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Home My WebLink About2520 EL CAMINO REAL; ; 78-4082; PermitI LOT NO. BLK ·.·, ·1 T,RACT .· ,' ~· -~-BOOK ·.! 'PAGE PAR. LE"GAL ·( . 'EE AITACH.i.Q,: ,SHEET) 1 DESCR. -~~-.,.._ :.-:, 8 frfas~ ·of work: ~EW, DADDITION . I;] REPAIR OMOVE 9 Describe work: C,.t3t-"J-;:;/ 1' ~}·1tii:i' • \,/(.,' ~ti. ,:,.~!~,f~tf' . Vi;:1),/,,:;,, ••. · "" ... I-· ... . -' ~ ·(, ----s------- 10 C~ange Qf use fl.om C_hange of use to 11 . V:alua~ion of work: $ ~ . ;:,·, 1.-, . l' ,"\_-, bs_·P~E~C~· i_Ac.,.L~·_c_O_N_D~f_T_I_O ... N_S_:~~--~-------~~------~--+-:',._t;;-l_.,:.: .... ,,"',!"',",, -,..,... ' Jy:p·e-OT,.--. ',v'· -.. ~ ,_o~L;a;;t;· .. ~41--~· MIC RO ·Fl L~;tE r: .~,, ' · ··,v ,-., Const.··· ,. Group p··i ,,,i,.,;, , ---~+--» !,,. .{1 ',,.,-· , -. i:' ;· t Iv b?.-:H '//Ff"' " -I . , , -. ·-,.,..-. -_,_. . \ l iTi -::· /ir,f-, -·-,: . ',,., ;f~;t::1; ~~~9Ft. 1,f6,?~t:r~e1s I I :·_:i. ~:;.-~o~d 'l f $ ~ ' y: --•r ·,. r t 11: • -_ .·Fire "~~ use • ,, ('if-, ·,, ''~ire s;;inklers ,# \ J. _ APP;C1c_AT,'.ON~A;C;?.CE~TE_.DBY PLANS CHECKED B.'~ ,.-,.-t-•. APPROVE01Fo'R IS,SQ'ANCE ~y., ,;zone· ~ Zon~··s. ,_ "" , ~equi,red DYes -EJl)lo ,~_.Jo' . '.· '. •/ _ . • /_ ~ ~,J',_' ,.._ ·?f "'7:.·_ , -i i' -·-•.· . .-.J .,W-~·-• . : . . ., , OFFSTREEJ.: PARKING SPACES; /4~'~'-'. DATE , ' . . . DATE ' ,_ ~-:' , "~ ''µ)ytenrn'g S ~gvered ·Sq. Ft, Oge(l . ' .. ,&·?' /;/J ·r .. /r~iS>/11:"'J/}'''I~~!~-----o-< ,, IN ,; .,_,' ~ s·EPARATE PERMITS ARE ~~~~ ~~~ F~R' ~-~EC:rRIC~t~~P~U~~~,;.~ p~i:c~~~G o;ts , Required R~;~ived ;t ~equired ;I'. : TNG; HEATING, VENTILATING OR Al R"CONDITIONING. . . )r.HIS PERMIT BECOMES N.J,JJ .. J. AND VOID IF WORK OR CONST-RUC-1--H_E_A_L_T_H__,Q;,,;;1;;,,..P_T_. -l---'-----~~-+--------1----.,,,,.;--s--1 · ·.:f.-lON AUTHORIZED IS N,OfiGMMENCED WITHIN 120 DAYS,08 1-F 1--F_IR_E_D_E_P_T_. ~~-t-~-~-----,~------+----~~--1 . .-·.CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SOIL REPORT :. P!=RIOD OF 120 DAYS . AT:-ANY TIME AFTER WORK IS COM-l---'---~---+--------1""',----.;,,,__--+--~-~---1 -. MENCE D. , t-O_T_H_E_R_(_S_p_ec_i~fy_J_+--~~-~--+--~-----+---c-i------t , :.-~;: ·_ 1~t~i:11lJ~iJbYKJS~\~EHt:JE ~~A~E 1Wic,l~~~1lif ~ R 1~!?. -, ., , , ALL PROV.IS IONS OF LAWS ANO ORDINANCES GOVERNING THIS ·,,..., · TYPE OF WOR,K WILL Be/;COM.PLIED WITH WHETHER SPECIFIED ",'.:I',: HEREIN OR -~OT, THE. GRANTING -OF A. PERMIT DO.ES NOT ;, .. ;f PRESUME TO <GIVE AUTHORITY TO VIOLATE OR CANCEL THE "'<l<;-., PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING it~> ·'{e;:1,.' .. CONSTRUCTION:'..OR-. THE PE,RFORMANCE OF· ,CONSTRUCTION. . _-· · ENGINEERING DEPT. WATER DEPT. .+,;~_ I ..f .•', ' ' • ,y.-<'I:~ t.:-~~ f ~ ,i'' .. ''t .._.. ~ .~1 .-r ·->;' '. t. . I it~., -~:' ~· ': :\ . .. : ''-~ -(a~'\" ,.,1 ~ 18 1--------'---4-------+---..,..,..-..;.-e.:.--:...·~· -4---------'-l ;·'i>.; __ ' to_,'!\}>,. ~l-lj~..,---,,-.,t V \,A.._,, .. ,.,.,___.,,.,, •. __,J --, ' ,.:'t,;__;: .... $.'~-G-N:ATIJRE 0~ ,CON,RACTOR' "OR AUTHORIZ'EQ·A~£NT {DATE) ~ '.:r.--:,_ ;t. -i · - :Jj-x,,'.·. :SJ_GNATURE oF OWNER ,,F owNER eu,Lo~~~N PRO,PER'LY,.VA~;~~TED UN THIS SPACEI 1:H1s 1s vouR PEliff'vllT . j 1 'l ,A ,,'j . 1 l ! _-,.:',. ,, PLAN CHECK VAt,.IDATION CK. M.o. CASH . PERMJT-VALIDATIO~y-M.o. / ,e~sH,," .,·. . i ,;;il TO~sES $ ~~t: ;:>-:.•·.i:.J.. t' .:...1~.:-·:...-.... ' -----· ~ ~ -· -, .. ~ INSPECTOR .... --INSPECTION RECORD DATE REMARKS INSPECTOR FOUNDAT'IONS: SET BACK. TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY . . FINAL / tt) .--J/., 7 IP-V SOY USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. >' . ---,. PLUMBING PE·RMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 7 Vlt17 { Applicant to complete numbered spaces only. Phone 729-1181 Permit No. JO& AOOR E$5 . Z..§ zo ;t; J__ t::. 14 tU t .tUO 'i?.e:~, L ~ ~,. " LOT NO. I BLK l'T'AACT LEGAL I 1 OESCA, OWNER /J # MAIL ADDRESS ZIP PHONE 2 _Le· J/ . ~v (ft:,..,,_l:'ft,---::; ~ CONTRACTOR· MAIL ADDRESS PHONE STATE LIC. NO. CITY LIC. NO. 3 c,;/e,e,.,/e ,Pt. tJ /JI/ IJ-UV {, /Jd 7415' PA r:t::~,J~ e::,1::,;e,1.uras '1 /J, ,.., t,t5 (./ii 514>-J08 ISSB"'1 ~=- ARCH.ITECT OR DESIGNER MAIL ..(ooRESS PHONE LICENSE NO, 4 , ' . ~ -ENGINEER n,.., . ...,i-· MAIL ADDRESS ,o.,, .._ P!;<,O)'f·, ,(~ ~ s-:;r:voa ,2 f ~ -~ 5 F 14 /J. 11r1e·p,s /JV' LIJ:).;:et-oacJ !: /1, COMPENSATION INS. C'ARRIER MAIL ADDRESS BRANCH 6 USE OF BUIL.OlfiG 7 'Pyi/1'..s.r: 8 Class of work: ~NEW D ADDITION D ALTERATION 0 REPAIR \ t Re~fA· 9 Describe work: SA~ho~ . PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: 7 WATER CLOSET (TOILET) $/lf-I'-:,.,,;;.,.- BATHTUB M 'LAVATORY (WASH BASIN) IL r,..i:..-J,,- SHOWER J KITCHEN SINK & DISP. ~~ ~:~:# ·J DISHWASHER ... , .-·'•·/-,,, . . APP LI CA TIOlli ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE BY. r LAUNDRY TRAY t 1 ~ -r· CLOTHES WASHER r " ~---I ./ WATER HEATER ('"~ ,<-DATE .J, f· -/ ¥ NOTICE URINAL ,.:..--:. t"-"7.r--,,. I .. THIS, PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-DRINKING FOUNTAIN TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF //4. FLOOR-SINK OR DRAIN -~-d2 t~h" CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A -i· •. J PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-/ SLOP SINK .::J .,.,:-:,._:;, MENGEi;). . / £..,_ I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS GASSYSTEMS:NO.OUTLETS ~~ f.'S,-:;.I< ~· APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. WATER PIPING & TREATING EQUIP. '" ALL PROVISIONS O.F LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WASTE INTERCEPTOR HEREIN. QR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE VACUUM BREAKERS PROVISIONS OF ANY OTHER STATE OR-LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTI.ON. LAWN SPRINKLER SYSTEM ./ SEWER NUMBER CLEAN0UTS ~ .:.--. j''r-,~ .... -.. _z z 0 -,. -~ CESSPOOL '.f' SEPTIC TANK & PIT ,., ...... "' ' A Alh'lti ltJ 1~ z. ROOF DRAINS _<:;j!, ... Q /)-·Jn. . -~-"ii!._....,..,_.. " ¥" ' v">XTURE OF"tON,CTO;t"r!R ~{fTHORJZED A'GENT" ,.,,....,, (DrEf'.,lf' --. ISSUANCE F,EE-$ ~ -~~;~ w .. ,. 'TOTAL ,FEES " $ Jl,,JI: m ~ SIGNATURE OF OWNE.R (IF OWNER BUILDER} '(DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT - PLAN CHECK VALIDATION CK. M.o. CASH· PERMIT VALIDATION CK. M.O. CASH INSPECTOR 8 Ciass of work: .. ~ " ". J,~ ' , ) .~ ~ ..... _ . _.,. ~ ·--~ .;.. '<. . /,/ , r ,. -.--:.,.-~ . Air Handling Unit- Incinerator .Iv ' ,,...,!. l'' JJ;· INSPECTOR C.F.M. .:,!.;.,,:;.'., -. ,-;:, ' ::,;:-· ,·· •-:" . . Fee , .. ·,: ·$ 2i 5«i ···: . -,. UC 1·.-00 41-.. s-o: CASH .,,.,.,;j,,, ,-,;.,,,~...,_.,,_.,, ay;'~.- :t.,~li .. ~ ... ~ .. .,·: . ., , . ,, .. JOB ADDRESS -. ·r111· , ,.,ct.. c.,&J,1~,1vo Red .l ·:!!im•· I Ii I jlll••·~~~- ·I L·oT NO, tt: tj~ , .B LK, LEGAL t D m·R. /?IJRtfi/. /"tf> J"Ol~/y,1p .· ., . I TRAC.T (~ ATTACHED.SHEET) OWNER -·· MAIL ADD.RESS ZIP PHONE 2 h't1$E"> I A/ Vft!!,J'"rl,e~t-/T 5 . --?,3t.r/l/ A/c tvlbd ~v,j; tJi ,;f tilc. $ «-1Yt: 3' o,6 ;'14[ b.Ji'i.4' <"'~ti IA .• CONTRACTOR MAIL ADDRESS PHONE -STATE L~NO, CITY LIC, NO, 3 1'",?,: £'ff. V W N( f.t ... tf ~ /}tEe't /Cl/1? /Lt'i2.-Wl)f)0 /I#/! <~ /./;.f£>E;viJ/:fi// l:,?AI;; . ¥:2 9'9' .7-:;fl' 15'71.~ .. /' ~ ~ ARCHITECT OR DESIGNER MAIL ADDRE_SS PHONE LICENSE NQ, ·4 -ENGINEER MAIL ADDRESS P~ONE LICENSE NO. 5 'c9MPENSATION INS. CARRIER MAIL ADDRESS -~1Jl BRANCH 6 M1r.£Yi(l//f.lb ,C.A'!5t.//lt(T')if C ~~ -c'>·'- USE OF BUILDING I 7 RE Sr,.1/ai(! Hli/l / B'$ew 0.ALTERATION . 0 REPAIR / 8 .· Class.of work: 0 ADDITION 9 Describe work: l!tec r£1c.11t. c o..1vs-,r Ruc,'7-lc~· : ctt-a..;.,...y"t,,,,·~-.... ('-4. ..... ,__~,._:.,ieftf! -4· (~tJ.,..~ j-' -t-.~x (:,"'fr', ·.- II' J .\ PERMIT FEES -,f " No. Each Fee $PECIA'L CONQITIONS: SWIMMING POOL WIRING, _ .. NO INCREASE IN SERVICE NEW CONSTRUCTION, FOR EACH I_() . AMPERE·S OF MAIN SERVICE, SWITCH, <jYJt.-c/tJt . APPLICATION ACCEPTED BY: PLANS CHECKEO eY . APPROVED FOR ISSUANCE BY• FUSE OR BREAKER ~ ci g-~~-->1 ,DATE NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE · NOTICE IN MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC· OR_ BREAKER TION AUTHORIZED IS ~OT COMMENCED WITHIN 120 DAYS.OR IF ; CONSTRUCTION OR WORK IS SUSPENDED OF! ABANDONED FOR A REMODEL, ALTERATION, NO CHANGE PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENC!=D, IN SERVICE, FOR EA. AMF.'ERE OF . . I HEREBY CERTIFY' THAT I HAVE READ AND EXAMINED THIS INCREASE L. APPLICATION.AND KNOW THE SAME TO BE TRUE AND CORRECT. ·t-\ ALL PROVISIONS OF LAWS AND ORDINANCE5 GOVERNING THIS .. TYPE OF WORK WILL BE COMPLIED-WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES J'IIOT TEMP. SERVICE UP TO AND INCLUD· I '"'tf< PRESUME TO G.IVE AUTHORITY TO" VIOLATE OR CANCEL THE c::.. PROVISIONS OF ANY OTHER: STATE OR LOCAL ·LAW REGULATING ING 200 AMP. .. --CONSTRUCTIO!II OR THE PERF.ORMANCE OF CONSTRUCTION. .._,,. ' ,- ' -· ... .. ~·, -.. .. .. ,-·--·}···f:;·,.;. ~:: r: ', .. ,~' :~ :~, •:~.:I • • < • ,' :'· ' .. . . . · . ... :, .f •; .. r ' ·, -,, ' _ _,.~ ' ' ~i,rv, .-···.d._ T·EMP::,. SERVICE OVER 200 AMP. ·. ' . ~'Mr PER 100 A, .. : v~ / . ,I ,,. ! ... -SIGNATURE, oy.oNTRACTOR OR AUTHORIZED AGENT ' -(~ATE) ISSUAN<::E F~E ~ i~ . P: ' .. .. -ci/0] ,...., ---TOTAL FE;ES :;.- SIGNATURE OF OWNER !IF OWNER BUILDER) DATE ,. ' WHEN•PROPE_RLY VALIDATED (111,1 T-HIS SPACE)-THIS IS YOUR PERMIT -P~N CHECK VALIDATION .· CK. M:o. ·: CASH' -PERMIT VALiDAT_ION _CK. -_~ ... ~ M.O. CASH :,._' -2'/· . ' .... ~ .·:...:: .:...___;,.= -~ INSPECTOR ., -PLUM,Bl·NG· PERMl·T·APPLICATl~~f'1 ~·:::. •. ~t}1 . . . JJ-J..l'itl:,J .. 1.11. i-11_-:i.. ts-8,..n City.of CARLSBAD, CALIFORNIA 92008 ~ . 5' t 1/( Applicant to complete numbered spaces only. Phone 729-1181 Permit No /c' '? Joe AOOR ESS I LOT NO, LEGAL 1 OESC,.. ARCHITECT OR DESIGNER 4 E'NGINEER 5 ... USE OF BUILDING 7 " ;8 Class of work: .0 NEW SPl:CIAL CONDITIQNS: MAIL ADDRESS f MAIL ADDRESS MAIL ADDRESS I 0 ADDITION· 0 ALIERATION CITY LIC.,NO •• H _,,,, J:'j,'"t~··D PHONE LICENSE NO. PHONE LICENSE NO. BRANCH 0 REPAIR PERMIT FEES No. Type of Fixture-or Item Fee WATER CLOSET (TOILET) $ BATHTUB LAVATORY (WASH BASIN) :1------~----------------------il----+-S_H_O_W_E_R_~-----------~--+---+---i .APPLICATION ACCEPTED BY PLANS CHECKED BY . APPROVED FOR ISSUANCE BY. . -' ~ /P-:;i, b··:R ci,, DATE / NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION .ANO KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGN~T~CONTRACTOR OR AUTHORIZED AGENT (OATEJ SIGNATURE: OF OWNER IIF OWNER BUILDER) (OATEJ J KITCHEN SINK & OISP. DISHWASHER LAUNDRY TRAY CLOTHES WASHER WATER HEATER URINAL DRINKING FOUNTAIN FLOOR-SINK OR DRAIN SLOP SINK GAS SYSTEMS: NO.OUTLETS WATER PIPING & TREATING EQUIP. WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER NUMBER CLEAN0UTS CESSPOOL SEPTIC TANK & PIT ROOF DRAINS .. ISSUANCE ·FE.E' TOTAL FEES · WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. INSPECTOR ·. $ ':.;;y {/). CASH .. ,, ... · .. TYPE.Of. PERMIT .. ·. ~. '. . - ·s_1qN ·(· R_ : · ELECTRICAi;.. ·· :..:.. . FOR -~rGN .. ·· , · .. ' . 2:1~~~~ TO~~,,,•. . . . . · · C.ondi't. Use Pet'mit or ·. · · ,·: zo!'Ji; _: ..... .-_____ __,,. __ ·:'vARIANc1: NuMsE,t...;... __ .:......, ......... _,....'""---, .... [OC-ATION: .. ' .... . , Each-STgn.. · ~5.00 -~·-. · . · .. · ·. ;· Fitst 2 Trans. .$$.00 each .. S ~ C/0 . · ada'i. f§) '.5Q-;Joh.. IJ ~', . .. ! . • , ,~, f,:J},J . · · 1 ta 10 li)mph,olders · • 25 · . 11 to·. 25 · ,,·: · ·, ·.