst.&llatmn ,,I .a door not less than 3 feet in width ,ind ·not less 11 .. 111 o fei:t, 8 inches in height. When in,t.Jkd in. C"-11 doorw4ys, c:xit doors sh.ill be capable ol opcning at least 90 degrees and shall br so mounted that the dtar "!idth of the e:o.itway is nut h'u.than 32 indu·s. 4. tor hinged doors, the opt"lling width .sh.11l he rnc·a· sured with ihe dtK1r 11ositi11nc:d at an angle ol 90 dc:grces from its cloitd position. At lc;u;t one uf a p,t,r of doors sh.ill meet thi• opening ~idth rc:quirc• mcnt. Rc\Ol,ing doors sh.1II nul hr used ;u; a re11uirrd n 11.:e fur tlie h •i"'lh h,111tli<.&, ~ nimum e ort to operate ours s .&II n t e ·,·er -~ u ds for exterior dour Ult pounds or .n erior doors, sut: pu or pu• ellort being applied ,It right .&nldl'S 10· hinged iluurs and at the u-ntc-r l,il.&nc: ol sliding or folding doors. ·Cumpt·n•.&lm,c J,·\ic"cs nr .1u111m.11k door operators may ht· uuli1.1·d to ml'l't the . .ibme •t,111d . .u,h. \\h,·11 Im· ,1 ... ,,, o.111· rc:4u1rc&J, thc: m.a:iumuin dlurt 1,, 111" IJI• !Ill' tl1101 mol\ be 1.n, re ... rd 11111 10 ,.,, ,.,.,I I 'i fH1111ut.. t>. l.unstruLtion. rhe bullom IO IIILhr• ul "" ,lonh C:llLept .tutomwt": Jlul >li1.hu11 >Ii.ill h,n,· .1 \lllonlh llllUllerruptcd •url.iLc to .1ll11w 1hr 110111 10 he _ -'J>COC:d by a wherlch:ur fontn·•t wuh,,ur , 11 ,111,K,. · tr•p or h.iardou. ~onu1t111n. Where narrow trame Joon ;&re used, .i 10 int:h hil(h •mooth-1lllnel sh.all be in•t.tllcd on the push >ide of du: door, which will •llo"' the do~ to be upened by a wheelchair footrest without crcatsng a trap or ha~ardous condition, 7. T_hresholds s~II not exceed~ inch in height. 8. \Ii here turnsttlc:s arc usc:d a door or Kale thilt 1s a~cc!sible to the h.indicapped shill! be providl'd wuhm 30 feet. H. RAMPS (SEC. 2·3306) 1. The slope of a ramp shall not exceed 1 in 12. 2. The top landings on a ramp must be at least 60 inches in depth. 3. If a door swings onto a top landing the: landing depth shall be not less than 42 inches plus the width of the: . door. 4. The top landing shall have a width not less than its depth. 5. The top landing shall extend not less than 24 inches beyond the strike side of the: door at exterior ramps and 18 inches at interior ramps. 6. The bottom landing shall be not leu than 72 inches d«p. 7. Jnu:rmedi.ite landinKS •h:all be provided at turns and whc:nevrr tht' i:h.tngc: in lcvd exceeds 30 inches. 8. lntermc:tli.ttr l.tndings on straitcht ramps shall have a drpth of 1101 lrss than :S'-6". lntrnnt'diate l;mdings on ramps that turn greater than 30 ucgrees sh.ill be not less than 6 fc:c t in depth. 9, Ramps shall be not less than 4 feet wide. 10. Ramps serving a primary entrance for .1n occupant load of 300 or more shall be 'lot less than 5 feet . wide. · 11. Handrails shall be placed on ea,;h side of each ramp and shall extend 12 inches beyond the top and bottom of the ramp. 12. Surfaces of ramps shall be slip resistant. I. WATER CLOSt:Ts (St:c. P-1502) 1. The height of accessiblr watrr closc:ts sh.ill bra min• imum of 17 inchC's and a maximum of 19 inches measured to the top of the toilet sc:at. flush controls shall be operable: by an oscillating handle with a maximum operating force of 3 ib or by a remote low voltage button. The handle or button shall be located so they arc operable without requiring excessive body movement. J. URINALS (SEC. P-1503) 1. Where urinals are provided at least one elongated rim at a maximum of 1 7 inches above the floor is rc:quired. 2. 1-'lush controls shall be h.1nd operated, and shall be mounted no more than 44 inches above the floor. K. LAVATORIES (SEC. P-1504) 1. Lavatories shall be mounted with a clcar:ancc of at least 29 inches from thc: floor to the bottom of the apron with knee d~arancc undrr the front lip ex• tending a minimum of 30 h,.:hes in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and sh:all be a minimum of 17 inchc:s dcC'p from the front of the lavatory. 2. Hot w.atcr and .train pipc:s undl'r lavatories shall be in~ulatetl or 11th1·rw1se i:m·erctl. There sh.all be no sharp or abrasivr surfa.:cs undrr lav.&torics. !. 1''au,:c•t controls and opcr.&ting mc•chanisms shall be operable: with one h.ind and shall not require: tight 11rasping, pint:hing or -twisting of the wrist. The force: required to .ictiv.itc: ,;ontrols shall be no greater than 5 lb. I.c•ver-c11>erat,·cl, push-type and elc:t"tronio:ally c·o111rollc-rl m,·,·ha11i,m1 .tre rxamples of ac:ccptable dc:~igns. Sdl-dosintc v"hr, .UI' ,&lloweu if 1he faucet rc:mains 0111·11 for .tt l<'ast IO ,eeonds. I.. rELEPHONl-:S (S•:c.2-1713) 1. C:encraJ. II publ11 trlcph,,nes .tre pro,·1uc-d, they s11.&II comply . M. ELECTRICAL Note all electric receptacles to be at least 12" above the floor and light switches to be 36" to 48" above floor. N. DOOR SYMBOLS Note doors leading to handicapped type restrooms shall have raised triangle and circle identification symbols. O. STAIR TREAD MARKING Note stair treads to be marked per Sec.3305(rl -1 ; •. City_ of Ca-rlsb.a,d· ,.I. 1200'ELM, CARLSBAD, CA 92008 • TEL. (619}438-5525 MISCELLANEo·us· RECEIPT_~ ii' ,. '< i~~ress '2D77-LA-$ . P~ m~s-\)ii. . · ~-'-~~ELLA_NEOUS fEE RECEIP~~ ~~-::".A..._ Owner · 1-----.:..ln_(..,;.i-_,'$::..u_L · F~t>""~-~-=-. ~-~--~ o _:_ . PLAN cHecK Fee · 01-0°-00-09os · · .. · · ·=· _ .. Mailing .,.._ · (\ _ ,.. · O Address t..iS'ZO -Ce:,i<-.-re. \-I_~-, ~it> .. ,·:-< __ VALUATION ____________ --1-------1 City . . I Zip ·: . Tel. · · · . Cft--tLt:..5,gf-rb ' , <{'3:'b 2'.!; ~-'" o· DEMOLITION ... Contractor D HOUSE MOVING Address .,. . : \S·'"7o '-L f\'JO ~ ViSif>t-· ~lZ- 0 PARKS AND RECREATION Fee o.· PUBLIC FACILITIES FEE State Lie. City S. Ciasslf. "2, •. 0 t Z, -& 7 Uc. No. 0 SCHOOL FEE • DISTRICT 0 Carlsbad · COMPLETE FOR PLAN CHECK ONLY 0 Encinitas LEGAL DESCRIPTION L.o l (o D San Diego 0 San Marcos D· CERTIFICATE OF OCCUPANCY ASSESSORS PARCEL NO. n n DESCRIPTION OF WORK n I- IJ.iJ. /3.\ LcN.-r-t=t....S n -r/ ., ' --_-_-,.-. -. -. -_,,-r=Dn ,Jo, ·rz_,::: FlcJ,µ 'J - ~N~-~~~~-,~~•~n~~~~~-L·~·-~~~~A~.A~\c,~~--/J · \\ ~ D,--1n-.·=--------+----' \J -Ir C" ,. "-~-r.>,., ... i .... ou. L-· R...A. ., , \\ ~ 0---------------+----~ PLAN ID NO. 0---------------+----- DESIGNER ADDRESS \ .s /Z'I L \l'V l> ('I V\ s·m _b~_ o·-----------------+----- PHONE . CONTACT PERSON o·---------------+------ TOTAL FEE S •WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE FORFEITED TO THE CITY. COMMENTS: ___________________ _ .\ Signature of Applicant B/4-e:'.-n--> f). · ~.l'ff\.Date ·1Y·cv/9 S: .. 1 _______________________ _ "- White -Applicant Yellow -File . Pink -(1) Finance (2) Data Process Gold -Assessor .r .. ·., -···· --·--·· ·---~ -· ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA H2 l 23 ((j 19) 560· 14(>8 DATE: /2/3/8::S-~~. QAPPLICANT <b)JURISDICII.QJ;f.5 D PLAN CHECKER D FILE COPY OUPS JURISDICTION:. -~t..>$Bt9:0 PLAN CHECK NO: ·. g'4'-I ~1/-Z (l?e:v1.5/qYJ ) PROJECT ADDRESS: ·20 77 £&:.5 ;:?:;.L-OVl--5 '.27.e;:, D DESIGNER PROJECT NAME: 11 D D D D D D I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building-· ·<;:odes. The plans transmitted herewith will substantially comply with the jurisdiction's building codei when minor deficien- cies identified---------~-----are resolved and checked by building deparb~ent 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 applicantrs copy of the check list has been sent tci: Esgil staff did not advise the applicant contact person that plan check ha~en completed. Esgil staf_f aWadvise applicant that the plan check has been compJ.'eted. Person contacted: ~llVI C/2tJA/;./ Date contacted: Telephone #_7-_~~1/-~..=.;....~_'3.~3=---- REMARKS: ---------------------------- ENCL: 'P~ ., ., ! l Dates/74/1'~- Prepar~s '-'?wt Jurisdiction Cr-:??Z.~93fi0 VALUATION AND PLAN CHECK FEE ,.., . ·:-:· CJ Bldg. Dept. O Esgil PLAN CHECK NO. 8L.J.-/._6 4/-I (r)i21:--µ/v/"f1) BUILDING ADDRESS ;?tj 7 7 L.cfS e~ rr?c/ -5 7)£ · APPLICANT/CONTACT ff,l!?/cJ)..f C.!?LJNN PHONE NO. 74:z:: -==3'/.33 BUILDING OCCUPANCY 8-'2 {)?§111.slo.AI DESIGNER PHONE __ //" ___ _ TYPE OF CONSTRUCTION // ..... JI CONTRACTOR PHONE // BUILDING PORTION ... S-r72. I./ r-rt?") t0..-19-1 .. Air Conditionine Commercial Residential Res. or Comm. Fire Snrinklers Total Value Fee Adjusted To Reflect ----- BUILDING AREA VALUATION VALUE MULTIPLIER ~y/,S/,rlo/'7 z.}/7U .~ ,j~ '/15''7 -/tJS,/&' - ' 414 /l,tt 1:f,}:1, /oa.12 ::::' · 1z7~t7 I , Sc> ; @ ca @ 0 Ener~y Regulations (Fee x 1.1) OHandicapped Re~ulations (Fee x 1.065) Building Permit Fee. $_.:...AJ1:::....:.."...:./t'~_1 ____ _.. ___ .......:..~-----L------- Plan Check Fee $ / ~$', 71 $ COMMENTS,_•---------------------------------- 8/4/82 ' I I I :-·i _,--,_~ L."i i..lfe: L : foii:.Air:1t2 . I . , .~UBE;I~.: .. 1 • , · -· ··· ·,·-:Structural Engineer--.--··-· · -. i ,. ··:·' ____ ; .. --.--! ·-+-~--r --, ' • • • •• I• ,, -, l ' .; p~~e· .·:AI • ·-1 ' . .• ,-, Sheet. ____ .;__ ___ ___,;•·-·, -, -, -, Appr;, ___ _ ' .. ·--· : Date: ____ _ Job_6_._;;q-___ .. -_'3_· 0---,-~- tM =-'Z, V-$) d-:: qc, • C., -; 'j O II ts-=-2..'+ l"-~I -,., -:: I '5 ,~ -::. '+b ~-z.t,')<. 17.-/~. ~ y.. q:: 'L . e ~. ,,OOo<..,.f A~::-• '?O;,.,,.. ,_ -"2. ..: d:. ~ ofL. --.: " -•-~ • I -~ - 1_ j ;. -t-1 I I I I J . ;· f -~-.\ t -, . :.-:~_:J~--~~ .. -~ !-~-~-1, - r_ 1_-·_:.--+;-t·i --~ --, -+--.; r-H-+·i' , ---1--:-----r-·---·t -}-·. - ;· f ---" I i r -~ l I ' DOHUBE; INC. 7 · · · Strl.!(~r~I Engineer· · ' ' . ' -.. -·-rv·-,--.. ~ -i--· ~ - Po9e A -z... Sheet ______ __; Date: ___ ..__ Job 84--?>t:> f,--(1!S"o)('2.~)(~) =-lb,o !'-(lb ~'2..o) ::: 2. I, <.P It. (1so)(9)(~)-= C:,,115 ¥-- ::. <;, tf I'- (12>~w) (lq) ( I <:J) (-z.o) -~ t .. ' : ~ . : t J """··· 1··---,-----~- ! I i 1 ...... f··-- ! .l I ' ' . r. ··; ; I ,. I ; -1 -• ._I __ __,J .. , · ·· r -;--;... ;.-i. -·---·--- ' ' . -r --~ -.. . r .... ' : ' , .. ,: -··,--+--·. - i ' OOHUBE, ·INC; .. · · Structural Engineer -·· · Date: ___ ~ ' . Vto,--::: s. '1--Z. + (~.ti-~ + z.. "":,. I + ~+. I) 1J1 -::. :(e,~.",b/-z.)/1'?°! -== '?C•O -id:-/, -V"' ~ (~";;W,/-t .. )/ '11 ::-. 4-'5b ..4/, l :~---: .CIJ.p~r.:> .. (/lit"$"') -::. Page--'. A_,_'+_-'---- Sheet ___ .:..... __ _;._ -! : -; : -l~ Job ___ _..;. ___ _ ! '. ., -· !·, :i1.:....:_: __ _.~ ·. r .. -L. .I -l --4----, ; ; Date,~4 Prepared by, ,.__,_- V/'?2 Jurisdictiont'71(t'2468~ VALUATION AND PLAN CHECK FEE PLAN CHECK NO. 8~-/(;:,L/ BUILDING ADDRESS za77 i.,11:5 ft;-t..mt96 2>R, CJ Bldg. Dept. 0 Esgil APPLICANT/CONTACT-. JON Y L. GI W/ . PHONE NO. -, l./-t./, -~ I 3 3 BUILDING OCCUPANCY f3 -2(.s h~J/) DESIGNER PHONE __ ff __ _ TYPE OF CONSTRUCTION 1./-JJ CONTRACTOR PHONE ----- BUILDING PORTION'. BUILDING AREA VALUATION VALUE MULTIPLIER , b11.ACJ11U H /5./(pJ./ ~. I~ r/8-~9!)-Ct:, ~A , _,,,,~, , .. Air Conditionin~ Commerci.al @ 2.80 Resid·ential @ 2.40 Res.· or Comm. Fire S:orinklers @ 1.50 Total Value i,c-,5&,q~ I , f'ee Adjusted To Reflect 0 Energy Regulatibnj (Fee 1 ) OHandicapped Regulations ( F-e 1.065) · Building Permit f'ee $ . ___ r_z~_;....,. __ ' _cnJ ____________ l...,y-...------ Plan Check Fee $ S7 ~. J,S-"' --:;,,__ ________________________ _;...;:_..;.._ ____ _ COM MEN TS.,•------------------------------ 8/4/82 PLAN CHECK $4'7"/~00RESS /I 2:;'lttS '1-,/.J>Jtlff PLANNING ZONE: ___ _ TYPE Of PROJECT:_,..._ ... ~--~----_.._.' ...... __ ----~---_-., ,.,.,__-__ _ SCHOOL DISTRICT: SAN DIEGUITO ENCINITAS CARLSBAD SAN MARCOS ----SETBACKS: FRONT SIDE REAR DISCRETIONARY ACTIONS: _________________________ _ REDEVELOPMENT PERMIT REQUIRED: ----1111 ENVIRONMENTAL REQUIRED: ---- OK TO ISSUE: DATE: ---------------- ENGINEERING LEGAL DESCRIPTION VERIFIED? APN CHECKED? ----------------- P.F.F.: PARK-IN-LIEU QUADRANT: _, FEE PER UNIT: ----------, --~------ RIGHT-OF-WAY: _________ TRAFFIC IMPACT FEE PER UNIT: __ , _____ _ EASEMENTS: DRIVEWAY: ----------------------------\ IMPROVEMENTS: -------------·a::: :::) 0 UJ INITIALS: a::: V, z E.D.U.: ------------0 -I-,._ u G> UJ ;:: a::: G> . a::: ·-! > 0 G> t'O u a::: C OK TO ISSUE: DATE: ---------------------------DP D 2:DPD6:04/15/86 ,. -____ .,,~ ~,"'.,!'J1111 .. l!!ll,IIII·-·"~--,, ~ii---~--:·•""jr .. f•"",;1t,'.f''i~.fH'{/it~'.a·-;riff,ji"~l-·-;,·1,. ~ >~· , "' . ..; 1200 ELM AVENUE CARLSBAD, CA '92008-1989 Citp of Cads&ab FIRE DEPARTMENT k .,! ll \ PAGE 1.0f_;,_•, TELEPHONE (619) 438-5523 APPROVED.,........ .... -"' t,, DISAPPROVED PLAN CH ECK REPORT PRoJEcr____._A"""""'A..:...+""f.3'--i1_a __ L__.._o_._f_,.J,,J--_,,c,..._· __ ADDRESS ,., r, -1 7 lA5 ,_()lJ. (,. 1:,1 A < /A ::1 { . ARCHITECT --'D ...... o ........ 1::1..L.¥u.A;e""'._,_"' _ _.,..LN--=--....::'": . ..,_. ___ _ ADDRESS lZi"ti.l :i"t?..11..tlli Rlia>HONE 71'1-EH'.~-'-"' 8 OWNER ______________ _ ADDRESS PHONE /'"I ,, i -rr '*/ OCCUPANCY l:5-0,~ CONST. _:Jl_._ ····~t:-~--is;&':/ --TOT AL SQ. FT. STORIES ~SPRINKLERED D TENANT IMP. __________________________ _ __ 1. __ 2. __ 3. -A4. __ 5_ -2L7. __ 8. _l(..9. _)L 10. ---:L 11. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required: i:n:-Automatic fire sprinklers (Design Criteria: ----1M...,.__._'F~f_,''1'2'-"-__,JL.-ar_3'--__._(~· .......,.3J..-J·11,-,;l~.:--".-:>__.,o .... o ... ;...,1_;,iJ .... )'---------- D Dry Chemical, Halon, CO2 (Location: _____________ l_~----------- 0 Stand Pipes (Type: -------------------------------0 Fire Alarm (Type/Location: ____________________________ _ Fire Extinguisher Requirements: 1)rOne 2A rated ABC extinguisher for each (.o::::) c, sq. ft. or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel~~ ,6 An extinguisher with a minimum r ·i:i_g of ~ At".. ·I\ -o.r&f" ,,, 0 -/ - D Othe : ___________________________________ _ Additional fire hydrant(s) shall be provided _______________________ _ EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign statin_g1 I' This door to remain unlocked during business_ hours" shall be placed above the main exit and doors \f"4"'H .-T,!,.,,,., .. , AH u,.10.,_,..,;,tv9 (•1D:1 0,flOlfolf-· \ , EXIT signs (6" x ¾" letters) shall be placed over all required exilts and directional signs'located as necessary to clearly indicate the location of exit doors. GENERAL 1..12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. -2._ 13. Building(s) not approved for high piled combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock pil- ing i ,,. be dr.ne, comply with Uniform Fire Code, Article 81. _::£_ 14. Additional Requirements. (IJlr,,..t d.!::f, /4 ftHl 1 5 {,.,,, S ,o 7 't(/-1 I :/ ·..:;• __ 15. Comply with regulations ,g.n ,ua9he.9'.1S}'eet. eet9>). d '/ I, r11 / Plan Examiner ~ av.:x., ··· "' ,, ,~·,-a·: Dat.,,_e -~u,--=--""--=-.c~---- Report mailed to architect ___ Met with _____________ _ _, __ Attach to Plans ·, ,l I \ • • •• ' .... ~ DOHUBE., INC, Structural Engineer Project ______________ _ Page -----Item Sheet n Des. ___ Chk __ • __ Appr._ .. _. __ Date: __ _ Job STRUCTURAL CALCULATIONS ·FOR SINGLE STORY R & D BUILDING PALOMAR AIRPORT BUSINESS PARK LOT 6 -PREPARED FOR LUSARDI CONSTRUCTION CO. 1570 WEST LINDA VISTA DRIVE SAN MARCOS, CA. 92069 ( 619) 744-3133 PREPARED BY -· · · · -··-·· ··· ·INDEX ----- :~ PAGES ..... ROOf FR.AM.ING • • • • ·• • • • • • • • • • • • • • • • • • • • • • • • • • • 1 -. 5 WALLS .• · •••.•••••• · •• ~ • • • • • • • • • • • • • • • • • • • • • • • • • .6 R -:.13 it. ·coLUMNS • ~ • .• · ••••• ·•·• ~ • • • • • • • • • • • • • • • • • • • • • • • • 14 -15,R . -.. · HORIZONTAL · •.•••••••••••••••••••••••••••••••• thR ---:;2..5 FOUNDATIONS •••••••••••••••••••••••..••••••• '2.b -2iR __ . _r·_!~-T .---~ -_-_-·,_: _ _,_; _,-4-_-_. -~-_-_-_----------------------. --' . . .,_ -----···--·-·· .... ·---·---··-·-------------------------·-'""'::'----··--·-·-------... ·-·· ........ . . . ---· . . ---. . . . . . --. ------·-· . . . ......... --··· ·----------------------·-··--· -·· ------. ====1. · ---·-· · ···· · -----· _. .. ------------· · · ·· ---· · · --· ·· · · · · Structural Engineer · · · · ·· · _____ ,. ____ .,. ___ .. ,-~----------------······ ·-········ ·----· -···--···· •. · •.•. · Pro)ect I..O"!'•do -CA~L.~e,;,.,o-·-:P:A ,t>, P. Page _·_-_l __ _ ( , . . . . _ . 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I I I I I I I I I I I REPORT OF GRADING OBSERVATION AND FIELD DENSITY TESTING Lot 6, Palomar Airport Business Park 2077 Las Palmas Drive Carlsbad, California JOB NO. 84-3184 30 May 1986 Prepared for Mr. Brian Cronn LUSARDI CONSTRUCTION COMPANY Prepared by GEOTECHNICAL EXPLORATION, INC. 8145 Ronson Road, Suite H San Diego, CA 92111 REt;EIVED JUN 031986 LUSARDI CONSTRUCTION .,, I I I I I I I I I I I I 1· I I I· I I GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • GEOPHYSICS • ENGINEERING GEOLOGY 30 May 1986 Mr. Brian Cronn LUSARDI CONSTRUCTION COMPANY 1570 Linda Vista Drive" San Marcos, CA 92069 Job No. 84~3184 Subject: Report of Gradng, Observation. and Field Density Test'ing Lot 6, Palomar Airport Business Park 2077 Las Palmas Drive Carlsbad, California Dear Mr. Cronn: In accordance with your request, Geotechnical Exploration, Inc., hereby submits the following report summarizing our work and test results, as well as our conclusions and recommendations concerning the subject project. Our firm observed the grading operation and tested the fill soils that were removed and recompacted d.Jring the preparation of the building pad area at the subject site. The grading described herein consisted of removing the' topsoi'ls, cutting to subgrade level, and placing compacted fill in the areas where needed to reach proposed elevations. The grading was observed between May 22 and 28, 1986. GENERAL SITE INFORMATION The property, consisting of approximately 1.2 acres, is located on Lot 6 at 2077 Las Palmas Drive, in the· City of Carlsbad, California. Prior to grading, the lot sloped gently to the northwest corner of. the property, with elevations ranging from approximately approximately 215 feet above mean sea leve'f (MSL) to approximately 210 feet above MSL. Survey information concerning actual elevations after grading was not available 8145 RONSON ROAD, SUITE H • SAN DIEGO, CALIFORNIA 92lll-208l • (619) 560-0428 I .I I I I I I I I I I I I I I I I I I L"'t 6, Palomar Airport Business Park 30 May 1986 Joh No. 84-3184 Page 2 at the time of this report preparation. Existing vegetation prior to grading consisted of landscape shrubbery and plants on the slope area, and weeds and grass on the pad area. The site has been prepared to receive a proposed commercial building, which will be a maximu"m of two stories in height. It is our understanding that the building·wili be constructed in conformance with the Uniform Building Code, utilizing conventional.:.type foundations, footings and conventional.:.type building materials. A Plot Plan illustrating the approximate location of al I materials which were recompacted throughout the grading operation is enclosed as Figure No. I. Work that remains to be completed at the site and which will require our observations and/or testing include any retaining wall backfill, trench backfill, and subgrade and base preparation of paved areas. FIELD OBSERVATIONS Periodic tests and observations were p_rovided by a representative of Geotechnical Exploration, Inc. to check the grading contractor's compliance with the drawings and job specifications. The presence of our fief d representative at the site was to provide to the owner a continuing source of professional advice, opinions, and recommendations based upon the field representative's observations of the contractor's work, and did not include any superintending, supervision, or direction of the actual work of the contractor or the contractor's workers. The grading operation was observed to be performed in the following general manner: 1. Prior to placing any compacted fill, the areas to be graded were cleared of surface trash, miscellaneous debris, and/or vegetation, and hauled off-site. I I I I I I I I I I I I I I I I I I I Lot 6, Palomar Airport Business Park 30 May 1986 Job No. 84-3184 Page 3 2. Once the vegetation was removed, competent cut soils were exposed and the ground surface was scarified at least 12 inches and uniformly recompacted to at least 90 percent of the laboratory Maximum Dry Density prior to placement of compacted soil. 3. 