· .,.,50. · 2t; to , 5(J ·· ~, .; 1:()(J· . · · · · 5· rt~·. foQ; · ·· ,, · ··/2~_00 · · }0<1 to 200 · :-_ · ~-: '$.'Oo· ' ·'· ..... ' "' . ' . ,~ . ·-.. ~· , .. . ·.,· .... ·,. DI MENS-IONS Mater1a1:: HE1i~ht ·. ·. ~ ..... _length ....... --. ..... -.,.,---· Uprights__..-.-......___,..,.,.......__,..~- . . :Nurtibeni.nd..site of:post$ 'Bracing...,,...---,--,',----~- . N!,Jrnher·af!!i size ¢t.,braces 1rneon;.;how co1.ors~....,...-- .· .'D'!:lptli _in gfo4nd' :: : ·. : . . . . ·. Refieotor ~ateri.al? ..... _, _,.....,,..;.._,___ ,bistanc;~ b_etw~en ·panel and grou~d_" .. ...,..__....,._ Mlumif!ation:"! ..,.·~-----;-·· ... ·_···..a..,.,;-'-" &ho~ i.;~';'i~i~(l, :op{l,o!\>W; \ '. -'. \ \; /' : .:. __ :.-...... >.· ... -~:...~~· ,r.· .. '"'. ::-.... "-:-·, .. :_.·;-· . :· --~-. "' . '. ' ( --.:. . .. : . ' ' ··,·:.,_.,, , ...... . -\. (.: : ', ·· :Refe.te~ce-to·pl;m o_nfi,le · · Copy on bqth si.q~s,?._,...__,..----- . _'· . : 'i ' ,,·· .:·cAL~ ·FQR: At,L INSP~CTIO_NS iN~LUPING.J,;NAI-.. .,,_ . •' ... • • ,, > ' ·, :; ' : \-::/'. .> •' . ·:::.(· _: :::c; :-, .. . 'INSP~~i16N.·:~i:u01RE~, ·ON i=oor;NG.EXCAVATIQNS BEFOaE·.si'G~'. IS ER~CTEo:. APPRQ\IEO PLANS SHA[L.;BE K~Pi"·o~J"JOlf ..... ;_,: ... ' ,,; " .: ' .;·' :,.)·:~:. ,, • ··~~; •. •, •. -:,ii ·.i"' .. .. \, ', :~. ·. . .. / 1,• "' ·'· . ,-.-:.. .. ,,__ ,• ,;., ... , ,, : 1 ~. ;.,. i ,'. ! /· <' ~ -,, • • •'" • ;· -'-. < (MIDDLE) . M:ai'~!n~-.-~~dr~s_;-3~·--.::~ _ . MaHrhg Addr~~s ' . . .: ' . :: : Condit. \,Jse Permit or . : _: ~~NE'%'§:·_'+ .. VARIANCENO~~R-,;· .... -.... ··-· ---------=-- . ,· ,· . '.;' ' ,>,, '•, ,,'.,I' ' ., . --' ~ . ' ,, -. ..,_ APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD ENGINEERING DEPARTMENT 729-1181 EXT. 35 FOR APPLICANT TO FILL IN BUILDING ADDRESS OWNER MAILING ADDRESS CONTRACTOR , CONTRACTOR'S ADDRESS . NEW BUILDING I EXISTING BUILDING I LEGAL DESCRIPTION ' ;... .T:, REMARKS: LATERAL LOCATION ..,: I I (/) /t-. \. 1.) I ST, ) LATERAL NO. INSTALLATION DATE t; /'f"\ \.,L/ •, N, SE 1974 · BUILDING DEPT. . ' ' ISSUED BY -----cc~.::.-·=·lf-"7 . ..,...,_·,1_:J_---'----'---+---=--- DATE ISSUED----·~~~--r/4~~~-7½·/~-~~~~---,--·-·......,..~-,--/ ' .. VALIDATION -~""..-,rv..n· ~"_;JfllLJCD~ !OMl'"CJTATl~N · STANDARD 4" (Max. ~i3f1'9'ffl')_. ~-·.-· ______ _ OVER 30' H. .\U~ ' FT,-~-~-~--~---~-- OVER 10' V. ___ @ , _ ,Fi'O"At).· STANDA~D etr~axQf GAR~;,pmetl~: _ .. ' ,.,_t_-----..--,---- OVER 30 ~ \ne~OS oepart"-'--'-_·---~-- OVER 10' ~ng~ ::'@~ _ FT--·--------- TOTAL CONSTRUCTION COST--------- SERVICE CHARGE (REPAVINi3 ETC.)--.c.~----~---·~ - TOTALLATERALCHARGE_,_---~,--·--=:,·~··~· ---_-__ _ LINE GOST DATA ASSESSMENT DIST. NO.--~--'----'--------- FRONTAGE ___ COST PER PT._·-'-'' ·--'--TOTAi,. ... --"--- OTHER-----------------~-~-~- CONNECTION FEE · _ NO. UNITS __ l __ cosT PER UNI;',·-, / 0 -TOTAL~-- PUMP STATION ,FEES r I' NO. UNITS ___ COST PER.UNIT-~-TO:rA1-L-----(-1- / . -,,. --. TOTAL CHARGES (LATERAL ETC.l-----+,. , _____ _.__ CcJ/3 INTERDEP,RTMENTAL INFORMATlON SH~ET RECEIVED-· BUILDING.DEPARTMENT BUILDING ADDRE~S: PLANNING DEPARTMENT ~ CITY OF CARLSBAD _ _ -_ · Building Department ZONE C-.l: -G) LOT SiZE_-'---------·LOT WIJ.?.T.H~--------- ...... ,..,..~ ... --. UNITS ALLOWED JJA UNITS PROVIDED~ _ _.__ _________ _ -------"-"~------. ' ..;--• C,c. U\ iiv\. 1 0 lo\ PARKING SPACE.S REQUIRED l ;i" -.s ~ fl\\~()(' PROVIDED f -S--0 K % COVERAGE ALLOWED ,,('l-'<l.,"' PROVIDED----4,-DL..-IC..---='------- nuILDTNG HEIGHT ALLOWED 3S' PROVIDED _________ _ FRONT SETBACK: SIDE SETBACK: REAR 'SETBACK: ALLOWED -~----- . PROVI"DED ~-'----'------ INTRUSIONS.-~{)~~---_ 0 (C::...._ . '0-\<.. ' LANDSCAPE & IRRIGATION PLAN'COMMENTS:-::~,--,~'-,'----~;_\~'1~.~-·"--'----+'--~-'-·-·---~-----·~·--_--'- --..... -, -. <X. .tyl)T7ptr ,r. . 6-J"l/-7P? ,~ ,.c:NVIRONMENTAL PROTECTIO.N ~~ ~ -~ & . -. . ~ ADDITIONAL COMMENTS: OK TO ISSUE: ,, E:NGiNEERING DEPARTMENT llfrif. 6/f ?:B . h Per~* ~"~. R. 0. W. ~ 'f(f+-'. INDUSTRIAL WASTE -~ _IMPROVEMENTS--'!!:t;....Y._,i;:......f'_. ___ _ . SEWER CONNECTION C()/'3 7 eo v, DRIVEWAY LOCATIONS Q k . -~...:......!:,___ _______ _ GRADING PERMI'l' _ N~ ~e,~. EASEMEN'l'S 2,.01 ~ ~lo") We>f-~ DRAINAGE Detail fJ1-.\,,,:,jP 6, i)s_ LEGAL DESCRIPTION h,r PtJttce I I. PM 4B1e AD:DiTI ONAL COMMENTS >how f;_;J/ b'uvt\-~()f/ of fq/ce/ /, {, af 4:,· shobi/1'1 1,5 ¥"lo r/-qcc-'}e,ljf-.:_ .,. OK TO ISSUE:--"-'<-.:,=-=---'-" DATE_,_2-__ _,!.,_~-~--,;,.-.. ''PWIJt>°:f'1r~t-760K TO FINAL__,_~'--11,t-DATE f!) 2.6 7/J New _s.ef ft> kc ...s.e,J· ;n ---/~ · '.-.-, .... ;, . : -.. .. / .. ' · FtRE DEPARTMENT '. SPRINKLING SYSTEM --------,--c-----·FIRE PRO_:J.~F;CTION EQUIP .----'-1 ...... ,_·_.....___..,.......,,--- FI RE ALARMS EX TT S--,-----------:--------tt----- FI RE HYDRA~TS LOCATION ______ -'-------int<=-t----,--:v=~ 2DDI~iONAL COMMENTS ---------------------:-'-:-irl-'tl-F~-----r"'-----i-- OK TO · Ol( TO FINAL DATE IO ;,J j...-______ TER ________ DATE _______ _ CARLSBAD FIR~ PEPARTMENT. LAP PROV ED DISAPPROVED PAGE 1 OF . / __:. __ 1 2 7 5 E L M AV E N .U E , .CA R L S BA D , CA. 9 2 0 0 8 (714) 438-5521 . PLAN CHECK REPORT -PLAN CHECK #E?z-33,S- OTHER REF # ~ ----- PROJECT 1/HTRRL. 511. S'ttV/NIJ.S ARCHITECTQflRJ4Plt'h' ,//v.#Gt.e: OWNERCeNT~ Fi:"P-5 VNU ZSZtJ ,£, I ADDRESS ZeF &•,. "ey Cri-NJV0 R~ ADDRESS IY.JCl(,IA~1d11.1 SO PHONEZ3~-2/tf'.? ADDRESS Z'lS-ffepwY SP PHONE 23'5"-8'732.. OCCUPANCY /3-2 CONST. TOTAL SQ. FT. _4._~_~_7 ___ STORIES -"-/_ D SPRINKLERED _)(TENANT IMP. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: ++++++++++++++++++++++++++++++++++++++++++++++++++++ 1. .Provide one copy of the floor plan(s), site plan, and sheets -------- 2. 3- 4. 19--s. 6. 7. 8. Storage, dispensing or use of any flammable or combustible liquids, flammable 1 iquids, flammable gases and hazardous chemical.s shal 1 comply with Uniform Fire Code and ----------------------------Bui 1 ding ( 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 piling is to be done, ·comply with Uniform Fire Code, Article 81. Medi-cal gas system(s) shall comply with N.F.P.A. Standard 56F, Fire extinguishers shall be provided based upon the following criteria: ~a) 1-2A rated ABC extinguisher for each 3000 sq. ft. or portion thereof L2.a._b) maximum travel distance t~ an extinguisher of 75 feet L_C) other:. RtFc<"'fhPJVO o>ve 2-/1 ~;<T/M?Pd','N/Z. t1lF /I ,41!/J.d,u ,t==XT/PqP/SAIFA? FbR ll.Sl!i! o/CO.;tipure.-e 77!?,R/}'/P/??S Fire sprinkler system(s) per N.F.P.A. Standard __________ shall be provided to protect ---------------------------- Dry chemical extinguishing system(s) sha11 be installed per N.F.P.A. Standard 96 to protect cooking equipment and exhaust system. Plans of system(s) shall be approved by the Fire Department prior to installation of system(s). 9-Show on site plan locations of all nearby proposed or existing hydrants within 200 feet. 10. Hydrant(s) shall be provided and located ---------------- Show location(s) on site plan. Fire Flow:·-gpm for hours from ---hydrants. 11. Access for fire apparatus is not adequ~~e. Provid~ ------------ 12. __ 13.· with ----------- Date ~Attach to Plans CARLSBAD flRE DEPA~TMENT· LAP p ROVED DISAPPROVED AGE 1 OF··-'~/-1275 ELM AVENUE, CARLSaAD, CA 92608 (714) 438-5521 PLAN CHECK REPORT PLAN CHECK #f?z-33.S- OTHER REF # ~ ----- ZSZcJ &I PROJECT I/ #Ttf/1 '-fip. S rlV I N65 ADD RESS .JZ~-~e~:F~a~~~.~t!t!; .~.a~· ·~t1'.lY:_~C::.. . .!r'f~;y~tP~o~R.~cn2;m-1:. :.._ AROHITECT9d/?'41'''"h' /#.11,,;~p ADDRESS /'/.5d (}.v;f;1,v SO PHONE Z3~-2/.f'.? . ;;, OWNERCe:Nr-/7:P-5vNz5 ADDRESS zzs ffepwr SP PHONE Z3tf"-&'73l. OCCUPANCY /3-Z CONST .. Jl:-;V TOTAL SQ. FT. _4~.;;;__°b--=-7 ___ STORIES __,_/_ 0 SPAIN KLERED )( TENANT I MP. _-'C.=-:.-9.;..:..'.:.::'4.:..;M:.:,:~=p,=---'--'//<./...;,_=o...::c:...:.c:...:v'-'/."""''4-"-A/-e-<-y __ _,.. _________ _ l. 2. 3. APPROVAL OF PLANS lS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: ++++f+++++++++++++++++++++++++++++++++++++++++++++++ Provide one copy of the. floor plan(s), site plan, and sheets ________ _ Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flalTllllable gases and hazardous cliemical.s shall comply with Uniform Fire Code and -------------------------------8 u i l ding ( s) not approved for high piled comb~stible 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 stockpiling is to be done, comply with Uniform Fire Code, Article 81. 4. 4s. . Medical gas system(s) shall comply with N.F.P.A. Standard 56F. Fire extinguishers shall be provided based upon the following criteria: ~a) 1-2A rated ABC extinguisher for each 3000 sq. ft. or portion thereof .L2.....,_b) maximum travel -distance to an extinguisher of 7S feet .....c:_c) other: R1::c:o/fh5MLJ o M~ 2-/J 15,x,/M/t'Q,At'a. g,;= .ti. dl!/J.'-'» £=XT/A:ff'P.,'J#tY£ ~R vse ·wco-'"'e,,;-e,e Tc:R,,,,,,/P/??S 6. Fire.sprinkler system(s) per N.F.P.A. Standard sball be ----------provided to ·protect ---------------------------- 7. Dry chemical ~xtinguishing system(s) shall be installed per N.F.P.A. Standard 96 to protect ~ooking equipment and exhaust system. 8. Pl ans of -----,-..----------.-------------------- 9 . lo. -·- system{s) shall be approved by the.Fire Qepartment prior to installation of system(s). Show on site plan locations of all nearby proposed· or existi·ng hydrants within . 200 feet. Hydrant(s) shall be pr6vided and located ------------------- Show location(s) on site plan. Fire Flow:·. gpm for hours from _____ _, --- hydrants. 11. Access for fire apparatus is not adequa'.te. Provide ------------ 12. ___________________ . shall \:)e_of ____ hour construction with openings protected with hour assemblies. --- __ 13.· Comply wfth regulations on atfach~d-sheet(s). ::T~er ................. . __ Report mailed to architect Met with ------------- Date &_Attach to Plans 1200 ELM AVENUE CAR_LSBAD, CALIFORNIA 92008 TELEPHONE: (714) 729-1181 Qtitp of (:arls&ab COMMERCIAL VALUATION CHART USE OF BUILDING--:-_____,..~_.,,..g'---".~ ...... • -~-+Jo-~)[½)J'--=--~·-....;.. .. __,-;-,_} -----,------___, ___ __,~ _...,...,.......·:.~:.. -·: ~- BUILDING AREA 4.S:J~ X _$ __ 3--1,J-·'UJ _______ =-$ / 4 }J;,, -,./·. fo - · (Lei:;s Qff;i.ce .Area) . ' ' OFFICE AREA X $ • = $ ____ .._.,._________ _ ________ ......_ -'------------- SPRINKLER SJSTEMS....,__ _______ X $_1~_1Q,,-: sq.-_._ft_. = ..,_$ ___ ,,______,·=-_,,,,, AIR CONDITIONI_NG ·. 4-£7:> X $_2.2?/ sq •. ft •. , = $ /1:),];ey.t<) . • --~,.· I PILE-FOUNDATION ---------------X $ - $ ....,__ ________ _ PAVING. /7, (1n} -.,.......--------+,._--:.f.-,.~'------ • • -· $ TOTAL . . . X $ -~'25/ sq •.. ft. = $ . ~ -·· -.. ~-, -.; . ·--. -· . ·····---.. .. : ' . ·• •. . ,. _____ , , .. ··--~·~-' BUILDING PERMIT .FEE • • • • • • • • • • $ ,.:._ _______ _,_ __ _ PLAN CUECK-.FEE ci5% of building permit' fe,e) ••.•• $ ..;._ ________ _ MICRO FILM F·EE • • . • • • • • • • • • • _ • • .. .. $ ,-'----------- • . • , ·• • $ -'----.,.......--------- .. · ., ~ '.,. *NOTE: 'TOTAL FEES ·EACH BUILDING REQUIRES A SEPARAT-E PERMIT. '· ,·l I .. _ ... ~ .. • . . . (c) Expiration of Plan Check. Applications f~-r -,~hich --~o "per~it. is.'. · issued within 180 days following the date of application shall expire by limitation anq plans submitted for checking may thereafter be returned to the applicant or destroyed by the Building Official. The Building Offici_al may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant $howing that circumstances beyond the· control of the applicant have prevented action from being taken. In order to renew action on an application after expiration, the ap-. plicant shall resubmit plans and pay a new plan-check fee. . : _ (d) Reinspection fee. The fee for each reinspection shall be $10.00 .. · · · - ~-'• --~~'. -. ;;_: .. :.