4. s. 6. 7. s .. Areas to r.eceive compacted fill were observed and evaluated by our field representative prior to placing compacted fill. Soils approved for use in the compacted fill were placed in horizontal layers not exceeding approximately 10 inches in; loose thickness. The deepest portion of observed fill corresponds :,to the northwest corner of the building, and it was approximately 3.15 feet thick. In parking areas, the depth of reworked soils was approximately 1 foot thick. Fill material was Weltered or dried at or near optimum moisture content, and mixed prior to compaction. The soil.s utilized in the grading operation were from on-site soils and consisted primarily of tan to light brown, fine to medium, silty sand. Fill materials were compacted to at least 90 percent of Maximum Dry Density. Fill material placed in the paved areas was compacted to at least 90 percent of laboratory Maximum Dry Density. Compaction was achieved by drying or wetting the soil, mixing it and rolling it with heavy construction equipment such as a 0-6 dner with a 4 x 4 sheepsfoot roller. I I I I I I I 1. I I I I I I I I I ,. I lot 6, Palomar Airport Business Park 30 May 1986 Joh No. 84-3184 Page 4 10. Compacted fill was placed within the limits and to the approximate depths and graded surfaces shown on the attached Plot Plan (Figure No. I). TESTS Fie Id density tests were performed in accordance with A.S. T .M. D-1556. Maximum density determinations were performed in accordance with A.S. T .M. D-1557, Method A. The relative compaction results, as summarized on Figure No. 11, are the ratios of the fie Id densities to the a laboratory Maximum Dry Densities, expressed as percentages. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon our analysis of all the data available from the testing of the soils compacted on this site. Our visual observation of the grading operation ( while in progress), field and laboratory testing of the typical bearing soils, and our general knowledge and experience with the natural-ground soils and recompacted fill soils on this site were utilized in conducting our services. 1. General Grading The soils utilized in the grading operation were from existing on-site soils which were removed and recompacted. The soils primarily consisted of tan to light brown, fine to medium, silty sands. Soils of this type are considered low to nonexpansive, as measured by the County of San Diego Test for Expansive Soils. 2. During the grading operation, the natural-ground soils were exposed ( where necessary) and properly prepared to receive the fill soils. The fi-11 soils were properly placed, watered, and then I I I I I I _I I I I I I I I I I I I I Lot 6, Palomar Airport Business Park 30 May 1986 Job No. 84-3184 Page 5 compacted to at least 90 percent of Maximum Dry Density, in accordance with the requirements of the City of Carlsbad. The maximum depth of fill soils placed on the site at the time of the grading operation monitored by this firm was not in excess of 3.5 feet in vertical tpickness. 3. Any surplus loose stockpiled soils remaining at the property should ~e removed and hauled off the site. 4. Grading work that needs to be completed and performed under our ob~ervations and testing include any retaining wall backfill, trench backfill, and final subgrade and base preparation in the paved areas. B. s. Foundations and Slabs On"-Grade The continuous foundations and spread footings shall extend a minimum depth of 12 inches into the firm natural ground or compacted fill for one--story structures, and 18 inches for two.:..story structu·res. The continuous foundations shall be reinforced with at least two No. 4 steel bars; one bar shall be located near the top of the foundations anq one bar 3 inches from the bottom. This rein.:.. forcement is provided to help prevent shrinkage cracking. _ Structural plans should control the actual amount of steel to be placed in foundations. ( 6. Concrete floor slabs, if used, shall be founded on at least 3 inches of sand overlying a 6--mil visqueen. The slabs shall be reinforced with at least 6 x 6 ~ 10/10 steel welded wire mesh or No. 3 steel bars placed on 18.'..,inch centers. Any steel reinforcement should be placed in the mi_ddle of the floor slab section. The cross section of the slab should be controlled by the expected design load. I I I I I I I I .I I I I I I I I I I I Lot 6, Palomar Airport Business Park 30 May 1986 Job No. 84'--3184 Page 6 7. It is recommended that all nonstructural concrete slabs (such as patios, sidewalks, etc.) and all parking areas be founded on at least 3 inches of nonexpansive soils. Proper shrinkage joints (saw cuts) should be provided and spac;ed no farther than 8 feet or the width of the slab, whichev~r is less. The saw.:..cuts should be . performed no later. than 24 hours after pouring or as soon as the concrete is .set. Saw.:..cuts shout d be deepened to at least one'"'quarter of the thickness of the slab. All concrete flatwork should be built on properly compacted subgrade soils. 8. It is recommended that continuous footings be reinforced with at least the minimum shrinkage reinforcement, extending a minimum distance of 10 feet to either side of daylight areas (see Figure No. I}. The steel reinforcement wi 11 help to reduce damage due to minor differential settlement between the compacted fill soils and the more.:..dense, natural.:..ground · soils. A maximum differential settlement less than 0.20 inches may be expected to take place between the deepest portion of the fill and the cut areas. c. 9. Foundation Design Parameters The recommended allowable bearing value of the compacted fill soils placed on the site is 2,000 pounds per square foot. The recom"" mended allowable bearing value of the natural ground is 2,000 pounds per square foot. This soif.:.bearing value may be increased one-third for design loads that include wind or seismic analysis. Additionally, these bearing values may be utilized in the design of foundations and footings of the proposed structure ·when founded a · minimum of 12 inches into the firm natural ground or compacted fill for singfe.::..story structures, 18 inches for two.::..story structures. I I I I I I I I I I I I I I I I I I I Lot 6, Palomar Airport Business Park 30 May 1986 Job No. 84-3184 Page 7 1 O. The passive earth pressure of the encountered natural-ground soi Is and well~compacted fill soils (to be used for design of building foundations and footings to resist the lateral forces} shall be based on an Equivalent Fluid Weight of 315 pounds per cubic foot. This passive earth pressure shall only be considered valid for design if .. the ground adjacent to the foundation structure is essentially level for a distance of at least three times the total depth of the faun dation. 11. A Coefficient of Friction of 0.4 times the dead load may be u~ed to calculate the total friction force between the bearing soils and the --: bottom of concrete wall foundations, or structure foundatioris, or floor slabs. If the coefficient of friction is to be used in conjunction with passive earth pressures, the coefficient shall be reduced to 0.3. D. Retaining Wall Design Parameters 12. The active earth press4re (to be utilized in design of walls etc.} shall be based on an Equivalent Fluid Weight of 38 pounds per cubic foot (for level backfitl only and nonexpansive on-site native soils}. In the event that a retaining wall is surcharged by sloping backfill, the design active earth pressure shall be based on the appropriate Equivalent Fluid Weight presented in the following table: Slope Ratio 1.5 2.0 0.25 50 45 Height of Slope/ Height of Wall* 0.50 60 48 0.75 68 50 1. 00 ( +} 70 52 *To determine design active earth pressures for ratios intermediate to those presented, interpolate between the stated values. I I I I I I I I I I I I I I I I I I I 1..,ot 6, Palomar Airport Business Park 30 May 1986 Job No. 84-3184 Page 8 In the event that a retaining wall is to be designed for a restrained condition, a uniform pressure equal to 9xH (nine times the total height of retained soil, considered in pounds per square foot) shall be considered as acting everywhere on the back of the wall in addition to the design Equivalent Fluid Weight . .. The design pressures presented above are based on utilization of an uncontrolled mixture of nonexpansive soils native to the site in backfill operations. In the event that imported, clean granular fill soils or approved on-site clean sands are utilized as backfill material, this firm should be contacted for possible reduct;ion of -' design pressures due to level backfill, sloping backfill, or restrained wa II conditions. E. Cut and Fill Slopes 13. Natural-ground cut slopes of maximum inclinations of 1. 5 horizontal to 1.0 vertical, and compacted fill slopes of maximum inclinations of 2.0 horizont.al to 1.0 vertical, shall be stable and free from deep-seated failures for materials native to the site and utilized in compacted fi Us. 14. Although the compacted fill soils have been verified to a relative compaction of 90 percent of Maximum Dry Density or better, the compacted fill soils that occur within 5 feet of the face of the fill slope may possess poor lateral stability. If not properly founded, the proposed structure and associated improvements (such as walls, fences, patios, sidewalks, driveways, asphalt paving, etc.) that are located within 5 feet of the face of compacted fill slopes could suffer differential movement as a result of the poor lateral stability of these soils. I I I I I I I I I I I I I I I. I I I I Lot 6, Palomar Airport Business Park 30 May 1986 Job No. 84-3184 Page 9 The foundations, footings, or curbs of the proposed structure, fence posts, wal-ls, etc., when founded 5 feet and farther away from the top of compacted fi II slopes, may be of standard design in confor- mance with the recommended soil value. If proposed foundations and footings are located closer than 5 feet inside the top -of ,. compacted fill slopes, they shall be deepened to at least 1 foot below a line begi'nning at a point 5 feet horizontally inside the fi II slopes and projected, outward and c:bwnward, parallel to the face of the fill slopes (see Figure No. 111). 15. It is recommended that c1II compacted fill slopes and natural cut slopes be planted with an erosion-resistant plant, in conformance with the requirements of the City of Carlsbad. F. .Drainage 16. Adequate measures shall be taken to properly finish-grade the site after the structures and other improvements are in place. Drainage waters from this site and adjacent properties are to be directed away from foundations, Hoor slabs, footings, and slopes, onto the natural drainage direction for this area or into properly d:signed and approved drainage facilities. Proper subsurface and surface drainage will help minimize the potential for waters to seek the level of the bearing soils under the foundations, fooHngs and floor slabs. Failure to observe this recommendation could result in uplift or undermining and differential settlement of the structure or other improvements on the site. 17. Proper sub drains shall be installed behind all retaining and restrained retaining walls, in addition to proper waterproofing of the back of the walls. The drainage of said subdrains shall be directed to the designed drainage for the project or the natural drainage for the area. I I I I I I I I I I I I I I I I I I I Lot 6, Palomar Airport Business Park 30 May 1986 Job No. 84-3184 Page 10 l8. It should be noted that changes of surface and subsurface hydro- logic conditions, plus irrigation of landscaping or significant increases in rainfall over the "accepted average-annual" rainfall for San Diego County for the past ten years, may result in the appearance of minor amounts of surface or near-surface water at .. locations where none existed previously. The damage from such · water is expected to be minor and cosmetic in nature, if corrected immediately. Corrective action should be taken on a site·-specific basis if, and when, it becomes necessary. 19. Planter areas and planter boxes shall be sloped to drain awayJrom the foundations, footings, and floor slabs. Planter boxes sha,11 be constructed with a subsurface drain, installed in gravel, with the direction of subsurface and surface flow away from the foundations, footings, and floor slabs, to an adequate drainage facility. 20. Any backfill soils placed adjacent to or close to foundations, in utility trenches, or behind retaining walls which support structures and other improvements (such as patios, sidewalks, driveways, pavements, ett.), other than landscaping, shall be compacted to at least 90 percent of Maximum Dry Density. It is recommended that Geotechnical Exploration, Inc. observe and test the backfill during placement. Any concrete slab or concrete improvement shout d be placed on undisturbed natural soil or properly compacted fill. Geotechnical Exploration, Inc. will accept no liability for damage to structures that occurs as a result of improperly backfilled trenches or walls, or flat work placed on improperly compacted fills or loose soils. I I- I I I I I -1 I I- I I I I I I I I I L t ~, Palomar Airport Business Park 30 May 1986 - G. Miscellaneous Recommendations Job No • 8 4"--3 18-4 Page 11 21. Following placement of concrete floor slabs, sufficient drying time must be allowed_ prior to placement of floor coverings. Premature placement of floor coverings may result in degradation of adhesive materials and loosening of the finish floor materials. 22. Any appµrtenance .and/or subsurface structure that is founded in any potentially expansive clay soils shall be properly designed by a Structural Engineer and/or Soils Engineer. 23. The remaining soil work to be completed at the site, such as ·any trench or retaining w~H backfill, and final su-bgrade and !:>ase preparation, should be performed under our observations and testing. 24. It is also recommended that all footing excavations be observed prior to placing concrete by a representative of this firm, to verify that footings are founded on satisfactory soils for which the recommendation_s expressed on the soil investigation report remain applicable, and that excavations are free of loose and disturbed materials. SUMMARY Based on our field testing and grading observation, it is our opinion that the grading operation described herein, in general, was performed in conformance with the City of Carlsbad Grading Ordinance, and the com.:.. pacted fill soils and natural.:..groun-d soils will safely support the proposed structure and other improvements if our recommendations are followed. All work done during the grading operation appears to have been per"" formed in accordance with the soil investigation report for this site issued by our firm and dated April 6, 1984 (Job No. 84'--3184). I I ~ ® I 0 Cf) II • ... .. Ill .., C C, • • • / / ---------.. • .. • .. • .. . .. . •• •• •• ! •• •• ,, .. . •• -.. .. ,, . .111· ·-.... .. . : 111 ..... ·1 a : .. 3AJata sw•i.w.s sv, ----r------7 ... .... 0 .... ~ ~ •• • ~ • • ... •• .... • / • / • / ./· / / ... • • I ... ?1111 1111 ili1i ,,Hf I J'I cG!I = I ' I -I .., ,! ., II, i I • E .,, .,, .. ! I = .... ~ '· • ( • • • I • ., .. I .. • .. • • • I • I • .,, • .. i • • • D I HH I L I. -I I I I ·1 I I :I I I I I I I I I I I Test 1 2 3 4 s 6 7 8 9 10 11 TYPE I Com.paction Test Results Depth Moisture Field Soil Relative Date Locati_on Fill % Density Type Compaction 5/22/86 east slope -l' 10.0 106.1 pcf I 91% 5/23/86 SE bldg pad s.c. 11. 0 109.2 pcf I 93% 5/2~/86 NW bldg.pad +1.5' ., 13.5 116.5 pcf I 99% 5/27/86 SW bldg pad S.G. 13.S 110.6 pcf I 95% 5/27/86 NW bldg pad S.G, 12.5 104.3 pcf I 89% 5/27/86 center blc:Js pad S.G. 12.0 106. 7 pcf I 91% 5/28/86 retest #S S.G. 12.0 106.6 pcf I _91% 5/28/86 -NE bldg pad S.G. 12.2 107. 1 pcf I '92% • 5/28/86 south parking s.c. 10.5 106.1 pcf I 91% 5/28/86 north parking $.G. 12.0 113. 8 pcf I 97% 5/28/86 driveway S.,G. 12.0 107 .3 pcf I 92% sorL CLASSIFICATION DESCRIPTION OPTIMUM MOISTURE MAXIMUM DRY DENSIT' - Tan to light brown, fine to medium silty sand. 11.5% 117 pcf Job IV 9 8<1-3$4 f;;c5 ;7J !. .ff II ,I I I I I I I 1· I I I I I I I I. I I I I PROPOSED STRUCTURE CONCRETE FLOOR SLAB .. ----TOTAL DEPTH OF FOOTING MEASURED -• -~ FROM FINISH SOIL REIN,.ORCE~EN-:;: ~-F •"". -. FOUNDATIONS AND FLOOR,- SLABS FOLLOWING THE • •• RECOIHIENOATION-S OF TH-E - A,RCHITECT OR STRUCTURAL ENGll4EEJI -·. -·-·-·-.-. --CONCRETE FOUN,DATION • _:~ SUB-GRADE i-----1_,,,,, .... ·_-_-_ :~:i~P~CT: 'FIL:L . ~~ ' O~TER 11.osi-F~CE. F~O~ING,.__. -.:-..&,. -.-..&.-.-. -·-~--;-s• ·_-_-__ • __ ......._ 12" MINIMUM OR AS DEEP AS :Ew 0 A. a: 0· u. .J w· (J u, ~·~ I-0. u, 0 QI- REQUIRED FOR LATERA"L TYPICAL SECTION (SHOWING PROPOSED FOUND.ATION LOCATED WITHIN -FEE1 OF T'OP OF' SLOPE) 0 1. 2· 3• 4' 5' 12" FOOTING / 5' SETBACK TOTAL DEPTH OF FOOTING ' 1.5: ,.o SLOP'E # 2.0: ,.o SLOttE 52" 42" 45" 36" 36" 30" 28" 24" 20" 18" 1 2'" 12" + when apptlcable STABILITY FIGURE NUMBER /lf tL JOB NUMBER 81-3184- Q~®,lo I I I I I I I 1. I I I I I I I I I PR·OPOSED ITIIUCTUIIE CONCRETE FLOOII ILAa TOP OF COMPACTED FILL SLOPE (LOOSE OVERBURDEN SOIL IS IGNORED) 5• __ ....__....,/ _._q-._--+-.-~.-----------f COMPACTED FILL SLOPE WITH --,"""'"-';=;~:-._Ml"l-~--::.:_.....,...,__~I.. IIAXI MUM INCLINATION AS \ PER SOILS REPORT REINFORCEMENT ~;--~ ~ ..:. _. •• I: FOUNDATIONS AND FL-OOR -"I S.LA.81 .FOLLOWI.N.G THE '·. · ,. RECOIIIIENOATIONS OF THE...:.. • ARCHITECT OR STRUCTURAL ENGINEER --· -. -·-, ·-. -. -~ ·-. -· ·--. -. -·-· OUTER MOST FACE FOOTING ..,.. __,__ TOTAL DEPTH OF FOOTING IIEASURED -. -~FROM FINISH SOIL SUB-GRADE ---.-. --. COMPACTED FILL . ~--~~--;-s··----· __ .._ 18" MINIMUM OR AS DEEP AS TYPICAL SECTION REQUIRED FOR LATERAL STABILITY :& 0W a: a. I&. 0 -' ILi u, u I&. z c( 0 ... a. ~0 0 ... (SHOWING PROPOSED FOUNDATION LOCATED WITHIN FEET OF TOP OF' SLOPE) '.O 1• 2-· 3• 4" 18" FOOTING / 5' SETBACK TOTAL DEPTH OF FOOTING ' 1.5: 1.0 SLOPE # 2.0: 1.0 SLOPE 58" 48" 51" 42" 42" 36" 34" 30" 26" 24" ·• when eppllcabl• FIGURE NUIIBER .,t.1,t--b JOB NUIIBER 84-3/84 I I I I' . ' I I I I I I I I I I I I I I I ·L-t 6, Palomar Airport Business Park 30 May 1986 Job No. 84,..3184 Page 12 The grading described herein was observed and/or tested between May 22 and 28, 1986~ All statements in the report are applicable only for the grading operation observe.d by our firm, and are representative of the site at the time our report was prepared ... The firm of Geotechnical Exploration, Inc. shall not be held -responsible for fill soils placed at any future time, or . ' . ' subsequent changes to the sHe by ·others, which directly or indirectly cause poor surface or subsurface drainage and/or water erosion altering the strength of the compacted fill soils. In the even~ that any changes in the nature, design, or location of'the ' building are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions oft.his report modified or verified in writing. Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices •. This warranty i.s in lieu of all other warranties, either expressed or implied. Thank you for this opportunity to be of service. Should any questions arise concerning this report, please do not hesitate to contact us. Reference to our Job No. 84"-3184 will expedite a reply to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. ~? JaimeA. ~-34422 JAC/pj cc: Addressee (4) I I I I I I I I I I I I I I I I I I~ I >· . .