~_ ... _ -.-::;.:.. ... ~,~- TABLEN0:3~A·~-BUILDING PERMIT FEES . -.·:·::-;·.,;.: ·,-------,..-------------_;,_-~-~---''----. ·-, .. ·. TOTAL VALUATION $1.00 to $500.00 $501.00 to $2,000.00 .... ~ FEE .. ; . ' : . · .. :. '~ ~ $5.00 $5.00 for the first $500.00 plus $1.00 for each additional $100.00 or frac- tion thereof, to .and including $2,000. $2;001.00to $25,000.00 $20.00 for the first $2,000,00 plus $4.00 for each additional $1,000.00 or fraction thereof, to and including· $25,000.00 . . . $25,001.00 to ·$50,000.00 $112.00 for the first $25,000.00 plus $3.00 for each additional $1,000.00 · or fraction. thereof, to and including $50,0QO.OO _ · . - $50,001.00 to $100,000.00 $187.00 for the first $50,000.00 plus $2.00 for each additional $1,000.00 or fractio.[); thereof, to and including . $100,000.00 . . $100,001.00 to $500,000.00 $287.00 for the first $100,000.00 plus · · · · · · $1.50 for each_ additional $1,000.00 · · · · · or fraction thereof, to and including ·, ., ... · · ,• , ,$500,000.00 .. ,. . · · . $500,001.00 and up $887.00 for the .first $500;000.00 plus $LOO for each additional $1,000.00 or fraction thereof .• ~-,. : .. ';.,.' ·--' --r. - , . . . . . . . ,-~,-........ ,,_.,=-----;"'" .. "'"':· ...... -.-:,.,.._;-::?""·:.~:--;""'""",,.a:.·-:-"~;~ ..... ....-nc~-.,~ .. '.'("" ........ , ---~' -- -___.:_..u._.::-==-. ·~-~--- -----1-'.J..!.---~·-~-_-z_7-' - ',f. .... -- 1200 ELM AVENUE . CARLSBAD, CALIFORNIA 92008 · <tCitp of QCarlsbab- County of San Diego ···Department o-f Sanitation & Flood Control S555 Overland Avenue, Bldg. 2. San Diego, California 921,23 Attention: .. Jack Thomas : SUBJECT: ·· Industrial Waste Permit· Application -S°q,...,.;1,o..s. l<es-tavro.,,+ -c~Asta.J Plca.u.. o.f!C. Gt ea .... , :o Rea.( Gentlemen: Jc.f'-'J~-en 1-fo..vio,it/ P.J .,.,. , ,.,. "J. . ' / • ,t , .... <t('/t>"' f\ • En'closed is· a copy o:f;° the application for an Industrial Waste Discharge Permit from the subject ap·plicant. Your review and recommendations ori this appiication will-:: .. be appreciated ·prior to the issuance· of a waste disposal;.: permit. Very truly_yours, .--9~-~-- .Po.r ·Tim Flanaga:n-. City Engineer enclosure: Application No. Cj&:,· /4 Building Dept. TELEPHONE: . (714) 729-1181 C ( . . · ,. APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT ..... ··,:·· ..... -·. :_.·;··· .. · :·. ··:;: ... ·:.:·',·CITY ·o'F. CARLSBAD .. ,:·,, .... ·• {f ~~!~~~~~~r:~=:~~;~;:·;~",J}:>-(:~%8,-;_.::··-•.•.•. :;f .L~-. · -rl:!.~:::i~:~:r·--• .-·-:~~>;•·.I-~j oat~ 1 In /7s: · 7 I ----~-------------------~-------------------.~-------~----~-----------------------. APPLICATION .FOR · INDUSTRIAL WASTE DISCHARGE PERMIT \ . A. -GENERAL: ' . ... . . Address 37/«:J· 2Me. s-t .· ~~-~v\?av&11 u. .. ~lc0 ~e lepho~e~, CR21,. fdlJ? ' Type of Busines~ : __ ·:@_e_!?_:t .... &!_U_'{,,,;r __ ~_-_·_. ------------------------ B. INDUSTRIAL WASTES AND PROCESS lNG:. General descriptiqn·of:chemical and physic~i chara~teristics of .existing . . propo~ed waste \AIA2'te. \JJ,11 \,ac ±'fF1uil Of 1klo;e -~ly ~es! _. · ... :·~ \ud-b ·i~VVA~ -~AJ«,,'s lt,JI \\\4:>t..n .11 l2!?0~l. ~~~ ltll+eit~ .: General descri_ption ~f process, . (If. applicab~e)--\kLa,~e tuJ\ \oe. . . ~-~-,,___--__.,...,,._.. ........ _.....__ ____ _ . . . . C •. WASTES TO BE DISCHARGED TO SEWER: Waste · · (Check One) Treated------ Untreated Quantity: (Daily) Applicant or .Representat~ve of Firm :t::?CXJ (;:a Wu.~2 at.J (Print)· Dat~: 7/iP/-ze , Attachment "C ''. . Avera.s-~ ___ GPD STEWART ENGINEERS CIVIL AND STRUCTURAL CONSULTANTS 330 EAST CANON PERDIDOJ SU1TE "F" . . SANTA BARBARAJ CALIFORNIA 93101 805 -965 -0567 STRUCTURAL CALCULATIONS CLIENT SHT __,;___ OF Z.4' t;, ?l"Do Of: l=A, C-AMl~O l<eA~ CAlZL-SBAO ) CA, BUILDING CODE UE3C.. 1 7(,c, So IL REPORT No, ~11,;1--1 J ~~?8 DATED 4-/-i ~I 7 4- BY: Lo\JJI-Jo"'{-~Av'DV~t5~ A~so. :SAt-..t 1)1rs6-0) CA, PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED AND DETAILED BY THE MANUFACTURER, SHOP DRAW- INGS AND STRUCTURAL CALCULATIONS SHALL BE SUBMITTED BY THE MANUFACTURER TO THE BUILDING DEPARTMEKT AND THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, ' ' SHT -'2. OF -- --PESIGN LOADS, ROOF D.L. (Main Roof) TOP CHORD Miscellaneous Roofing Plywo·od 3 PSF· 3 . 2 . .. BOTI'OM . CHORD Miscellaneous Insulation Ceili:,itg 3 PSF ·2 : ·7· Truss ·2 . . 10 PSF For roof mounted equipment loads, s·ee SHT. 3. For mansard loads; see SHT •. · 4. . 12 PSF LIVE LOAP = "..!2J2.. PSF BASIC WIND LOAD·=. ?5 PSF SEISMIC ZONE ·4 . Uplift at, roof .overh8:Jlg ( 3S ) ( 1.,0 ) = · ~-5,0 PSF Horizontal wind load on mansard ( !,'5 ) . ( ·1, 0 ) = 35 PSF . For mansard wind load reactions J see SHT. 4 .. ~1~TERIAL'DESIGN PROPERTIES· WOOD Studs · Joists Beams 2"-4" thick 611 or. thicker Posts· Plywood MASONRY Construction grade Structural_ g'rade No. 2 Structural grade ·No." 1 · Structural grade No.· 1 Structural grade No." 1 5/8" standard, exterior type., panel index 42/20 Fb = 1050 PSI Fb = 1450 PSI Fb = 1500 PSI Fb = .1350 PSI Fa= 1000 PSI. . ./ Non-inspected Inspected Hollow CMU, ASTM C 90., Hollow Grade N -- 'CONCRETE Footings Slab ·on Grade NO TESTING REQUIRED STEEL SOIL Structural Steel· Reinforcing Steel Bolts Pipe Columns · Fa d~,~PSF Grouted solid Structur~l grout F'c = 2500 PSI minimum F'c = 2500 PSI minimum ASTM A 36 ASTM A '615 Grade 40 ASTM A 307 ASTM A 53 Grade S '/ '-" ,, Minimum Footi_ng Width = _____ If' __ ,' .. ~· h 11_1'2 II Minimum Footing Dept :: ......_ __ 'D.;...__ below finish floor. Groundwater (was) (was Rot') encountered at I:$ ft. F'm = .1350 PSI 1F'rn·=:' 1500 PSI ptt;.·.==· 2000 PSI ·.,. ..... -:_;,:,\_:\: /i . • ~ ... • • # ; 1.-· . ',· • • ... I T '' ' , ' ' f!.oop:' .reAMIA./6 PLA'N . , \ ... ' . . ... , .. ... . . . ..:; _. . . . . A.C .. 4,~ ,,;..: : .... I ?,0;. IZ.. • -I /,0 ft:. ' - " ·,.\..: : ',:.~.1' ~~ . . .' . : . ·,·. •, . \ .. • "'r~·· ,w"• •,•,• :.· .. ·· ~;:. ·-·: .. •· 1" ,rl "• .... •:,_,., ... _.... -· .. --···· · .. ~:, r· , .. ~>i-l I J l l i I l l l '·• --r-· .. }· ... -•.,· ... ~ : .:_;;_•r-: .;·---~-· -· :· .. : -~~ .... ,: . /::.· . .. ~· : :J. . . .. ,.· .... --..... -, . •, ~-;\ .: . LATG:.!ZAL ....... l..''. l.OAOS .... ·-. . . -· ... ~--· . -,,:.. . -.~ ... ·. . '. -· ... .. . . · ..... ,. __ .. Vel277CAL ,·· .. :;,. . :~.:: ;~ ~oo,:,:;61. ··--~}o. 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' r ·\· ,' •. ·-~· t.1, 1,oo · 1..1wo .18 24' "qc ' ' i .., .. · -.... -.. ~U..w ~ "i~/0 · pt.-;:: -•. t ~ • •• . -· :;:. .. · ... ~~-~ .. -~ . •' ·-.! -: ' ·;:. < .' ( I ;.?J"?)( I 7 ) ~ '2-Z. tc . p-:,1 ! I , .... . : .· . ,, ·-~. ···.~~ :, . ·, . . . i-1 ~ ,:·. ·: ·:: ·: . . . : -; . ·-: .. l .: .. _ ·: ... : . :-, , . ·: ·-.,.. ':·'" ~ --. . . .. . . . ' . ...~ ...... .... ' :it./~-A.-~ C '?.4 fl o/v .. : :-'•'' ... : . . -.: . . ...... ~ .. \~ ~-... ,. _______ .. . . ... ' ' __ .. :~.' ____ .... . -· ~-~~-··?t-. ' :.: ] _ .. ,,. .'-f ·~- •, ~ ·::::.~.: .. ~ .... .. -- ~'\\\\(\ '\\'\ '' use · ·'It}' sirz.u~~ ·; w/_1t!J d C! ':.4:" ok .-- -. • ... - l1 l t ·,;,.. ,;, • i I I Morch 30, 1978 121-1, 2087 -...... Mr. Ron Roberts SGPA Planning & Architecture P; 0. Box 33326 Son Diego, Ca.lifornia 92103 . Re: Samba's Restaurant Site . •. . Carlsbad Plaza Shopping Center Carlsbad, California · Dear Ron: . En \\EC£D/ U . 01~ 1 ~· \97ti ,1:\, ,-{ J._ -•. In regard to the Sambo's·resfaurant site located adjacent to El Camino Real in the north- west portion of the shopping center we have no reason to believe that the subsurface soil conditions would differ substantially from those ihdicoted by the log of Boring 11 drilled for the foundation investigation report dated April 22, 1974. Accordingly, the oppropricite foundation recommendations presented in that report are, in our opinion, suitable for use in the design and construction of the proposed restaurant. If you have any questions, please coll. Very truly yours,· ROBERT PRATER ASSOCIATES Robert Prater, C. E. RP:jsr Copies: Addressee (4) 11585 Sorrento Volley Rood, Suite 101, Son-Diego, Colifornio 92121' • (714) 453-5605 JI •• JI n -~ n· .q •·-. .. • -.. }II Jig --~ ~-~ • ' . ~11 - . ~ ~- ~'.l ~ \ ti I . I I I ,. locn.unrey-H:DldtnM!r ~s;1u:iatea Foundation I Soil I Geological Engineers 11558 SORRENTO VALLEY ROAD, SAN DIEGO, CALIFORNIA 92121 April 22, 1974 S 121-1, S638 Alexander Hoogen Development Company 777 Silver Spur Road Rofling Hills Estates, California 90274 Attention: Mr. Bernie Svalstad JOHN V. LOWNEY, C.E .. PETER KALDVEER." C. E. ROBERT R. PRATER, C.E. DONALD H. HILLEBRANDT. C. E. 714 / 453-5605 /.· . . , . ..: RE: FOUNDATION INVESTIGATION CARLSBAD SHOPPING CENTER CARLSBAD, CALIFORNIA Gentlemen: In accordance with your request, we have performed a foundation investigation for the subject project. The accompanying report presents the results of our field investigation, laboratory tests, and engineering analysis. The soil and foundation conditions ore dis- cussed and recommendations for the soil and foundation engineering aspects of the protect are presented. · We refer you to the t.ext of the report fof detailed reco_mmendations. ff you have any questions ·concerning our findings, pf ease call. RP:rcs Addressee (5) Very truly yours, LOWNEY/KALDVEER ASSOCIATES fa Robert Prater cc: Maxwell Starkmdn AJA & Associates (2) Rick Engineering Company Attn: Mr. Richard Sloter (3) Vqn 's Markets Attn: Mr. Barney Sheri don (l) PALO ALTO/ OAKLAND/ MONTE;REY / SAN DIEGO , .- 1' {/ FOUNDATION INVESTIGATION· For CARLSBAD SHOPPING CENTER CARLSBAD, CALIFORNIA To ALEXANDER HAAGEN DEVELOPMENT COMPANY · 777 Silver Spur Road Rolling Hills Estates, California April 1$>73 I . I ~ n ·( --•• ~·. -:I -. ]I !.l 11 ~i ll -- 1 · ffi-ll ~~ l . ,. ,, letter of Transmittal TITLE: PAGE TABLE OF CONTENTS INTRODUCTION · SCOPE .. SITE INVESTIGATION A. Surface B. Subsurface C. Groundwater . D. Seismjcity TABLE OF CON TEN TS CONCLUSIONS AND RECOMMENDATIONS A. . EARTHWORK 1. Site Clearing. and Stripping · 2. Subgrade Preparation· 3. Excavation 4. Materials for Fi 11 5. Expansive Soils 6 •. Cotnpaction 7. .Slopes 8. Trench Backfill 9. Drainage 10. Construction Observation B. FOUNDATIONS 1. Footings 2. Building Floor Slabs · 3. Retaining Walls 4. Lateral Loads C. PAVEMENTS 1. Flexible Pavements Table l -Recommended Pavem~nt Design AlternaHves for R-Value 5 Material 2. Concrete Pavements for .T rvck Loading Areas FIGURE 1 -SITE PLAN APPENDIX A -FIELD INVESTIGATION · Key to Exploratory Boring Logs Exploratory Boring Logs APPENDIX B -LABORATORY INVESTIGATION Figure B-1 -Plasficity Chart and Dato Figure B-2 -Compaction Test Results · Table B-1 -Results of Swell Tests Table 8-2 -Results of Dry Density Tests APPENDIX C -GUIDE SPECIFICATIONS .,. SITE EARTHWORK Page No. 1 l , . ·. l 1 2 2 2 3 4 4 4· 4 4 5 5 5· 5 6 6 6 6 7 7 7 8 8 8 9 A-1 B-1 C-1 Jil 1· : I (I . INTRODUCTION FOUNDATION INVESTIGATION FOR CARLSBAD SHOPPING CENTER CARLSBAD, CALIFORNIA . . In this report we p·resent the results of our foundation investigation for the proposed Carlsbad Shopping Center to be located on the east side of El Camino Real between Hoyma~ Drive and Marron Road in Carlsbad, California~ The purpo~e of this investigaHon was to evaluate the foundation materials and to provide recommendations concerning the soil, foundation, and geological engineerir:ig aspects of the project. · · As presently planned and as shown on the Site Plan, Figure l, the ·proposed shopping center . will consist of a hardware, market, drugstore, bank and seven other commercial and shdp buildings •. The larger buildings will probably be one and two-story, masonry block and/or concrete tilt-up structures with slab-on-grade floors. Loads will be typical for this type of relatively light construction and will probably not exceed about 3.5 kips per lineal foot for perimeter walls and 60 kips for interior columns. Loading docks will be provided at the rear · of the market ~nd drugstore. Paved parking will be provided for-825 cars. Site earthwork will consist of cuts up to about 50 feet high in the eastern portion of the s_ite and fills up to about 10 feet deep in the western portion. Elevations referred to in this report are based upon those shown on the grading study prepared by Rick Engineering Company, dated December T2, 1973. SCOPE The scope of work performed in this investigation included a site. reconnai-ssance, subsurface exploration, laboratory testing; engineering anafyses·of the field and laboratory data and the· preparation of this report. The data obtained and the analyses performed were for the purpose of°providing design and construction criteria. for site earthwork, building foundations, slab-on- grade floors, retaining walls, and on-site pavements. · SITE INVESTIGATION A subsurface investigation was performed at the ·site on April 12, 1974 using a truck-mounted, continuous flight aug.er to investigate and sarnple the subsurface soils. Twelve exploratory borings were drilled at the approximate locations shown on the site plan to a maximum depth of 30 feet. Logs of the borings and details regarding the site investigation ore included in Appendix A. Details regarding the laboratory ·testing are presented in Appendix B. A. Surface· The site is irregular· in shape with a plan area of approximately 15 acres. The western portion of the site is rel.atively flat and low-lying wHh ground surface elevations ranging from about lown!y•Hnldveer llni:rtlah!J I ,· S 121-1, Poge 2 . . - Elev. 25 to Elev. 40 feet. The ground surface in the eastern portion of the proposed develop- ment rises steeply to abovt Elev. 100. A knob of high ground measuring approximately 350 feet long, 100 feet wide and 40 feet high is located at the south end of the site adjacent to · Marron Road. Although the shape and topography of the knob suggests the possibility of it. being· a stockpile of fill, based on our detailed examination of an old topography may and . cut-slopes on both sides of Marron Road,· it is our opinion that the knob is port of a hill- that was portialfy removed by the excavation for Marron Road. An inoperative well was· noted at the southwest corner of the site at the approximate location indi coted on the site pfon .. The site· is presently vacant and surface vegetation consists of a moderate to heavy growth of grass and weeds. · B. Subsurface The soils encountered in the exploratory borings consisted predominantly of interbedded layers of medium dense to dense sands,· silty sands and clayey sands, and stiff to. very stiff sandy and . silty cloys to the maximum depth explored of 30 feet. Loose sands were, however, ·encountered to a depth of 2 feet in Boring 8 and firm· sandy cloy/clayey sand was encountered between· depths of 2 and 6·feet ·in Boring 11 .. Well compacted fill was e·ncountered· in Boring·9 too depth o'f 7 feet and was probably placed in connection with the earthwork operations for the existing service station at the corner of Marron Road and El Camino Real. The sandy days and clayey sands have a low to moderate potential for expansion ·and on the basis of o labora- tory R(resistance)-value test, they exhibit poor subgrade characteristics with regard to pave- ment design. The sil.ty clays encountered in Boring 3 between a depth of 3 and·8 feet have a. moderate to high potential for expansion. The attached boring logs and related information depict subsurface conditions only o-t the specific locations shown on the site pion and on the particular date designated on the logs. Subsurface conditions at other locations may differ from conditio.ns occurring at these boring locations. Also, the passage of time may result in changes in the subsurface conditions due to en~ironmental changes. · C. Groundwater Free groundwater was encountered in Borings 1, 8, 10, and 11 at depths.ranging from 5.5 to 9 feet (approxim~tely Elev. 20.5 to Elev. 25). Slotted plastic piezometer pipes were instofled in Borings l and 10 to allow additional water level readings. The depths to groundwater and times of measurement ·are recorded on the boring logs. It must be noted that fluctuations in the groundwater level may occur due to variations in rainfall and other possible factors. D. . Scismidty Based on ava:ilable pvblished information there are no faults known to exist at the site and the nearest known major active faults are the Elsinore and San Jacinto Fault Zones, located approximately 24 and 46 miles northeast of the site, respectively. Although research on earthquake prediction has greatly increased in recent years, seismofogists hove not yet reached the point where they can predict when and where an earthquake wi.11 occur. lownev·!:lahl11~,,. Jinotla?cs I • ~ I . . I I I I' . S121-1, Page 3 Nevertheless, on the basis of current technology, it is reasonable to assume that the proposed development will be subjected to at feast one moderate earthquake during its design life. During such ·an earthquake, the danger from fault offset through the site is remote, but strong ground-shaking is. likely to occur. . CONCLUSIONS AND RECOMMENDATIONS From a soil and foundation engineering standpoint, the site is suitable for the proposed develop- ment provided the conclusions and recommendations presented in this report are incorporated into the design and construction-of the project. ·The opinions; .conclusions and recommendations presented in this report are contingent upon lowney/Kaldveer Associates being retai-ned to 1) review the final plans and specifications, and 2) observ~ site earth..york and the installarion of foundations. · · The primary features of concern at the site are 1) the presence of potentially expansive silty clays, sandy clays, and clayey sands, and 2) the poor subgrade quality of these same soils with regard to pavement design. Where these materials are· exposed at or ·near· the finish sub- grade level of building pads, the proposed building floors,could be subject to damage. due to heave of the expansive· soi-ls.· Therefore, on those building pods where ·such a condition exhts, H will be necessary to overexcavate the potentiaMy expansive soil~ and replace them with o · layer of non-expansive fi 11. Because of the poor subgrade quality of the above described soils, heavy pavement sections ·will be required where th_ese·soils are exposed ·at the finish subgrade surface. We anticipate that much of the material from the higher cut areas will be san·ds of substantially better sub- grade quality. Since most of the pavements will be in fill areas, the earthwork operations should . be carried out so as to provide the better quality sandy soils at the finish subgrade surface in fill areas. A detailed evaluation of the pavement design requirements should therefore. be made .upon completion of the earthwork operatio~s. · Also considered in our analyses was the presence of the loose silty sands in the vicinity of Boring 8 and the firm sandy_ clays/clayey sands encountered between depths of 2 and 6 ·feet in Boring 11. These materials will undergo settlement due to the Wetght of the proposed fill and building loads. Total settlements are estimated to be on the order of 2.5 inches in the vicinity· of Boring 11 and 1 inch in the vicinity of Boring 8. Because of the high sand content of these materials, however, mos·t of this settlement will occur rapidly and should be essenHafly complete by the end of building construction. Post-construction settlements of the buildings, therefore, are expected to be within tol.erable limits. Groundwater is not expected to be a l'l}ajor problem with respect to the proposed development. The highest groundwater level was found to be well below the proposed finished site grades and is not expected to rise significantly provided that adequate ~ontrol of _surface water run- off is ma.intained. Depending on the depth of pipeline trenches, groundwater may be encountered in the tren<:hes during construction. Detailed earthwork and foundation recommendations for use in de·sign ore presented in the follow- ing paragraphs. lowt?z:Q-Hold11z:z:r llnodat;:, I ~ 1.- l I I I r- 1· r- 1- t. r . I. .,.,. r ~ ~: 1. m ~ r §ii ~ r I ' ~ r . I . -l' I . ,11 $1 I" :D. r-· ffl ~ 1· I "' f t,j) i -~ ~ J ii Jffl I I ~ . r A. l. EARTHWORK· Site Clearing and Stripping S 121-1, Page 4 The site should be cleared of all obstructions and. misceUaneous debris. Hores resu-lting from the removal of buried obstructions that extend below the proposed finished site grades should be cleared and backfilled with suitable material compacted to the requirements given befow - under Item A .6~, 11Compaction 11 • After cf earing, the site should be stripped to q sufficient' depth to remove all surface vegeta- tion end organic laden topsoil •. At the time of our field investigation, we estimated that a stripping depth of approximately 3 inches would be required. The actual stripping depth should,, however, be determtned in the fief d by the soil engineer at the time of construction.· The · · cleared and stripped materials should be removed from the site. Alternatively, stripped top- soil may be stockp·iled for later use in landscaping, if desired. . 2. Subgrade Preporotie>n After the site has been cleared and any ·necessary excavations made, the exposed soils in aU · areas to receive structural fill should be scarified to a minimum depth of 6 inches, mois.ture c.onditioned and compacted to the requirements given below under Item A.6., 11Compaction11 • ;l. · Excavation, ·· · · · · Based on the results of our exploratory borings and-our experiences with similar materials, it is our opinion that the on-site soils can be excavated utilizing or-dinary heavy ·earthmoving · equipment. Some heavy ·ripping could; however~ be required in the deeper cut areas of the .site where very dense maferials may be encountered. Because of the granular nature of much of the subsurface soils, temporary .trench excavations Cilre likely to experience caving especially where the trenches extend below the free groundwater level. · ·4. Materials for Fifi All existing·on-site soils below the stripped· layer with an organic content of less than 3 percent by volume are suitable for reuse as fill~ The use of potentially expansive soils should, however,, conform to the requirements of Item A.5'., 11Expansive Soils'i. In general, we anticipate that most of the potentially expansive soils will be token from the cuts in lower portions of the site. soy below Elev. 50. Substantial quantities of lov.i expansion poten·tiaf sandy soils are contained in the higher cut areas immediately east of the main buildings. Problems associated with the czponsion potential and poor pavement subgrade quality of the clayey soils can therefore be minimized by first u:;ing the material from the lower cut areas as fill in the western portion of t0c site and then cappi:ng the fills with the more sand/soils from the higher cut oreas. . . Fil I material should not contain rocks or lumps greater than 6 inches in-largest dimension with not more than 15 percent lar~er than 2.5 inches. Any required import fill should be o non- S121-1, Page 5 expansive granul·ar material with a plasticity ·index of 12 or less. All material for use as fill . should be approved by the soils engineer. 