~,----·/. REPORT OF SOIL IIVESTIGATION Proposed Commercial Site, Lot 6, Palomar Airport Business Park Las Palmas Drive, 350' East of Camino Vida Roble Carlsbad, California JOB N:>. 84-3184 06 April 1984 . prepi;\red for Lusardi Construction Company prepared by GEOTECHNI CAL EX Pl.ORATION; ·It«:. 8145 Ronson Road; Suite H San Diego~ CA 92111 I I I I I I I I I I -I 1· I I I I I I I . 06 April 1984 GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • GEOPHYSICS • ENGINEERING GEOLOGY LUSARDI CONSTRUCTION COMPANY 1570 Lindavlsta Drive JOB NO. 84-3184 San Marcos, CA 92069 Subject: ·0ear Sirs: Report of Soll lnwstlptlon Proposed Commercial Site, Lot 6, Palomar Airport Business Park Las Palmas Drive, 350' East of Camino Vida Roble Carlsbad, California In accordance with your request, Ceotechnlcal Exploration, Inc. has performed an Investigation of the surface and subsurface soil conditions at the location of the subject proposed commercial site. The field work was performed on April 4, 1984, by our Field Engineer. It is our understanding that the site is being developed to receive a commercial building. The structure is to be a maximum of two stories in height and will be constructed utilizing conventional, continuous foundations or spread footings with concrete slab on-grade. Our Investigation revealed the site to consists primarily of a cut building pad into natural ground. The soils encountered on the site are nonexpansive. In our opinion, if the conclusions and recommendations presented in this report are implemented during site preparation, the site will be suited for the proposed develop- ment. This opportunity to be of service is sincerely appreciated. Should you have any ques- tions concerning the following report, please do not hesitate to contact us. Refer- ence to our Job No. 84-3184 will expedite response to your inquiries. Respectfully submitted, CEOTEC...,ICAL EXPLORATION, INC. RJS/laj 8145 RONSON ROAD, SUITE H • SAN DIEGO, CALIFORNIA 92111-2081 • (619) 560-0428 I .,_ _. TABLE OF CONTENTS I PAGE I , . SCOPE OF WORK II• SITE DESCRIPTION I Ill. FIELD INVESTIGATION · IV. DESCRIPTION OF SOILS I v. GROUND WATER I VI. LABORATORY TESTS VII. CONCLUSIONS AND RECOMMENDATIONS I A. Preparation of Soils for Site Development B. Design ·Parameters for Foundations and Retaining Walls I c. Slope Design D. Site Drainage Considerations E. General Recommendations -I VIII. GRADING NOTES IX. LIMITATIONS I FIGURES I I• Site Plan 11. Boring/Trench Logs Ill. Laboratory Test Results I Effective Cohesion Effective Friction Angle I Maximum Dry Density Optimum Moisture Grain Size Distribution I IV. Consolidation Curves v. Foundation Requirements Near Slopes VI. Subdrain Cross-Se·ction I APPENDICES I A. Unified Soil Classification System B. Grading Notes I I I I .,,_ ~· l I I I I I I I I- I I I I I I I I I I REPORT OF SOIL INVESTIGATION Proposed Commercial Site, Lot 6 Las Palmas Drive, ±350' East of Camino Vida Roble Carlsbad, California JOB NO. 84-3184 The following report presents the findings and recommendations of Geotechnfcal Exploration~ Inc. for the subject project. I. SCOPE OF WORK It is our understanding, based on communications with representatives of Lusardi Construction Company and Building Plans prepared by Dohube Inc., that the site is intended for the construction of a commercial structure to be a maximum. of two stories in height. . The bui.lding will be constructed with restrained retaining walls at or near the existing grade. Concrete floor slabs are to possess control joints on 20 foot centers. A previous cut and export grading operation was performed on the subject lot during the development of the Palomar Airport Business Park subdivision. With the above in mind, the Scope of Work is briefly outlined as follows: 1. Identify and classify the surface and subsurface soils to depths, in conformance with the Unified Soil Classification System (refer to Appendix A). 2. Determine the allowable bearing pressures for the natural ground soils based on their shear-stren~h and compression characteristics and our experience with the soils. 3. Predict the settlement of the natural-ground soils, as well as any recompacted fill soils (recompacted to at least 90 percent of Maximum Dry Density), under the proposed structural loads. 4. Recommend active and passive earth pressures to be utilized in design of any proposed· retaining walls and foundation structures. S. Review of existing engineering reports and maps pertinent to the subject site. I I I I I I I I I I I I I I I I I I I ) Proposed Commercial Site 06 April 1984 Job No. 84-3184 Page 2 The scope of our work was to determine site-specific conclusions and recommenda- tions for Lot 6 of the Palomar Airport Business Park. The preliminary geotechnical Investigation for the business park was performed by Lowney-l<aldveer Associates. The results of their investigation are summarized in a report titled: 'Geotechnical Investigation', c.c. & F. Palomar Airport Business Park -Phase I, Carlsbad, California, and identified as their Job No. S114-1S602, dated February 26, 1984. Observations during the actual grading operation of the business park and the testing of compacted fill soils was performed by Robert Prater Associates. II. SITE - The property Is legally described as: Lot 6 of Carlsbad Tract #80-33, Palomar Airport Business Parle, City of Carlsbad, County of San Diego, State of California. The site, consisting of approximately 1.2 acres, is located on Las Palmas Drive, approximately 350 feet east of Camino Vida Roble, In the City of Carlsbad, California. Additionally, the property is bordered on the west by undeveloped property and on the south by an SDG&E easement. There were no existing structures on the site at the time of our investigation. The only improvement on the lot is a concrete drainage collector located at the extreme northwest corner of the property. Vegetation on the site consists primarily of landscape shrubbery and plants on the slopes and scattered grasses and weeds on the pad area. A relatively level cut pad into natural ground has been placed on the site.. Prior to gradin& the site sloped moderately to steeply down to the north/northwest. Drainage waters exit at the extreme west corner of the property through earthern drainage swales Into a concrete collector. However, future construction may result in the removal of existing earthen swales. I I I I I I I I I I I I I I I I I I I 'L Proposed Commercial Site 06 April 1984 Job No. 84-3184 Page 3 The property boundaries on the site are defined by_ a 20-foot-high (maximum) north- facing cut slope at the south property line; a 9-foot-high (maximum) west-facing cut and fill slope along the east property line; a 4-foot-high (maximum) west-facing cut slope along the west property line; and a 9-foot-high (maximum) north-facing cut ~lope along the north property line. The above described slopes possess an approximately 2.0 horizontal to i .o vertical slope ratio. Elevations on the site range from approximately 202 feet above mean sea level (MSL) to 245 feet•-MSL. ,. 111. FIB.D INVESTICATION Five test. trenches were placed on the site to determine the condition of the subsurface soils in the proposed development area. The excavations were located in the field by referring to an undated Site Plan, prepared by Dohube Inc. The excavations were visually f nspected by our Field Engineer, and samples were taken of the predominant soils throughout the field operation. Test trench logs have been prepared on the basis of our inspection and the results have been summarized on Figure No. II. The predominant soils have been classified in conformance with the Unified Soil Classlffcatfon System (refer to Appendix A). IV. DESCRIPTION OF SOILS The site was found to consist of a cut pad into formational materials. These materials consist primarfly of dense, light gray to tan, silty, fine sands and are considered nonexpansive. The formational silty sands additionally comprise the cut slopes on the site. V. GROUND WATER It is anticipated that ground water may be an intermittent problem with the retaining wall portions of the proposed structure. The primary recommendations to minimize the affect of these problems will Include sealing of subsurface walls and the installa- tion of a subdraln system. These recommendations are discussed in more detail under Recommendation Nos. 16 and 17. \ I I I I I I I I I I I I I I I I I I I ,, Proposed Commercial Site 06 April 1984 Job No. 84-3184 Page4 Additionally, It should be kept In mind that any required grading operations may change surface drainage patterns and/or reduce permeabilities due to the densification of compacted soils. Such changes of surface and subsurface hydrologic conditions, plus irrigation of landscaping or significant increases in rainfall, may result in the appearance of minor amounts of surface or near-surface water at locations where none existed previously. The damage from such water is expected to be minor and cosmetic in nature, if good positive drainage is implemented at the completion of construction. Corrective action should be taken on a site-specific basis if, and when, it becomes necessary. VI. LABORATORY TESTS AND SOIL INFORMATION Laboratory tests were performed on the disturbed and undisturbed soil samples in order to determine their physical and mechanical properties and their ability to sup- port the proposed structure. The following tests were conducted on the sampled soils: 1. Moisture Content (A.S.T.M. D 2216-71) 2. Density Determinations 3. Mechanical Analysis (A.S. T .M. D 422) 4. Consolidation Test The relationship between the .moisture and density of undisturbed soil samples gives qualitative Information regarding the soil strength characteristics and soil conditions to be anticipated during any future grading operation. The mechanical analysis was used to aid In the classification of the soils according to the Unified Soll Classification System. The expansion potential of clayey soils was determined utilizing the County of San Diego Test Method for Expansive Soils. Expansive soils _are classified as follows: I ~ ' .. ·I I ' I I ·1 ·I ;I .. ··:I : -I :I I ~I :I .1 - ·I -I I I Proposed Commercial Site 06 April 1984 Job No. 84-3184 Page 5 0 to 3 percent 3 to 6 percent 6 to 12 percent Above 12 percent Low or Considered 'Non-expansive' Medium High Very High According to the County of San Diego Test for Expansive Soils, recorded swells of less than three percent result in classification as non-expansive soils. Consolidation tests were performed on undisturbed natural-ground soils. The soils were contained in a one-inch-high brass ring and loaded into a consolidometer. The specimens were subjected to increased loads and the resulting consolidations noted. The consolidation tests aid in determining anticipated settlements of the natural-ground and any compacted fill soils under the proposed building loads • Based on the above laboratory test data, a thorough visual inspection of the primary soil types on the project, and our previous experience with laboratory testing of soils of the same type, our geotechnical engineer has assigned conservative values for friction angle and cohesion to those soils which will have significant lateral support or bearing functions on the project. These values are presented in Figure No. Ill and have been utilized in determining safe bearing values as well as active and passive earth pressure design criteria for wall and footing designs._ VII. CONCLUSIONS AND RECOMMENDATIONS The following conclusions _ and recommendations are based upon the practical field investigations conducted by our firm, and resulting laboratory tests, in conjunction with our knowledge and experience with the soils in the Carlsbad area of the County of San Diego. A. 1. Preparation of Soils for Site Development The site consist~ primarily of a cut in natural ground materials. These soils consist primarily of dense, tan to light gray, silty sands and are nonexpansive. I 1· I I I I I I I I I I I I I I I I I Proposed Commercial Site 06 April 1984 Job No. 84-3184 Page 6 2. The existing vegetation observed on the site must be removed prior to the preparation of building pads and/or areas to receive structural impro_vements. Existing surface soils shat.I be scarified (in place) to a depth of 12 inches, watered to optimum requirements, and shall then be compacted to at least 90 percent of Maximum Dry Density. ,-,< 3. No uncontrolled fill soils shall remain on the site after completion of any future site work (ex.cept landscape soils). In the event that temporary ramps or pads are constructed of uncontrolled fill soils during a future grading operation, the location and extend of the loose fill soils shall be noted by _the on-site representative of a qualified soil engineering firm. Th~ loose fill soils shall be removed and/or recompacted. prior to completion of any future grading. 4. Any backfill soils placed in utility trenches or behind retaining walls which support structure and other improvements {such as patios, sidewalks, drive- ways, pavements, et cetera), other than landscapfn& shall be compacted to at least 90 percent of Maximum Dry Density. s. City agencies often require that a qualified soils engineering firm verify the actual soil conditions revealed during site grading work and footing excavation to be as anticipated in the •Report of Soil Investigation• for a project. In addition, the compaction of fill soils placed during site grading work must be tested by a representative of a qualified soils engineering firm. In order to minimize any work delays at the subject site during site develop- . ' ment, this firm should be contacted 24 hours prior to any need for inspection of footing excavations or field density testing of compacted fill soils. If possible, placement of formwork and steel reinforcement in footing excavations. should not occur prior to inspection of the excavations; in the event that our Inspection reveals the need for deepening or re-designing foundation structures, In any lcoations, any formwork or steel reinforcement in the effected footing excavation areas would have to be removed prior to correction of the observed problem (i.e., deeping the footing excavation, recompactlng soil in the bottom of the excavation, et cetera). I I I I I I I I ~1 ~1 .1 ~I ~I , -:1 -I I I I I Proposed Commercial Site 06 April 1984 Job No. 84-3184 Page7 6. B. 7. a. 9. All contemporary pavement section design methods assume compaction of the upper one-half foot of foundation soil (natural ground or compacted fill) and all base materials to at least 95 percent of Maximum Dry Density. We therefore recommend that the upper one-half foot of foundation soils and all base materials beneath street, driveway, and parking area pavements to be compacted to a minimum of 95 percent of Maximum Dry Density. This recommendation also applies to the upper sons in backfilled trenches or behind retaining walls which support pavement sections. It is recommended that asphalt paved parking areas and driveways consist of a section of at least 2 .5 inches of asphalt overlying four inches of Class 11 base materials. Deslp Paraneters for Foundation and Retaining Walls The maximum safe load-bearing value is at least 2JXX) pounds per square foot. This load-bearing value may be utilized -in the design of continuous foundations and spread footings a minimum of 12 Inches wide and founded a minimum of 12 inches into the firm natural ground or compacted fill, measured from the lowest adjacent grade at the time of foundation construction. It _is recommended that two-story structures be founded on 18-inch-deep footings. This soil-bearing value may be increased one-third for design loads that include wind or seismic analysis. If imported soils are required to bring the site _to grade, the import soils shall be nonexpansive and shall be obtained from an approved off-site borrow area. Based on our laboratory test resL1lts and our experience with the soil types on the subject site,. the soils will experience settlement in the magnitude of less than 0.5 inch under a structural load of 2/XXJ pounds per square foot. The actlw earth pressure shall be based on an Equivalent Flufd Weight of 40 pounds per cubic foot (for level backfill only). for walls up to 10 feet high. I I I I I I· I I I I I I I I I I I I I Proposed Commercial Site 06 April 1984 Job No. 84-3184 Page8 10. 11. In the event that a retaining wall Is surcharged by sloping backfill, the design active earth pressure shall be based on the appropriate Equivalent Fluid Weight presented in the following table: Height of Slope/Height of Wall* Slope Ratio .i/o.2s:$ ,!>1 0.50 ---Q.75 1.00 (+) ~ 2.0:1.0 46 52 55 55 *To determine design active earth pressures for ratios intermediate to those presented, interpolate between the stated values. For retaining walls to be designed for a restrained condition, a uniform pressure equal to 1•H (seven times the total height of retained soil, considered in pounds per square foot) shall be considered as acting everywhere on the back of the walMn addition to the actlw pressures noted abow. The design pressures presented above are based on utilization of soils native to the site in backfill operations •. In the event that imported, clean granular fill . . soils are utlllzed as backfill material, this firm should be contacted for possible reduction of design pressures due to level backfill, sloping backfill, or restrained wall conditions.· The passlw earth pressure of the encountered natural-ground soils (to be used for design of building foundations and footings to resist the· iateral forces) shall be based on an EquiYalent Fluid l'ef1ht of 315 pounds per cubic foot. This passive earth pressure shall only be considered valid for design if the ground adjacent to the-foundation structure is essentially level for a distance of at least three times the total depth of _the foundation. A Coefficient of Friction of 0.4 times the dead load may be used between the bearing soils and concrete wall foundations or structure foundations and floor slabs. If the coefficient of friction Is to be used in conjunction with passive earth pressures, the coefficient shall be reduced to 0.3. ,I I I I I -1 I I I I I I I I I I I I I Proposed Commercial Site 06 April 1984 Job No. 84-3184 Page9 12. The soils that occur within five feet of the face of any slope will possess poor lateral stability, even though they are firm. Proposed structures and other improvements (such as walls, fences, patios, sidewalks, swimming pools, drive- ways, asphalt paving, et cetera), that are located within five feet of the face of slopes, could suffer differential movement as a result of the poor lateral stability of these soils. Foundations and footings of proposed structures, walls, et cetera, when found- ed five feet and further away from the top of slopes, may be of standard design in conformance with the recommended load-bearing value. If the proposed foundations and footings are located doser than five feet inside the top of slopes, they shall be deepened to one foot below a line beginning at a point five feet horizontally inside the slope and projected, outward and downward, parallel to the face of the slope (see Figure No. V). c. Slope Design. 