5. Expansive Soils Potentially expansive clayey soils taken from the required site excavaHons sh~uld be used os fiff only up to within _12 inches of the design subgrode ·elevations of buil&ng pads. The pads should be capped with a· 12-inch minimum thickness of compacted low expansion potential sandy soi-I. . In cut areas where exponsive soils are ·encountered at the finish subgrade level on building pads, the expansive soils should be removed from within the building. area to deoths of between 6 and 12 inches depending on the expansiveness of the soil and ~eplaced with c~mpacted non- expansive soil. The determination as to the expansion potential of the subgrade soifs should be made in the field during construction by the soils engineer.· 6. Compaction All structural fill should be compacted to a minimum degree of compaction of 90 percen·t based upon ASTM Test Designation D1557-70. FiP material should be spread and compacted in lifts not exceeding 8 inches in uncompacted thickness. We estimate that the on-site materiafs will be subject to a Oto 5 percent shrinkage due to compaction. 7. · -Slopes Proposed cut slopes up to 60 feef high should be constructed to an inclination no steeper than 1-3/4 horizontal to 1 vertical. Fill slopes up_ to 15 feet high may be constructed to en iodina- tion no steeper than 1-1/2 to 1 • · It is essential that our representative inspect the materials exposed in the ·proposed cuts during the excavation work to check for any signs of potentiaUy unstable areas and to verify that the materials encountered throughout the excavations correspond to _those anticipated from our exp !oratory borings. Fill slopes should be constructed so as to assure that the minimum required degree of compaction .is obtained· out to· the finished slope surface. This may be accomplished by 11backrolling11 the slopes with sheepsfoot rollers or other suitable equipment in 3 to 5 foot vertical incremen.ts cs rhe fill is raised. · The project plans -~nd specifications should contain all necessary design feastures and construc- tion rqquircmcnts to prevent erosion of the on-site soils both during and after construction. 8. Trench Backfill Pipeline trenches s~ou!d be backfilled with compacted structura( fi II. Backfill materiaf should b0 ploccd in lifts.not exceeding 8 inches in uncompacted thickness and compacted by mechoriical · S121-1, Page 6 means to a minimum degree of compaction of 85 percent. In all building and pavement areas, the upper_ 3 feet of trench backfill should be compacted to a minimum degree of compaction of 90 percent. Trench excavations extending below approximately Elev. 20 may encounter free ground.waterwhich. would necessitate de:watering of the,. trenches during the pipelin·e installation and subsequent backfilling operations.· 9. Drainage Positive surface gradients should be provided adiacent to buildings so as-to direct surface water away from foundations ·and slabs toward ·suitable discharge facilities. Ponding.of surface water should not be al lowed adjacent to structures or on pavement_s. lO. Construction Observation Variations in subsurface conditions are possible and may be encountered during construction • . In order to permit Gorrelation between the. pref imiriary subsurface data ond the actual subsurface conditions encountered during construction and to assure conformance wifh the pfans and speci- fications, i.t is essential that we be retained to observe the site preparation, selection of satis- factory fill materials, and placement and compaction of the fills._ Sufficient notification is necessary to assure that our ~ork will coincide with the construction schedule. · · All earthwork should be performed in ·accordance with the Guide· Specifications -Sit~ Eort_h- work presented in Appendix C. I~ should he pointed out, however, that these specifications · ore only general in nature and that the actual job specifications should also ince>rpora-te oII rcqu!rements co~toine~ in the text ·of this re_port. . B. 1. FOUN.DA TIO-NS Footings/ We rc~ommcnd that the proposed buildings be supported on conventional, individual spread and/or continuous perimeter footings qcaring in undisturbed natural soil and/or compacted fill~ Footings should be founded at least 16 inches below rough pad grade or 20 inches below lowest adjacent finished grade, whichever is deeper. These d~pths take into account the expansion potential of soils that are likely to be exposed at the footing bearing level in spine buildings. Footings located adjacent to utility trenches should have their bearing surfaces below an imag- inary 1-1/2. horizontal to 1 vertical plane projected upward from the edge of the trench bottom. At the above. depths footings may be designed for allowable bearing pressures of 3,000 pounds· per square foot for dead loads and 4,000 pounds per square foot for combined dead and live loads with a one-third increase for al) loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. All co~tinuous footings should. be reinforced with top and botto~ reinforcement to provide strudural continuity and to permit spanning of local irregularities. Any visible cracks in ~ '· : :,.::! .•. J ~ f , r ,, ~ -m ~ J J . I' f flt_ •. , ir fl -' -· r - ~ ~ ~ [I ~T ~ S121-1,Poge7 the bortoms of footing excavations should be c::losed by soaking prior to placement of con- c_rete. To assure that footings are founded in material of sufficient bearing capacity, it is essential that we inspect all footing excavations prior 'to placing reinforcing steef or concrete. 2. Building _Fl-oor Slabs / :suilding· floor slabs may be supported on undisturbed natural soils and/or compacted. fill pro- vided t~e supporting soils possess a low potential for expar:ision. Detailed recommendations regarding treatment of expansive so.ifs with regard to bu_ilding floor slabs is presented above in ftcm A.5., 11Expansive S0Hs11 • Jost prie>r to construction of slabs,' the subgrade surfoc·es should be proof-rolled to provide a smooth, firm surface for slab supp<:>~t._ In areas where moisture-sensitive floor coverings such as vinyl or asbestos tile is utilized, 4 inches of free draining". rounded grovel such as 3/8.,..inch pea gravel should be placed. . beneath floor slabs to serve as a capillary barrier between the subgrode soil and the slab. · In order to m·inimize vapor transmission, cin impermeable membrane should be placed over : · the gravel. The membrane should be covered with 2 inches of sand to protect it during construction. The sand should be f.ightly moistened just prior to placing the concrete. The sand and gravel layers may be consider~d to be non-expansive ·fill.· . 3. Retaining Walls/ Retaining_ walls for truck loading docks must be designed to resist lateral earth pressures and any_ additionol_!ateral loads_ caused __ by surcharg~ loads.o.n the adjoining sl\:fb surface •. We. recommend that walls be designed for an equivalent fluid pressure of 35 pounds per cubic foot pfus· on additional lateral uniform pressure of 8H pounds per square foot where H = the height · of backfill above the top of the wall footing in feet. Wherever wa-Jls will be subjecred to sur- <;:harge loads, they ~hould be designed for an additional uniform lateral pressure equal to one- half the anticipated surcharge pressure. The .preceding de$ign pressures assume that retaining walls are restrained from ·movement at the top and that ·there is sufficient drainage behind the walls to prevent the buildup of hydrostatic pressures from surface water infiltration. Adequate drainage may be provided by means of weep holes with permeable material installed behind walls or by means of a system of su~drains. Backfi II placed behind the waIIs should be compacted to a minimum degree of compaction of 90 percent using light compaction equipment. If heavy equipment is used, the walls should be appropriately temporarily braced. Retaining walls should be supported on footing. foundations designed in accordance with the recommendations presented pi:eviously under Item B. 1., "Footings". Lateral load resistance for th~ walls can be developed in accordance with the recommendations presented immediately below under Item B.4., "Lateral loads". · 4. latcra I Loads / Laterai load re:;istance for the proposed buildings may be developed in friction between the bc,;c of the foundations and the supporting subgr~de. An allowable friction coefficient of 0.35 i~ recommended for use in design. loumev-:taldvi:~r Rm,clati?l I 1 ! I ' -~ I I I ---, ~-<:.J: ~ ~- S 121-1 1 Page 9 . TABLE 1 (Cont'd.) PovementComponenb Aggregate Aggregate Anticipated Asphaftie Base Subbase Pavement Concrete Class 2 Closs.2 Total Thickness location Life (Years) (Inches) {Inches) {Inches) (Inches) Truck Access 11 to 20 2.5 5.0 11.0 18.5 and Loading 2.5 14.5 · 17.0 Amas 6 to. 10 2.5 5.0 9.0 16.5. (T. r.== 6.0 2.5 13.0 15.5 for 20-year life) l to 5 2.5 5 .. 0 7.5 1'5.0 2.5 12.0 14.5 The traffic indices of 4.0 and 6.0 used in our pavement designs are considered reasonable va.lues for the proposed development and should provi-de the indicated pavement lives with a normal amount of flexible pavement maintenance. Selection of the design traffic parameters, however, was based on engineering judgement and not on on eqoivalent wheel load analysis developed from a traffic study or furnished us. Aspnaftic concrete, aggregate bases and preparation of the subgrade shouf d conform to and be placed in accordance with the Ca-lifornia Division of Highways, Standard Specifications, Januory, 1973 edition, except that the test method for comp?ction· should be determined by ASHA D1557-70. it is our understandfog that there may be a local sour.ce of decomposed granite which approaches the quality of Clms 2 aggregate base qt substantially lower cost. When rryore .detailed pavement design studies are undertaken upon completion of the rough site grading work, we will ·at that. tirr.e check into rhe dGcomposed granite alternative for the base materiafs. ·. 