13. Trenches, excavations, and temporary slopes at the subject site shall be constructed in accordance with subparagraph (1) paragraph (f), of section 1541 of Title 8, Construction Safety Orders, issued by OSHA. 14. It is recommended that all unvegetated natural cut slopes existing on the site be planted with an erosion-resistant plant, in conformace with the requirements of the City of Carlsbad. D. Site. Dralnae Considerations 15. Adequate measures shall be taken to properly finish-grade the site after the structures and other Improvements are in place. Drainage waters from this site and adjace·nt properties are to be directed away from foundations, floor slabs, footings, and s'lopes, onto the natural drainage direction for this area or into properly designed and approved drainage facilities. Proper subsurface and I I I I I I I I I I I I I- I I I I I I I Proposed Commercial Site 06 April 1984 Job No. 84-3184 Page 10 surface drainage will encusre that no waters will seek the fever of the bearing soils under the foundations, footings and floor slabs. Failure to observe this recommendation could result in uplift or undermining and differential settlement of the structure or other Improvements on the site. In addition, appropriate erosion-control measures shall be taken at all times during construction to prevent surface runoff waters from entering footing excavations, ponding on finished building pad or pavement areas, or running uncontrolled over the tops of newly-constructed cut or fill slopes. Particular care should be taken to prevent saturation of any temporary construction slopes. 16. Due to the presence of ground water {derived primarily from rainfall, and irrigation), excess moisture is a common problem in structure retaining walls such as those which are planned for the· subject site. These problems are generally in the form of water seepage through walls, mineral staini~g, mildew growth, and high humidity. It is therefore recommended the backfill side of all structure retaining walls be waterproofed. 17. . In order to reduce the potential for hydrostatic pressure build-up behind retaining walls, the following recommendation shall be implemented: 17.1 A properly designed subdrain system shall be placed behind retaining walls. · The subdrain system shall consist of a four-inch-diameter perforated or slotted pipe surrounded with 3/4-lnch gravel and wrapped with a ftltercloth material. The drain pipe shall be situated approximately one foot below Interior floor grades. A crosssectional view of the proposed subdrain system is provided as Figure No. VI. The collected ground water shall be carried to an approved drainage facility. 18. Planter areas and planter boxes shall be sloped to drain away from the founda- tions, footings, and floor slabs. Planter boxes shall be constructed with a sub- surface drain, installed in gravel, with the direction of subsurface and surface I ~ I I I I I I I ,,' ii ::I ' ~1 :1 :1 - :I I ~I .I ·1 I Proposed Commercial Site 06 April 1984 Joh No. 84-3184 Page 11 flow away from the foundations, footings, and floor slabs, to an adequate drain- age facility. Geotechnlcal Exploration, Inc. will assume no liability for damage to structures which is attributable to poor drainage. E. General Recommendations 19. Following placement of concrete floor slabs, sufficient drying time must be allowed prior to placement of floor coverings. Premature placement of floor coverings may result in degradation of adhesive materials and loosening of the finish floor materials. In addtion, use of overly wet concrete may result In slabs requiring an exceptionally long time to dry. 20. It is our understanding that concrete floor slabs shall have saw-cut control joints placed on 20 foot centers. The saw-cuts are to be approximately 5/8-lnch In depth. It is our opinion that this grid pattern of control joints will significantly reduce the potential for random cosmetic cracking of floor slabs. However, the floor slab section must be designed by a structural engineer to withstand anticipated loads. VIII. CRADINC NOTES Any required grading operations shall be performed in accordance with the general reqµirements of the City of Carlsbad, under the observationsof a qualified soils engi- neer or supervised field soils technician. It is the responsibility of the Owner and/or Developer to ensure that the recommenda- tions summarized in this report are carried out in the field operations. This firm does not practice or consult in the field of safety engineering. We do not direct the Contractor's operations, and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the Contractor. The Contractor should notify the Owner if he considers any of the recommended actions presented herein to be · unsafe. I I I I I I I I I I I I I I I I I I I Proposed Commercial Site 06 April 1984 IX. SUMMARY AND LIMITATIONS Job No. 84-3184 Page 12 In order to issue foundatio·n, retaining walls, and floor slab recommendations, our investigation was performed to determine the character of the formational materials to indicated foundation depths. However, it is not within the scope of this report to determine the deeply underlying and surrounding geology of the subject property. All statements in this report are applicable for the graded pad investigated by our firm and are representative of the site at the time our report was prepared. The firm of Ceotechnical Exploration, Inc. shall not be held responsible for fill soils placed at any future time, or subsequent changes to the site by others, which directly or indirectly cause poor surface or subsurface drainage and/or water erosion altering the strength of the compacted fill soils. The work performed and recommendations presented herein are the res ult of an Investigation and analysis which meets the contemporary standard of care in our profession. No other warranty is expressed or implied. This report should be considered valid for a period of three (3) years, and is subject to review by our firm following that time. If significant modifications are made to the building and/or grading plans, especially with respect to the height and location of any cut and fill slopes and the height and location of any proposed structures, this report must be presented to µs for immediate review and_possible revision. The firm of Ceotechnical Exploration, Inc. shall not be held responsible for changes to the physical condition of the property, such as addition of fill soils or changing drainage patterns, which occur subsequent to issuance of this report. I j I I I I I I I I J I I .. Proposed Commercial Site 06. April 1984 Job No. 84-3184 Page 13 Once again, should any questions arise concerning this report, please feel free to contact our office. Reference to our Job No. 84-3184 will ensure a prompt reply to your Inquiries. Respectfully s ubmltted, GEOTECtflflCAL EXPLORATION, INC. J BR/CWl/laj ------------------- ~ ---------~--LAS PALMAS DR. PLOT PLAN .L·EGEND t ---------· PROPERTY BOUNDARY lT-4 ... T·-a ~ I I I I D :YI· 2/2~ - T-3· t-f -------------- NOTE: This Plot Plan is not to be &.-cl for legal purposes. Locations and dimensions are approxi- mate. Actual property dmensions and locations of utilHies may be oblalned from the Approved Building Plans or the "As-Built" Grading Plans.,., REFE11£NCE: THIS PLOT PLAN WAS DRAWN FROII AN UNREFERENCED, UNDATED GRADING PLAN PROVIDED .BY LUSARDI CONSTRUCTION CO PROPOSED.STRUCTURE CUT SLOPE GRADED CONTOUR TEST TRENCH VICINITY M~P NO SCALE j fo_o Jo lf!Jl-ffil.;;JJ:t SITEtl ~ Patmos Dr. FIGURE NUMBER I JOB NUIIBEW"84-3184 ,,. -_I .. I I .I I I ·1 I ·1 ·I ' -:I :I I I I I I I I . ·---~· _____ ,, ........ ~ -... ~~·-· ·--··-··· .. DIM.ENSION _____ -----. --· ·-· DATE LOGGED .EQUIPMENT Bac_khoe 2411 Diameter 4/4/84 SURFACE ELEVATION GROUNDWATER DEPTH Not Encountered LOCGED BY JBR ' ±21 ·1: i-: ... _, w f ~ .... a. ~ :t w ~ Q . · I·.·· . 1-I- ' ..! - DESCRIPTION AND CLASSIFICATION W W ~ ~ + I wai: w>-~a: :::>>-w _. u :::> u ,_ :::>:::, >>-o --------..... ---...-------~-<,_-..a<--~i--...o ~ !::-_,_ z DESCRIPTION _, !!?er-~ ~ ~ -!!?"" x en ~ <en ~ cn ANO REMARKS COLOR CONSISTENCY TYPE ~ 9 z w :i: 0 < as u::m ~ 6 -< -0 0~ ~ 0 ai:O w U Damp, fractured s i 1 ty fine sand Tan to Light Brown Dense SM 10 106 -~ ' -becomes mas~ive 12 116 +1.5 2.: -'. 3- - 4~ . -. 5 ' -. - ' - ' - ' -. . ·-' -. ' - ' -' .. --. -. -. ~ -~ 0 I -FORMAT I ON- ' WATER TABLE LOOSE BAG SAMPLE I N·PLACE SAMPLE DRIVE SAMPLE TEST TRENCl-l-1 Palomar Airport Business Park, Lot #6 Carlsbad, California JOB NO. 84-3184 FIGURE NO. II a DATE LOG NO. 1 1 I I I I I I I I_ I I I I- I I I .I I I I equtPMENT DIMENSION Backhoe 2411 Diameter SURFACE ELEVATION GROUNDWATER DEPTH ±213 Not Encountered DESCRIPTION AND CLASSIFICATION ~ "" 1M IX "" ,. "" ... f i "" ~ ::J ~=-;r ... lii~ ~ DESCRIPTION ~ en !t ! COLOR ~-,z ""' ANO REMARKS CONSISTENCY TYPE ~i z"" Q en -0 . ' · I·.·· . Damp, fractured Tan to Dense ,. ' silty .fine sand Light SM 1- • Brown -..... -becomes massive ,. 9 105 .. . --2--' 3-~ ·I -FORMAT I ON- -4' ... ' . -. '. 5-.• .. •. . -. -. ' . ; . . . . -' ·-' -. ' -' -' --. -· . -' -' TEST TRENCH-2 ~ WATER TABLE Pa.lomar Airport Business -~ LOOSE BAG SAMPLE Carlsbad_, California 0 IN-PLACE SAMPLE JOB NO. DATE 84-3184 I DRIVE SAMPLE FIGURE NO. . II I:> UAIC LUuut:L.I 4/4/84 LOCGE0 BY JBR ~ + ..: ~"" ~ I u.. -::J IX ::J ,. "">-... V) ~~~ ~=-~ ... 0 I-i ~ z -en -V, u ... -en ... ->< z Q. <en a 0 ::J a.O ~~ ... z ... 0 ~~ >< 0~ "' u C0 u . -., . Par_k, Lot ·#6 LOG NO. Qlio4®=ua 2 1. ·I I I I I I I I I I I- I I I I I I I equlPMl:NT OIMfNSION IJAlt lUvucu Backhoe 2411 Diameter 4/4/84 SURFACE ELEVATION GROUNDWATER DEPTH LOCGED BY ±214 I Not Encountered JBR DESCRIPTION AND C~ASSIFICATION )'! ..,: IU ~IU ~ IU >-._ i "' QC ::> ac ::> >-"'>-"' ~:) ~=-f ~~ ~ =-2:1- ~ DESCRIPTION _, t;~ a:: II) ~ -ll)u 1-- COLOR 'T -,z §i )( z ~ <II) 11.t -~ ANO REMARICS CONSISTENCY TYPE ~i < w ... z Q z"' ~Q ~! -0 ' · I·.·· . Damp, fractured Tan to Dense ' -1-J. silty fine sand Light SM 10 105 . Brown -. -becomes massive 2-. -'. 