2.. Concrete Pavements for Truck loading Areas We recommend that concrete vehicular slabs for truck loading areas have a minimu~ thickness of 7 inches and be reinforced with 6x6-6/6 wire mesh. The slobs may be consfructed directly on the natural on-site soils provided the subgrade is scarified and recompacted to a minimum dcgrc0 of compaction of 95 perGent. These design recommendations are based on an assumed m,:;:ximum truck axle load of 1$,000 lbs. I I ]I· JI .11 J > - .I II ~ 1'1 ,[~ 1£1 ~ I - I -= -~ ~ - S121-1, Page 8 •· . Add.itional lateral load resistance may be developed in passive pressures acting against-' the footings. An ctllowaole passive resistance equal to an equivalent fluid weighing 300 pounds per cubic foot may be used in design provided the footings are poured neat against undisturbed soil. · c. 1. PAVEMENTS t=lexible Pavements A bulk sample of the sandy cloy/clayey sand surface soils at the site was obtained and an 11R11 (resistance)-vaf ue tesq:,e·rformed to yield data for pavement design. The results of the test · indicate an "R" value of 5 to be representative of these -soils. For the R-vafue of 5 ·we developed the pavement section alternatives contained in Tobie 1 below using Procedure 301-F. of the State of California Department of Public Works, Division of Highways. We have included pavement designs for pavement_ lives of ] ~o 5 years, 6 to lO years and 11 .tq 20 years. As indicated by the table, the poor subgrade quality of the sandy day/clayey sand soils will necessitate. heavy pavement sections where these soils are exposed at the finish subgrade •. Based on the resuf ts of ou·r field investigation, we anticipate that much of the material_ from the higher cut areos in the eastern portion of the .site will be sands of substant.ially better subgrade quality. Since most of the pavements will be in fill areas, we recommend that the earthwork operations be carried out.so as to assure that the pavement areas are capped with at least 12 inches of the better quality sandy soils from the.required cut area. Due·to anticipated variations in the c,1Jality of the materials from the cut area a detailed analysis (including_ additional R-value tes~s) of fhc sorfs actually comprising the pavement subgrade across the site should be made upon com-- p!ol·:on of the earth~10rk operations. In establishing the rough site grades in pavement ·areas, consideration· should .be given to the fact that the final pavement thicknesses could vary within a relatively large range. In addition, bids for the pavement construction woi:k shout d not be f-aken until the actual required pavement thfoknesses ore established upon completion of the rovgh site grading work. TABLE 1 RECOMMENDED PAVEMENT DESIGN ALTERNATiVES FOR R-VALUE 5 MATERIAL Location Automobilo Parking and · Traffic Channels (T. l. == 4.0 for 20-year ! if(!) Anticipated Pavement Li Fe (Years) 11 to 20 6 to 10 1 to 5 PavementComponenb Asphaftic Concrete (Inches) 2.0 2.0 2.0 2.0 2.0 Aggregate Aggregate Base Subbose Class 2 Class 2 (Inches) _(Inches) 4.0 5.0 8.5 4~b 4.0 7.5 .6.5 Total Thickness (Inches) . 11 .o 10.5 10.0 9.5 8.5 · · · lu(1mr.v·?!oldvi:r.r -~n:;1l11ti:s MINIMIJIII LC&&l&W~~lH.¢'#,t'l"fi'i'.~1~~~~~~--"2~~~~':. .. ""'J.~,<~!\,, ... ~~~~~1',.."'t',~~;,,..~7x~~~~.:.:~!.~~ri~o/-J I I I I I I; , . . -. ' I I I LEGEND Approximate location of on· exisHno well V . Approximate Scale (Feet) 100 300 500 · F: ,.;.:·t--. }'->··· ·: f· ·· :~ -;,· .... -~ . -: - 0 200 400 EB-1 i}-Expioratory boring location S-1 ffi. Sock sampfe location Foundation I Soil I Gcoloaical Englnocrs Base: A Site Pion by Maxwel.l Starkman AJA & Associates, latest revision .March 28, 1974. SITE PLAN CARLS3/.\D SHO:T!NG CENTER Carlsbad, Ca!ifon1it1 PROJECT NO. DATE Sl21-1 J\pril 1974 Figure l I l, I I ~ ~ f I . r I l I~ . ,- 1 - ' I ~ ~ r ~ -I I . I I. - ' . ) • ~ l D ¥Pl. -, a ~ . \ ' ·1·'. -·' -!.:.., -r - I . ~-r- [I -r - r~ l~ I El ~r A-1 APPENDIX A FIELD INVESTIGATION The field investigation consisted of a surface reconnaissance and a subsurface exploration ·program using a truck-mounted·, 8-inch diameter, continuous flight auger. Twelve explora- tory borings were driUed at the _site on April 12; 1974 to a maximum depth of 30 feet at the approximate locations shown on the Site Plan, Figure l. The soils in the borings were con- tinuously logged in the field by our engineer and described in occorqance with the Unified Soil Classifica-tion System (ASTM D2487). The logs of the borings as well as a key for soil classification are included as part of this appendix. The ·approximatE;! ground su_rface eleva- tions noted on the 69ring logs were taken from a grading study prepared by Rick Engineering Company, dated December 12, 1973. · Representative jar and rel·atively undisturbed samples were obtained from the exploratory borings at selected depths appropriate to the investigation. All-samples were returned to our laboratory for evaluation and appropriate testing. Standard penetration resistance blow·· counts were obtained in the borings by dropping a 140-pound hammer through a 30-inch free foll. A 2-inch O .D. split spoon sampler was driven to·a maximum depth_ of 18 inches and the number of blows recorded for each 6.:..inch penetration interval. The blows per foot recorded on the boring log represent the accumulated number of blows that were required to drive the last 12 inches. Where high ~esi_stances were encountered, the sampler was driven to the lesser interval indicated on the boring logs. Relatively undisturbed samples were obtained by driving a 2.5-inch I.D. sampler 12 inches into the soil using the 140-: pound hammer. Boring fog notations for the standard split spoon and 2.5-inch [.D. sampfers are as indicated below: · . . ' ~ · Standard Split Spoon Sampler 2.5--lnch I.D. Sampler An evaluation of the undrained shear strength and unconfined compressive strength of the more clayey soils encountered in ·the borings was made in the field using Torvane and hand pene- .tromct.er devices. The results of these tests are presented on the far right columns of the boring logs at the appropriate depths. The boring logs show our interpretation of the subsurface conditions at -the dates and locations indicated, and it is not warranted that" they ore representative of subsurface conditions at other locations and times. . P?.HVi/-\RY DIVISIONS GFlOUP SYME:OL SECONDARY DIVISlONS L -l-..J-··:-----r--~-:-:-----------------' G CLEAN G'vV Vvell graded gravels. gravel-s.ind mixtu:es. l:ttle or no RAVELS GRAVELS fines. ~ ~ c:: o MOR:: THAN HALF (LESS THAN Gp Poorly 1graded gravels or gr.Jvel-sand mix:ures. little or I w o 5 % FIN. 'ES) nq ,rncs. ~ O ~ N OF COARSE I (/) :C:: o FRACTION IS GRAVEL GM f @ c, ~ ):!;l LARGER THAN WITH · J I Z u. <C ti3 NO. 4 SIEVE FINES ~ ..J :c w oc < t-> SANDS CLEAN l; (.'.) ~ ffi . * SANDS ~ < I,.',! MORE THAN HALF ( LESS THAN ..,, ::X: r,:: 5·o,. FIN..,t:S) ti:: 1-:'.5 OF COARSE t0 -s UJ FRACTION IS . NO. 4 SIEVE SANDS WITH FINES GC SW SP SM SC Silty gravels. gravel-sand-silt mixtures. non-ptastic fin~. Clayey gravels, gravel-sand-clay mixtures. p!asti:: fines. Well gra.ded sands. gravelly sands •. little or no fines. Poorly graded sands or gravelly sands. little or no fines . _-Silty sands. sand-silt mixt.ures. non-plastic fines·. Clayey sands. sand-clay mixtures. plastic fines • f i ~ ~ Sry'!ALLER THAl't '.----,.---w· _..._._ _________ _.._ ______ ~---+--------------------_,... ! ML . lncr~<!nlc silts and very _fine s;inds rock f!our si::v or I (J)O~ 0 ~ (/)w!::! SILTS AND CLAYS c.:i,-ey fine sa:-:ds or-clayey silts \::ith s!•g~: pl-::i:;:d:y·. _ CL lnor~anic cla~·s of low t? medium plasti::ity. gra:..-e::y w ~ <: > LIQUID LIMIT IS clavs. sandy clays_. silty clays, lea11 clays. <-,;w o ::i:: ii5 ci5 LESS THAN 50% L!J z z ~ g <[ ~ ..J N c:: t-<: o· C, w ii: z C: w UJ z u: o~z :i: ~-~ I- SILTS AND CLAYS LIQUID L!MIT IS GREATER_THAN 50% • -0L Organic _silts and organic silty clays of low plasticity. MH lnorg,nnic silts. micaceous or diatomaceous fine sandy or s1ity soils. elastic silts. . CH Inorganic days of high plasticity. fat clays. OH· Organic clays of medium to high plasticitv •. organic silts. .l HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. ! D.EFINITION OF TERMS I ! l 200 U.S. STANa;'\RD cco11::c S!EVE .... ,.,. ...... ...., 40 10 . 4 CLEAR $OU.A.RE S!EVE OPEN!ll-:GS 3/411 311 1211 I I ~RAVEL SILTS AND CLAYS 1--------'-----.------+-----..------1 C0SSLES BOULDERS i FINE I COARSE SAND FINE I MEDIUM f COARSE , ___________ _._ _____ __.,_..._-________ ...,..._. ___ ....__~ ___ _._ ____ ....... __ __,_-1 I GRAIN SIZES SANDS AND GRAVELS BLOWS/FOOT t SILTS AND CLAYS . STRENGTHt BL0VVS/F00T t l I ! i l l I VERY LOOSE 0 -4 VERY SOFT 0 -1/4 0 -2 SOFT 1/4 -1/2 2 -4 LOOSE 4 -10 FIRM l/2 - 1 4 - s ME'DIIJM DENSE 10 -30 STIFF 1 - 2 8 -16 · DENSE 30 -50· VERY STIFF 2 - 4 16 -·32 VERY DENSE OJER 50 HARD OVER 4 OVER 32 RELATIVE DENSITY CONSISTENCY t Number of b!ows of 140 pound hnmmer falling· 30 inches to ·drive a 2 inch 0. D. (1-3/8 inch I. D.) · :;plit spoon (ASTM D-1586). . :tunconfined compressive strength in tons/sq. ft. as determined by laboratory testing or approxima:ed by the.standard penetration test CASTM {)-1586), pocket penctrometer. torvane. or visual obsen.-a:ion. l LOWNEY• ICALDVEEP. ASSOCIATES I KEY TO EXPLORATORY GORING LOGS Unified Soil Cl<1ssification System CASTM 0-2487) CARLSBAD SHOPPING CENTER I ! i Foundotion/Soil/Geofogical Engineers PflOJ(CT NO. · S17.l-1 Carlsbad, California DATE April 1974 Figure A-1 L _____________ ,___ _________ ,._ ______ -e-, ____ _., ______ ~ __ _._ ________ _,_,, I '.• 1· I . . . I' I~ ~ . r ffl r ~ -ti~ . . . ·~ r DEPTH TO GROUNDWATER 6. 51 A TD I BORING DIAMETER 8 Inches I DATE DRILLED 4/12/74 DESCRIPTION AND CLASSIFICATION Zw--;; o u,._; . C: i= z ~ 5.; t:J -·I !--., __________ , _ __,.._--r---i DESCRIPTION AND REMARKS SYMs COLOR BOL DEPTH ..J ~ ;5 (,") I-•• t. ;: ~ ::-. ~;:: SOIL (FEET) ;:; ~~g CONSIST. < ~z TYPE ~.., ~ a: 8. 0 u SILTY _SAND, fine grained CLAYEY SAND Passing No .200 Sieve = 48% .SZ Bottom of Boring --19 Feet Note: Slo.ttcd piezometer-installed to depth qf 9 Feet after drilling. I . · 1 No!e: n,e ~lrotificotion lin.-s rcprcs,:nt the npproximote !,,~:nmt:!?r/ bt:!viccn ,n~!t:rioJ type~ ond the tron~ition may ; l-,'!:' 'JtO'!!Jf')f. Fot1nclatio11 I Soil I Geological Enginccr:. gray- brown dark gray medium dense dense brown·_ .medium dense SM SC . ,.,. ·v [[. ,... -15 1l .... - ..... ---5 -[Z1· ... -41· 14 ,_ -.... .- L... .. .,__ 10~ .... - I",-- .... ..,.J .... --15 -1 -. -10 -- f--- '--20- ,_ - ,_ -,... - .... --25- .... - .... - --. f--- ,_30-. ... -.... -.... - ..... --35 - .... -,... - i-- ,_ - '--40- EXPLORATORY BORING LOG CARLSf3AD SHOPPiNG CE~ER Carlsbad, California , __ P_R..,.O_J_E_C_T_N_O_. __ ,l'--__ C"_1-_\ 1_·E ___ -1 E30RiNG l S121-1 f ApriI·197•f NO. 5.o+ I I ,. 9.0+ DRILL RIG Continuo.us Flight Auger SURFACE ELEVATION 40'(Approx) LOGGED BY MRO _;JEPTH TO GROUNDWATER Hole Dry A TD BORING DIAMETER 8 Inches DATE DRILLED 4/12/74 I Zw-I . DESCRIPTION ANO CLASSIFICATION Out-= . r:: ;: z ~ c:: - DEPTH UJ < < ,.n w .... J ... ~ I ' c.. :::: ,_ > (FEET) ;; .... U) -< .... SYM-SOIL < w;;;o :: z DESCRIPTION AND REMARKS COLOR CONSIST. U) z::., .J 0 SOL TYPE tc:9 u -V SIL TY SAND, fine grained brown medium SM . ~ -' aense - SAND, fine grained brown medium dense S.P I-..; -...... C!.A YEY SAND, fine grained lig·ht · ·medium SC ..... 5 -IT gray & dense . ,_ -29 13 brown ... - '--... - ---------f---+---4-----'-~--+-'---+-'--l~ ~rr 41 b fine grained light dense SP 1-- ' gray ._ _ ! ClAYEY SAND, fine groined __ _.__1-l-ig_h_t ____ ,d_e-ns-e---i----,S-C--+-... 15 -=rr 34 f Bottom of. Boring = 19 Feet · · I .. Note: -The strotiricotion lines reprc~ent the opproximo!e bc.un&.,ry between material types and the transition may h~ nror!uol. . Foumfotion I Soil I Geologic.ii E11gl11ccrs gray _ ..... - ..... - '--20:-_ ,_ - ..... -.... - ._ --25 - I--..., -.... - 1-,---35 - ,_ - ~ - L--... - -40- EXPLORATORY BORING LOG CARLSBAO SHOPPING CENTER Carlsbad, California PnOJECT NO. DATE 80fllt\:G ;.-----'----J---------l '2 S 121-1 Aprit 1974 NO. . i i I I ·1 ! i j I t ? DRILL RtG Con~inuous Flight Auger SURFACE ELEVATION 46 '\Approx) LOGGED BY l s-r.Pn-t TO G!10UNDWATEn Hole Dry A TD BORING DIAMETER 8 Inches DA TE DRILLED 4/12/71, ! . • . ~l ______ o_E..,...s_c_,R_1r_T_10.:.,_N_A_N_o_c __ LA'--S-S,-I_F_1c .... A_T...,.IO_N_-,--~-,-,--i DEPTH j DESCRIPTION AND REMARKS 1'6t COLOR CONSIST. :~~~ (FE:T) CLJ..\YEY SAND, fine grained brown · medium , SC ,_ de'nse V - .... - - SlLTY CLAY ~CL... _ Passing No .200 Sieve = 84% gray-. very brown . stiff. ..... ·5 ·-"'7 33 ~ .... 16 - -l CLAYEY SA~D, fine grained brown very SC L _ l · -----1---+----_d_e_n_s_e_-i----+-...._ 1 b -LL 1 ·SiLTY SAND, fine to medium brown dense SM-,-- graincd SP .... - I ::;..1\NDY ·CLAY with occasional. thin very st:ndy layers I BoHom of Boring = 24 Feel I I Nate: 1h,;, ,tr-.,tificction line, rcpre~.-nt the opproximat~ ! !,,,,,nd-,ry !:elwce'> mc:tcriol 1-/P'-" and the !romition r.,ay { i~,~ ~;r'=r:•1"11. g.ray..,. brown very stiff .. CL --.. .,.. 15 --.... - ,_ -.... - '-20 [l ...,.. - .... -... - ,_ 25 -... - I--.... - ,_ - ~30-.... - I-- ,_ ._ ,_ - .... 35 - ,_ - ... -... . -... -. '-40- 55 33 I 26 3.0 .. ! 7 17 3.6 I EXPLORATORY BORING LOG Foundation I Soil I Gcofogic,,f Engincors CARLSBAD SHOPPING CENTER Carlsbad, Ca Ii forriia ~-P_R_O_J_EC_T_N_o_. ----...:----D_A.,...TE_· -.,...---1 E30F;t:-...G " ..) NO. S121-1 /\pril 1974 I I i I I I 5.0 l t I -I I ! i i I i i I ! i I I .f I ! .i ;r:,;; ~.-- t.~ - rn ~ I I • • I ~ --... • _I fa N • ~, -- . 1 ~ ~ l. I j ~ • . , •.. ~ ~L I ~ j,. . ' . ~, i DEPTH TO GROUNDV-/ATER Hole Dry ATD j SORtNG DIAMETER 8 Inches j DATE OR:LLEO 4/12/74 11~_;___·_"--__ o_E_s_c_R_I_P_T_lo_·N_'_A_N_1o_c_LA_s_s~1-F_1c~A-T_1_0_N_-r-___ ...,.._-; DEPTH I . SYM-. . • . SOIL (FEET) j DESCRIPTION AND REMARKS BOL COLOR CONSIST. TYPE ,... V -LL· ! C Li--\ Y~Y SAND, fine grained I I ' SAND, fine groined ! CLAYEY SAND, fine grained j I I 2o7tom -of Boring = 14 Feet' ! ;·--Jote: 11x" denotes jar sarnplc ob~o i ried from auger cuttings. .. . . ~!o•e: The ~!rotificotion lines re;:,re~en~ the o;:,;:,:-oxir.io!e . :=lj:.:P".~~!""/ l.1!!";1ccn material ·types enc! the tron:;.ition may :_ .. :;,-:,!-,,.,,. founcf;i/ion I Soil I Geological Engineers brown fight gray& brown gray- brown I m~dium SC .... 25 dense -medium SP --dense -- -5 -X '-"' . -.... -I -I ,. 1· 5,,... , mecrum \... '- i ,-L,,.-.so I ~-;i ,.... 23 16 .... -- ---I I -·15 --- '-- I--'-- '-- ,_ 20- .... - \... -.... - '--.... 25- '--.... - '--. '-- -30-... - ,_ -... - .... - ._ 35 - .... - '-- .... - EXPLORATORY BORlNG LOG CARLSSAD SHOPP[i'-:G CENTE~ Carlsbad, ·Colifornicr l• __ P_n_o ___ J_t_c_T_r,_·o_: __ }-1 ___ [_',_:\ 1_E_----11 Gom;,,:G · S121-1 .l\p:-il E'7-1 ~0 -.. t r i t l ' .. .. I t I .. f i I 9.0+ l i I ! I I I I I I- I ti r ~. Q ~ I I I I I I J I I I l. I l fa ~ l I ~ I 19 ~ • • b I _L IJ • I t1 ~ ·I ' .._,. .._, I -~ I -' ' J I _..,. .._. '-' ,._..., ,_, ' CC?7H TO Gf10UND\VJ\TER Hole Dry /\ TD I DORING DIAMETER 8 Inches I DATE DRILLED 4/12/74 ! r · DESCRl?T~::::::~::~:D ~LAS::::A ::~OR J n ~ j In '; BOL c:: ::, ,., ~~~ . ~ 't:' ~?$~ DEPTH C: $~'ll ~~ ·-.• > ~~ .. ·(FEET) ::: :-... ~> SOIL < ~Jg ..-z CONSIST. TYPE , •. :; Q u ·--'----------~------i--,.-;.-,----.:.,..-+---,-----,,--:----l..,....,c--,H-1-.,--+------'1---..,.__-----....:..-" ·~ , ·V JJ_I I i 5.r.'.-.NDY CL/-\Y, fine groined. ! ?cssi:"'g No .200 Sieve = 51% I S,1.\NJ, fine arained with I V ' ! ·, occasional silty loyers ! (grodi!1g fine to coarse grained) ! j '.:.orrom of Boring = J 1.5 Feet I ! l 'i .. I I i i I ; i ' l !'Jot~: rhe :tr?!ifiec!ion line: rc-p:-c:'!nt :he o;,?roxirna!e :-"/>~Jr.';or1 h~: nc,:n m~:-e:-iof l'-/?C~ and' the tra,,sition may :0':! G''l-!·1ot .. Foundation I Soit I Gcologicaf Engineers 1 orown medium dense I ight medium gray & dense brown ·dense · light gray '- c.. 7 ... -.... - . c.. 5 -[( ~ . - .,_ - ·~ - lw - l ""-.- .._ ,.., ... : ..... _i ~ 35 -~ - I--' ._ - 12 15 I 36 9 I 40 ' EXPLORATORY BORING LOG -CARLSBAD SHOPPING CE0-· Tt~ Carlsbad, California l--P_R_o_J_EC_T_N_O_. -+-----'D~J\-TE __ -1 ~o;::;1:\G S121-1 Apri I 197 4 -----------..--'------, ---------- i I i I I I i I I ! ! I ! i 5 I l l • 1 L I < i i I ! f C[?TH TO GROUNDWATER H~le Dry ATD j BORING DIAMETER 8 Inches I DATE DRILLED 4/12/74 ! 1 :====.====D=E=S=C=R=l=P=T=IO=N=A===ND=C=L=A=S==SIF=l==CA=T=IO=N========:;=====::;=!:i:=., :::;f=g=~=~=. ;::=c:=-~=, =_;===::=3=. =::;:1= ::;==~=. ::==l :, __ ·------------------'---r-..,.....------..------,,------1 DEPTH· :J ! :; ~ ;.,~ ~ ~ ~ ;:: 'f:. ::-•:: ::-:::, = (FEET) ~ . . t;; ~-6 ~ ~ ~ ~ 2 ~ f ~ ~ ~ ~ u1 ~;5 ----o ~~5;>--,~i~-DESCRIPTION AND REMARKS SYM-COLOR BOL SOIL CONSIST. TYPE --c..---u c::: •=u l'-'-------------~---------+--+----+-----l--+-......f-v=r-_-tl-r--t----l--~------4.__;--, ! S: LTY SAND, fine grained brown dense 37 f I I SM - 1c:.A YEY SAND, fine• grnined _ ~ . j S1\NDY CLAY i I I- ' ' l ~ot-;o;;i of Soring = 14 Feet ' i l I ~:?!e: rr:,e ~trotific<ltion lines "'?reient the cpproxim'!lte !°.r.•.;,:<;.i-:ry ;;,:!"ween mu~eriol types ond rhe tron,,ition mcy ·.,: :_:u;.r:v~;! - Foundation I Soil I Gcofogic:il Enalnccrs gray --l l - gray- . brown brown medium dense very stiff SC . . CL I-- -.... ·-i--~-=[ ·_ 19 ----... ---10 -l -20 17 I--.... - """' 15 -I ... - '---.-I ! -- '-- -20- ~ - ,_ - I-. - I-- ..... 25 -.... - I-- ,_ -. '-- i-30-..... - ~-- ~ - .... - f.--35 -... - I-- .... -... - 1-40- EXPLORATORY BORING LOG CARLSBAD SHOPPING CENTE1' Carlsbad, California 2.6 ! PROJECT NO. DATE BOR!;'l!G S 121-1 Apri I 1974 NO. 6 i t. I ! ' I I I ; I I .. . .. ' I 6.4 I .r.::r.PTH TO GnOUNDWATER Hole Dry ATD I BORING DIAMETER ., t DESCR!PTION AND CLASSIFICATION . ·.j DESCRIPTiON Ai'iD REMARKS ! .; : :3A;,-,;D, fine ro medium groined . l I I . ' I SiLTY SAND, • i i .; ! i l ! . i I I l I I i 1 fine grained SYM-COLOR BOL brown brown CONSIST. medium dense medium dense. very dense ·· 8 Inches I DATE DRILLED Zw-. oui-: . C: ;:: z "-E;: DEPTH l.!J c2 ::~ .... .... z C. I-U):; ·w SOIL (FEET) :;; w;;; 0 ~~ < TYPE" (/) ffi~5 ~ C. -u -V SP ... --- I--... -.. . . - I-5-[ .. 22 - SM ... - ,_ - .... - ,-10-. ... - I--.... ----15 -[[ 54 9 I--; .. .. -_; -· - -- ' ---------------"--+--+-...---,.-----+------J 20-j i S,t..~..._: D, fine groined I ight dense j . . brown i I t '· i I i I I (grading very hard drilling) ! 3ot~o:-:-i of i3or:ing = 30 Feet SP ..... ... ... ... -,_ ---. ,_ ... '- ... -- - --- 25-[I 35 -- -. -,., .,) - -..,. -• . 35- 11/1t.U i 4/12114 I I I I I ! I I ; I ! N<>le: :n,e strati!'icoHon line~ rc•present the o;,proximote f J -- -- ·1-- ,_ - l· i,:,ur,,!-::ry bc:!ween rr.-,:cricl type~ end the lromition may ·j f l !,,. -;··:,,~-,r. ! I -40- ' t i EXPLORATORY BORING LOG i I ~: r.:::: 7-:: c.;'.:'.;;2~; ,r;o,zr!;,["<!5 CAR LS ~~'~,i~: ~ ~ ~ iir~n~! N Tc R l I . ! ro1111<f:,tio11 I !;oil I c,iotoair.;,f E,,ainncrs I I l l-'-_P_n_,o_J_c __ c_T_N_o ___ . _-}-___ c_1,_i\_TE_-__ _, BOH[i-.:G 7 / 1 5121-1 April 197•1 NO. 1.· t~ ___________________ ___._.;_.. ______ .,__ _____ ~_.,__ ____ -___ __, ~ fa l_ jJ 1 I ~[ ~ n ·1 1· 1-.:. nt -. •·· i~ ---- DEPTH TO GROUNDWATER Hofe Dry A TD 1· BORING DIAMETER 8 Inches . DESCRIPTION AND CLASSIFICATION r; i . .1~;-------------------.----....-------.---1 DEPTH I I SYM SOIL CFE~T) DESCRIPTION A~D REMARKS BOL COLOR CONSIST. TYPE 1 • .. ! 5•: -.y "A.ND j : '-l ::,, I 1 fine grained light medium SM .... ---..... i.- I gray & dense brown -_._._ .(WELL COMPACTED FILL) ~ j Si·LTY SAND, fine grained \ i ; . l j I i t 1 I . .j f,-::>.ttom of Boring = 15 Feet ' i l· ! I I .. .. t ! t•:,:,!e: The slro:ifkotion lines represent the approx Imoto ( !..-,•,mfory bet'llccn m,:,:eriol type< end the transition moy { i.(: :'.jf1J•1•J"Jf. light brown light gray medium dense '' .... ,_ SM-... SP. - .5 -[ - - - - f-10 -LL ,_ ,_ - ,_ --- 15 '-------- "-20- ,_. - '"" -.... - .... - .... 25 - .... - -- -- ,_. . - -30-.... - ,_ .. .... - .... - -35 --- -- ,_. - .... - ---AO- DATE DR:LLED 23 15 17 .· 22 21 I I ·I I ·I f . EXPLORATORY BORING LOG CARLSBAD SHOPPING CENTER. Carlsbad, California Foundali'Jn I Soil I GcoTogic,11 Engineers PROJECT NO. DATE DCRI:-XG S121-l April 1974 t-:0. /4/12/14 I 9 . i I t l . I I f ii _r b ' I r -~ r m ~ _J • iq J •• " , J 11' "it i' J I J- I . . -. -- l I ' l I . ~ . ' -. . . ,. ti ;a. b ~ r -~ ~ I' .... -u I.., ..._.1_ ... ..,., . i c'!:rn-1 TO GROUNDWATER 9 .01 ATD BORING DIAMETER 8 Inches DATE Di1lLLED l DESCRIPTION AND CLASSIFICATION c:: w i. ____________________ -..a.-,---,.----,------r----1 DEPTH J !I. l 1. DES.CRf PTION AND REMARKS I • C: • ~ I D f" . .. cl. -1-.,:-\1; , 1ne ,o me ,um I I SANDY CLAY SAND, fine to medium grained i SYM-COLOR BOL 'light. brown dork gray- gray SOIL CONSIST. TYPE loose SP medium dense stiff CL· .. . ,. mea1um SP dense ... ..... ..... ... ... I- ,__, ,__, ..... .... .... (FEET) :.; < U) r.. --.._.__ - ---'-- - 5 -[I -- - - 10- -- - 7 13 14 ' 2 '----------------------+--+-----1---.....+--lc-! -:;At...;:)y CLAY - i i I i I I I ! I I ·20-ttom of Boring = 16.5 Feet l Nole: The ~!rotHicotion line~ iepre:ent the approximate i ::z;u~-iery be!wecn motcriof ~yp~s and the transition may I ~~:_!"';,!•.;"JI. i I I i I l Fo,md.ifion I Soil I Gcologicnl Enqlnocrs gray very brown stiff Cl '-15 -T ..... -34 ..... -.... -... - i-20-.... --... -... - '-- .... 25 - '----... .-.... - ...:.30-- ,_ - '--.... -... - --35 - : I>-' - '-- '-- -- -40- EXPLORATORY BORING LOG CARLSBAD SHOPP! NG CENTER Carlsbad, California .,__P_R_o_J_EC_T_N_o_. ______ D_A_l E_----! P.OIHN\.~ S121-1 April 1974 NO 4/12/74 2A 3 .. 6 l i i I I 14.0 .. I l I i ! I l ! I ·-1 ! 1 ! : i i I I I l 7.2 I t I I I l _..,_,u,~,...--.,. l 8E:?TH TO GROlJND,~/ATER 6.5'(See· Note 2)1 BORING DIAMETER 8 Inches I DATE DRILLED 4/12/74 C: !-'------------....-----,---.-----.-----.----1 DEPTH ~ i ocscn•p-ro" AN"' RE' ARK SYM-COLOR CONSIST SOIL (FEET) ~ DESCRIPTION AND CLASSIFICATION i '-"' l • 1~ 1 'u -,,/, S SOL 1 • TYPE t·, SlLTY SAND, fine grained ! S1~ND't CLAY i I 'l ! l i j ; 1 i i i I l i : I ! i ! l t ; j ! 1 ! I i l i I I I ,; I I I ' " ,_. ,. b • -11 5 .. I. :.:o,;om or · cnng -• r-ee, No~es: 1 \ o· ,. .. • ,. 11 d t d t' 1 1 1ezome,e. ins.a e o ep n ,.... 9 Feet ofter dri!l ir.g. 2) Dcprh to groundwater esfab- ; ishcd on 4/17 /7 4. N?!e: l'i:e s!rotifica!fon lines repre~ent t!ie cpproximote :/.;:;'';'?!')' hctween r.-ia~eriof types !::nd the trcnsition moy i : .. ,. :::,;,;•J'lt. . . . I Sl.. light brown c;Jark gray ray-rown - medium SM-f--v -lJ_ dense· SP ,_ _ -- stiff CL -- -· 5· -I ---- ..... --- very ,-lQ t stiff -- ,---- -- ,-.. 15 ---- ---- -- -20-· -- I------ -25 - -- ·-- -- ,_ ..:. ,-30- ,_ --- --_. - -35 - .... - ,_ --- -- -40'-=-- 19 14 19 17 16 : r I . ; i I EXPLORATORY -BORING LOG Four.elation I Soil I Gcotogic,,t En1inccrs ·-.--"··-· CARLSBt\.D SH.OPP-ING CENTrn Carlsbad, Colifor11ia 1---P_R_O_J_EC_T_N_o_. _ _,... ___ o_,_, 1_·E __ --l BOr;?:'1:G S 121-1 Apr i I 197 4 NO. I I .. J 1.5 l ! i 3.0 I I t I i ·1 I I ! . I I I I i i l . I I i l I t l i ! i l I I i I I ' l 3.6 6.0. I ! i· f ! I I I I ,· I t1iTT!ITOOnOUNDWATEFi 5.5' ATD I BORING DIAMETER 8 Inches -, DATEOi"l!LLED ~/17/74 I , .. -================================;:::=::::::::=;::::=;;:::::::=:::::;:==:;:::::;:==;;::::::==it j=-- !· DESCRIPTION ANO CLASSIFICATION ~·----------------...---.-----...------.----1 DEPTH i . I DESCRIPTION AND REMARKS ; ICU\ YEY SAND, fine graine<;l SYM-COLOR SOL ;- 1· 1 SANDY CLAY-/-_C_LA_Y-EY ___ S_A_N_D_--1--1-dark gra:y light brown l !· 'Licvid Limi-t = 31%. j Pi;s.ticity lndex = 16% ! ?cssir.a No .. 200 Sieve = 49% l ,J i i l i · t i -~ Sotfom of Boring = 11.5 Feet I I I. [ i ! ·! ! , I j 'I I t-:'=J.te: Th~ ~~rotHicotion Jin~s represent the opproximo!e ! ~ . .-::".;"",;!";;/ be:-11ccn mo:ericJ type~ and the tronsitjon may i _._,. 'J"''~,-,1. .sz CONSIST. soil TYPE medium dense firm .. stiff veiy stiff SC SC (FEET) .... "- ,_ - I- .... I- - - - - 13 ·a· 8 ,:.. I-10---:--i - I I· ls - - -I ... 