3-·I -FORMATION- ' 4~ . -. 5-· • . . -. -. . ' -. -. -. -' . ·-. -. ' . ' . ' • • ' .. -' -' . ' TEST TRENCH·--3 ~ WATER TABLE Palomar Airport Business Park, Lot ·#6 -~ LOOSE BAG SAMPLE Carlsbad, Cal iforni'a .. 0 I N·PLACE SAMPLE JOB NO. DATE 84-3184 I DRIVE SAMPLE FIGURE NO. q~®iJa lie + ...: I IL. .._ _; V)' 0 ,... ~ II) ~ z ~ 0 ::> )( .... o u., u c:a u t-i t· t LOG NO. 3 r· I I I I I I I I· I I I I I I ' ~QUIPMENT Backhoe SURFACE ELEVATION ±212 DIMENSION 24" Diameter GROUNDWATER DEPTH Not Encountered DATE LOvul:O 4/4/84 LOCGED BY JBR ~ ~ DESCRIPTION AND CLASSIFICATION ""l:il "" ~"" ~ · + • -!t. -' "" u ::, u ~ ::, ! => ,. "',--' V) 2 itit---------.... -----------1~ "'"ll-' ~ iii-~ ... ~ ~ !:-2: ... z ~ ~ z ~ I~ DESCRIPTION ~ !!? I! z !$. i= !!? x ~ ~ ~~ ~ z > ::, :; ~ ANO REMARICS COLOR CONSISTENCY TYPE ~ i i ~ ~i ~ ~ $~ ~ 8 ~ 8 . 1 · • .. ·, Damp, fractured 1~ • -Ri lty fine sand ' . . ·, becomes massive 2-. - · l.1 ' 3--FORMAT ION- •, . . ·-' ' I -'.' . -. .• ' . ' . ' . ' . ' -. -. -. ·-. . . . ' . . .. -' . ' -. -' -' ~ WATER TABLE -~ LOOSE BAG SAMPLE @ I N·PLACE SAMPLE I DRIVE SAMPLE Tan to Light Brown Dense 6 104 SM TEST TRENCH .J4 Palomar Airport Business Park, Lot #6 Carlsba~! California JOB NO.· 84-3184 FIGURE NO. I Id DATE -o. 7! (a)200C psf LOG NO. 4 I I I I I I I I I I I I I I I I 1· • ' EQUlftMENT DIMENSION 0Alf L\)uGED Backhoe 2411 Diameter . 4/4/84 SURFACE ELEVATION GROUNDWATER DEPTH LOCGED BY ±212 Not Encountered JBR DESCRIPTION AND CLASSIFICATION ~ ..,: w ~w ~ ... u., CIC 1,1,1 >-:::, >-w ~ w ~:::> ~=-=>! >>-= lj ~ t:-_, l;;~ ~l;;~ _.,.. DESCRIPTION ~ .,, ~ -.,, u ~en a. ! COLOR a,--,z §i >< z Q, "" CONSISTENCY TYPE _,z Q .,, AND REMARKS ii z 1,1,1 ~ ~ ~~ _Q ' -1-.· . Damp, fractured Tan to Dense ' s i 1 ty fine sand Light SM 1-.... . Brown -becomes massive . 2-. -. I.; . 3~ -FORMAT I ON- . .:~·. -' ., . . -''' .,.. .-. ' . -. -. ' -' .. ' -. -. -. . ·-. --' - ' -' • . -' -. -. -' TEST TRENCH-5 i - WATER TABLE Pa.lomar Airport Business Park, Lot #6 ~ LOOSE BAG SAMPLE Carlsbad, California 0 IN-PLACE SAMPLE JOB NO. DATE 84-3184 I DRIVE SAMPLE FIGURE NO. qrio4@ii& I le + ,-: I u.. ..i .._ V) 0 '"" i ~ z .,, z 0:::, >< 0 _, 0 w u = u LOG NO. 5 f I ( I r, "'140 I I l~O I I 120 I 110 I I-100 I I 90 I I 80 0 I· I I I I \ \ , LABORATORY SOIL DATA SUMMARY ' \ \ \ ' \ DIRECT SHEAR TEST DATA 2 , \ \ APPARENT COHE SION (ptf) 200 \ \ APPARENT FRICT \ ' \ \ \ ' \ \ \ ' ' ' \ \ \ , \ 100 -\ \ \ 't; / '\. ,, \ ~ 1 80 ... I ' ,\ \ \ ~ ,, \ uJ 60 :ill \ \ \ t: !\' ' 40 z ::, \ \ i\ >-20 er: \\ 0 \\ \ 0 \ \ " 1000 , \.\ G . \. poa \ \. \. I'\ \. \. t,iAXIMUM DRY I 2 3 ~~2.70 DENSITY (pcf} 116 \ -2.60 OPTIMUM MOISTURE \\r.~f( 2.50 CONTENT (%) 12 t\..,, ~ ........... - MOISTURE CONTENT% "~1 10 20 30 40 LABORATORY COMPACTION TEST SOIL SOIL CLASSIFICATION TYPE I Tan-1 i ght gray s i1 ty sand (SM) 2 3 SWELL TEST DATA I 2 3 INITIAL ORY DENSITY ( pcf) 104 ION ANGLE 30 MECHANICAL ANALYSIS 3 ¾ 4 10 40 200 100 10 1.0 0.1 0.01 0.001 RAIN SIZE IN MILLIMETERS SPECIFIC GRAVITY ZERO AIR VOIDS CURVES ~ING TRENCH DEPTH NO, NO. 1 2• INITIAL WAT ER CONTENT(%) .q LOAD (p If) 144 I JOB NO: 84-3184 PERCENT SWELL .1.5 I FIGURE NO: 111 ---------------- I • I I OOO'OZ I ------I ooo'oL I I > I I I -· ----. u 'I ooos c:::. .,) ooov I ..,_ 0-000£ V) V) "":-. I Vl .ci _, 0002 c:::. I Cl} l,. :, I I I ------- I --t --.... z Vl Vl I c:, s.. DOOL Q.. -------t- I ,.... 11:l E !,. I I Q -z I 005 oov --,_ ---- I 00·£ 0 "C Q) "C r 002 "C Ill Q) .j.l Ill I 3 I OOL 0 ,-N I ,-.. . ~ ..::t I· I-- - - - - - - - - ..... - - M - - - - - - ---- - ---- ---- ---- -· --- Lt') ----- ----- ----- ----- ----- ,-.. co -- -- -- - -- - - - - - 0 C/l 1 u C: . N If l.- (l) ..., Cl) E co 0 en C: a:: Job No. 84-318 Figure No. IV L I I ·1 I I I I I I I I I I I I I I I J- ProJX)sed Structure Concrete Floor Slab ,. 011 ---~ '-:. _.__ -·· 0 • .,. ..... ,,. / Top of Compacted Fill Slop~ _Compacted Fill Slope ·' (Maximwn Inclination 1. 5: 1.0) P.ei;;;or:e~ ;;-i:._~ _ Foundations and Floor Slabs following the Rec-·· :1 a :::_ ~ ---Footing omf=mdations of the Architect or Structural Ei'lgineer. --:---............-_· ------· . ------:--------------. ----Concrete -·--..,.... . --. . -----...,;--...... -·...:...-__::,.._ ·-...._____......__ -=-------Compacted Fill ·--£.... -.)- -. -:----· 5' 0"------- TYPICAL SECTION (Showing Proposed Foundation Located Within Five Feet of Top of Compacted Fill Slope) DISTANCE FROM TOP OF SLOPE 0 I 1 I 2 I 3 4' 1.5 . 1.0 . 52 11 44 11 36 11 2811 2011 TOTAL DEPI'H OF FOOTING Fill Slope 2.0 : 1.0 Fill 42 11 36 11 30" 24" 1811 Slope Job No. 84-3184 Figure No. V ~. I I I I I I I I I 1· I I I I I I I I RESTRAINE'D RETAINING WALL SUBDRAIN DESIGN ::1:• ..... . . • t •• -~· ~ , .... . , .. ·b;·: · ...... . . . :!·i : ;1,:. .. t I• • ... . .... . -•• , • ,I • • • • • • •• • .. ~ • • • • : •• • • •• ., • ••• # , • • • • : • A. : ~ .. • • I>.• • • A • • • .~ t • ~ • • • I • • ' • • • # • • • • .: • •" • i '\Ii,• 1 •., J • : • •• 4 * • • • : -. • • • • • •• .. • • • •• Impervious Soil 18" minimum · waterproof Membrane Filter Material 16" minimum 4" Diameter Pipe Plastic Film or Building Paper JOB NO. 84-3184 FIGURE NO. \JI (, I I I I 1· I I I I I I I I I I I I APPENDIX A UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION COARSE-GRAINED More than half of materlal 11 larger than a No. 200 sieve GRAVELS, CLEAN GRAVELS More than half of coarse fraction is larger than GW Well-graded gravels, gravel and sand mix- No. 4 sieve size, but smaller than 3" tures, little or no fines. GRAVELS WITH FINES (appreciable amount) SANDS, CLEAN SANDS More than half of coarse fraction is smaller than a No. 4 sieve. SANDS WITH FINES (appreciable amount) FINE-GRAINED GP Poorly graded gravels, gravel and sand mix- tures, little or no fines. GM Silty gravels, poorly graded gravel-sand-silt mixtures. GC Clay gravels, poorly graded gravel-sand-silt mixtures. SW Well-graded sand, gr~velly sands, little or no no fines. SP Poorly graded sands, gravelly sands, little or no fines. SM Silty sands, poorly graded sand and silty mixtures. SC Clayey sands, poorly graded sand and clay mixtures. More than half of materlal 11 smaller than a No. 200 sieve SILTS AND CLAYS Liquid Limit Less Than 50 Liquid Limit Greater Than 50 . HIGHLY ORGANIC SOILS ML Inorganic silts and very fine sands, rock flour, sandy silt and clayey-silt sand mixtures with a slight plasticity. CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, clean clays. OL Organic silts and organic silty clays of low plasticity. MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. CH Inorganic clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity. PT Peat and other highly organic soils. t I J~ I I I I I I I I I I :I ·.1 :.I I ·I I -I I 1· GENERAL APPENDIX B GRADING SPECIFICATIONS The intent of this item is to properly establish procedures for cleaning and compacting natural ground, preparing areas to be filled, and placing and compacting fill material to the grades and slopes as shown on the Grading Plans. CLEARING All vegetation, brush and debris shall be removed, piled and burned, or otherwise disposed of, to give the surface a neat and finished appearance. · COMPACTING NATURAL GROUND After clearing, the natural ground shall be scarified to a depth of at least 12 inches, watered to optimum requirements and compacted to not less than 90 percent of maximum dry density, according to A. s. T .M. Test Method D-1557, in a four-inch diameter, cylindrical mold of 1/30th-cubic-foot volume. Field density tests shall be taken in the natural ground in accordance with A.S. T .M. Test Method D-1556. Fill MATERIALS Materials for the fill shall be approved by the soils engineer and shall be free from organic matter and other deleterious substances. In the event that expansive materials are encountered within three feet of finished grade, they shall be entirely removed or thoroughly mixed with good, granular material before incorporating them in fills. No footing shall be allowed to bear on soils which, in the opinion of the soils engineer, are detrimentally expansive --unless designed for this clayey condition. PLACING AND COMPACTING 'Fill MATERIAL -After preparing the areas to be filled, the fill materials shall be placed in layers not to exceed six inches in compacted thickness. Each layer shall be watered to opti- mum requirements and compacted to not less than 90 percent of maximum dry density in accordance with A.S. T.M. Test Method D-1557. Compaction of the fill shall then proceed in the specified manner to the grades shown on the approved plans. When the slope ratio of the original ground is steeper than s.o horizontal to 1 .o vertical, the original .ground shall be benched. Ground slopes flatter than s.o horizontal to 1.0 vertical shall be benched when considered necessary by the soils engineer. Fill slopes shall be compacted by means of a sheepsfoot roller, or other suitable equipment. Slope compaction shall be continued until the slopes are stable but not too dense for planting. Field density tests shall be taken when considered necessary by the soils engineer in accordance with A.S. T .M. Test Method D-1556 and shall be made not exceeding two feet in ve~tical height providing each layer is tested. FIELD OBSERVATION AND DENSITY TESTING Observation and testing of the fill shall be made by the representative of Geotechnical Exploration, Inc. during the grading operation so that it can be reasonably assumed that the fill was placed in accordance with these specifications. SEASON LIMITS No fill material shall be placed, spread or rolled during unfavorable weather conditions. When the work is interrupted by heavy rains, the filling operation shall not be resumed until ·field tests indicate that the moisture content and density of the fill are as previously specified.