15 - -- ,_ - I-- I-- ~ -... - '-- ...;. ·- -40-- I ' I . EXPLORATORY BORING LOG 6.6· l.O· 2·.2 CARLSBAD SHOPi'ING CENEi, ... Cmlsbad, Col ifornio rmmd,,tion I Soil I Guolo!]ical Erralncc,rs !--_r_n_O_Jt:_-c_T_N_O_. _____ D_A_1 f_: __ --l UOnJNG S 12"1-l Anril 1974 ~0 . 1 l I' ·---.-------···--.----·-·-- i i I ! ! ' I ! I i I ! i I I I I ! I t I I 1.4 2·.4 5-.0 - I I ; I ! l I .. UGGED BY Ni:< U ['f:PTH TO O:i()UND\'\/1\TER Hole Dry ATD I BORING DIAMETER 8 Inches f DATE DRILLED 4/12/74 ·I • Zw~ ~ ! , DESCR!PTION ANO CLASSIFICATION ou...: ~ a: ;::zlL. a:;: w <<;;; i I DESCRIPTION. AND REMARKS i SYM- BOL I 5::..T\' $;\ND, fine groined !-----------------1----' i SAND, fine grained ·i (g·r~dir.g · fine to coarse groined I b.elow 4 Feet) I . ' COLOR brown brown .. CONSIST. SOIL TYPE medium dense ~ medium SM SP dense .. DEPTH • ..J lU z C. cr1-> ~w· (FEET) ::!: ,_ II) .... UJ -o ~z < z[:3_, II) 0 . n. ~c::8 0 "' - I--.... - -- i-. $ .-.. . . ,_ -... -.... -.... -! ' =============t:=;::t=====~=====;;==r 10 ! :3,o.Hom of Boring = 10 Feet I I l ' N-:;f.-: The $lroli(i!-'alion lines represent the approximate lr-·1,.r!·:•y te?·11et!n ml'J!cri~I types and rhe transition moy ~, •;t'1-!-;•J1. Founrfa:ion I Soll/ Gcologlcnl Engineers , ... : -.... - ,_ -..... - ,_ 15 -.... -.... - ,_ -... - -20--- ,_ .. - I------ ,_ 25 --- -- -- .... -. -30-.... -.... -.... - ,_ -,_ 35 -------. '-- '--40- EXPLORATORY BORING LOG CARLSBAD SHOPPING CENTER Carlsbad, California 1---P_R_O_J_E_C_T_N_o_. _ _.. ___ o_A_T_E ___ ..j BORING S 12 l -l Apr i I 197 4 NO. 12 ti ~ I lfil ~ I ~ r I ~r .. ~ g ·1 ti . I ti ~ ~ • ' . B-1 APPENDIX B -LABORATORY INVESTIGATION The natural water content was determined on seleded sampf es and is recorded on the bqring logs at the appropriate sample depths. One Atterberg Limits test and four No.200 Sieve tests were performed on selected samples of the more clayey subsurface materials to determine the range of _water content over which these -materials e~hibit· plcisticity" and· to classify :the' ·soil-acco'tdirig· fo the 'Unified Soif Classification· . System. The results of the tests ore presented on Figure B-1 and are also recorded on the · ·boring logs at the appropriate sampf.e depths. A compaction curve was performed on a representative bulk sompf e of the on-site surface soils. The results of this test are presented on Figure B-2. Three swell tests were performed on selected und'isturbed samples of the subsurface materials in order. to determine. their expansion potential. The results of these tests are presented in Table B-1 ~ Two dry density tests were performed on selected samples of the subsurface soils to obtain addi- tional data for analysis. The results of these tests are presented in Table B-2. An R-value tesf for use in pavement design was per.formed on a bulk sample of the on-site surface soils. The results of the test indicated the soil sampf e to have o design R-value of 5 .. i ! i I ' i l I J . I i I I ' i I I i t I i i i I l I \ t ! / ;, . ' ! i ' i . I I l ! ! ! j ' ! I ! j i ! ' l l ! I I j i j i i f i ! ! 60 50 ~ ~ I V J 40 X I UJ 0 -,. ~--I : 30. >-r () i= CJ) 20 <( _J ~ 10 7 fci:=-~Ai 4 ._ ______ 0 0 . 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT c%; KEY i · NATURAL PASSING UNlFIED BORING SAMPLE LIQUID PLASTICITY LIQUIDITY SOIL sv;1isoL NO.· DEPTH WATER LIMIT INDEX NO. 200· INDEX CLASS!FICATION CONTENT SIEVE SYMSOL { feet) % % % % i .. e EB-11 5-6 23 31 16 49 · 0.5 SC* EB-1 5..5-6 14 --48 -SC* EB-3 5-6 26 --84--CL EB-5 l 15 --51 -Cl .. S-2 ----44 -$;\.-\* ·-"Symbc ! for cocrs • grained s ii used si1 ice r ess th m 50% pa< sing No .2 DO sieve. .. PLASTICITY CHART.AND DATA [:::::::~;n:~:~i:~2::r ~i§~~a[Jir2s . CARLSBAD SHOPPING CENTER Carlsbad, Colifornio Foun1ation I Soil I Gcologlcal Enofnccnt PROJECT NO. DATE S121-1 April 1974 Figure B-1 ril u• J. Ila l . mil ffl\l _ll i"-. l • 't .. I . r I·. ~f- ~-• . t I -:1 a ' il I· • . . ]_ I l ~ f~ . . ij .. a ~ I ! S-l ., ;I 'i 0-1 Gray-brown CLAYEY SAND, fine grained I I· ...._~-'--------'--------------------------1...---1.--___!--__,:I i I I ! l '. • I l i. ., ! I j. j l i ..... u 0. >-1-'- -i25 120 V> 115 ~ ,,_ w .0 >-. 0::: 0 no i i LOWNEY . Zero Air Voids Curve / { ) Sp. Gravity =.2 .65 I \ v·: I I V I I . f I l I I I ! ' ! I I i i I l \ ! I I \ l i i I I I ' I ! I I i I I I _.,..q . I ' l \ .. I I I ',/ \ I I ! Je. ' I i I I I .,.:ta' ,·· I ! \ I I l I I \ I I I I . \ I I ' i i I I ! ~-\ r ' ! : ! i i i I I \' I i ! I I I i I ! I I I i i \ i I . I 1 I I ! ' . I I \ 1 I I I \ . f . I I ' I I ' \ I i I i 1 I \ i I : ' I . i I I \ . I I , ' i ! I \ i I 5 10 · · 15 20 25 MOISTURE · CONTENT % OPTIMUM WATER CONTENT% 14.0 MAXIMUM DRY DENSITY, pc f 119.5 i I IT_EST DESIGNATION ASTM D1557-70T COMPACTION TEST RESULTS KALDVEER ASSOC.I ATES I foorldr;lion /Soil/ Geological Engineers CARLSBAD SHOPPING CENTE~ ! l I· .. Carlsbad, Col ifornio I PROJfCT NO. f D,\!E I :--,:,\.\ i,: .. i l ~t:ll-1 I /-\pril IY/4 I ., D-,L ' .. , .1 \,'"\ I t ! t l ' I I i I !I II f i II II II !I Ir r ll (~ . ... • ...--..,....--..#.-:::..::.-;:-,:--~ --~-. -. ---,ot1mr.v-~oldvt:.-r r.n:Ttltrtn -· -- ~--.Jk!WtAtife2S&GR;.t..e,l1Q!+o~& FJ $ ~ h"ltf~:--"-.,,,,~-""~~.,._ -... ~~ ... - TT~ ~--~2'!!: -... ,., .. -~ ~---- I__ I I I ' [ · I ~ ii I I I I I I I .> Exp!oratory Boring .Number 3 l 1 TABLE B-1 RESULTS OF SWELL TESTS Initial Final Natural Water Content Water Content Sample Dry After After Surcharge Depth · Density Air Drying Saturation Pressure (Feet) (pcf) (%) (%) (psf) 5 to 6 . 97 11.5 · 30.0 144 5 to 6 T19 2.9 17.6 144 5to 6 l19 3. l . 16.7 488 TABLE 8-2 -RESULTS OF DRY DENSITY TESTS Exploratory Sample Natural Boring Depth . Dry Density Water Content Number (Feet)· · (pcf) (%) l 5 to 6 118 14.2 ll 5 to 6 104 23 .. 0 ·swe11 (%) 7.2 4.6 2.4 f I I l ! '' '' l I ~t I .... ' . ' t I . ' ~ t• f . . I , I ;, :Jl':s.~. •Y •j' I _J. ~ ~ l ' I . . i • . > i I . -·t ·~· ~ -l . ~ id a l L .. , 1. GENERAL A •. Scope of Work . . APPENDIX C GUIDE SPECIFICATIONS -SI.TE EARTHWORK FOR CARLSBAD SHOPPING CENTER CARLSBAD, CALIFORNIA The-se specifications and applicable plans pertain to ond include all site earthwork including, · · ,. · · • · d ,., ,. • ' • f 11 I ' l d • f • I • t-~r no, 1im1..-e to, 1ne rurn1srnng o a aoor, too s, an equipment necessary or site c ecnng and stripping, d:sposal of excess materials, excavation, preparation· of foundation marericls for rece;ving fiil, and placement and compaction of fiJ-1 to the lines and grades shown on the projed grcding plans. · B. Performance. The Contractor warrants all work to be per.formed ond aH materiqls to he furnished under this contract against defects in marerials or workmanship for a period of yecr(s) from the date ·of written acceptance of the entire construction work by the Owner~ Upon written notice of any defect in materials or workmanship during said __ ~year peiiod, ti-:c Contrador shall, at the· option of the Owner, repair or replace said defect and any damage to other work caused by or resulting from such defect without cost to the Owner. This shall . no!' iimH any righrs of the Owner under· the uacceptance and inspection II clause of this contract. The Contractor shall be responsible for the satisfactory· completion of all site earthwork in accordance with the proiect· plans and specifications. This work shall be observed pnd tested by a reprcsentarive of Lowney/Koldveer Associates, hereinafter known as the Soil Engineer • coth the Soil Engineer and the Architect/Engineer are the Owner's representatives. 'If the · Co_:.tractor should foil to meet the technical or design requirements embodied in this docume:it and on th_e opplicabie plans, he shall make the necessary readjustments until ·all work is deemed sorisfoctory as determined by the Soil Engineer and the.Architect/Engineer. No deviation from the .:;pccifications shall be .made except upon written approval of the Soil Engineer or Architect/ Engineer. . ' No sire earthwork shall be performed without the physical presence or approval of' the Soil Engi- neer. The Contractor shall notify the Soil Engineer at ·least tv1enty-four hou.rs prior to co;nmence- mcnt of any aspect of the site earthwork. The Soil Engineer shall be the Owner's representative to observe the earthwork operations during l·ht:! ~ii-c preparation work and placement and compaction of fill.s. · He shalt make enough visits l'o the site to familiarize himself generally with the progress and quality-of the work. He shall mokc a sufficient number of tests and/or observations to enable him to form an opinion regarding ' . ! I el' C-2 the adequacy of the site preparation,· the acceptability of the fiII materiel, and the extent fo .w;1ich the com?action of the fill, as placed, meets the specification requirements. Any fiil tiiat coes not mee;· the specification requirement$ shall be removed and/or recorrip,acted unril .i.' • '. ;_. t:• d 1 he requn:emenis are sa. 1s.-1e • In accoro'once wHn generally accepted construction practices, the Contractor shaH be solely and compietely responsible for working conditions at the iob site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and shall not be limited to norma·l working hovrs. t~.ny construction review of the Contrac.tor's performance conducted by the Soil Engineer is not- • :. • ' . • ' l • t: .. , I f t' C t L I f ~ • :n,enoca m inciuc.e review o, ,ne aoequacy o n~ on rac,or s sa e,y measures in, on or near t;1e construction site. ' Upon c9mpletion of the construction work, th~ .Contractor shall certify that ell compacted filfs end foundations are in place at the correct locations, have the correct dimensions, ore plumb, and have been constructed in accordance with soµnd construction practice. In addition, he shall cer~ify that the materials-used ore of the types, quantity and quality required by the plans and . ,.. :. . spec1i1ca, ions. C. Site and Foundation Conditions The Contractor is presumed to-have visited the site and to have familiarized himself with existing site conditions and the soil report titled 11Foundation Investigation, Carlsbad Shopping Center, C ( , d · C t·r •. 11 · or soa , ai1,orn1a • Tile Contrador shatf not be relieved of liability un·der.the contrad for any loss sustained cs a result of any variance berween co~ditions indicated by or deduced from the soil report and the actual condH·ions encountered during the course of the work. The Contractor shall, .upon ·becoming aware of surface and/or.subsurface conditions differing from fhose disclosed by the original soil investigation, promptly notify the Owner as to the nafure end extent of the differing ·conditions, first verbally to permi't verification of the conditions, cnci then in writing. No claim by the Contractor for any conditions differing from those anticipc!'ed :n the plans and specificatio~s and disclosed by the soil .investigation wil I be allowed unless tne Contractor has so notified the Owner, verbally and in writing, as required above, of such char.s;eci t• •• cono1 r1ons. D. Dust Control ,he Contractor shal I assume responsibility for the alleviation or prevention of any dust nuisance on or ab0u1" fric site or off-site borrow areas. The Contractor shall assume all liability, includ;ng. c0urt co'.;f:; of co-defendants, for all claims related to dust or wind-blown materials attributab1e to oi:; V/c.>rk. IL 0$~INITION OF TERMS S7RUCTUKAL Fl.LL -All soil or .soil-rock ~ateriql placed at the site in·order to raise ~rcdes or to backfi! l exca·vations, and upon which the Soil Engineer has mode sufficient ~ests· end/or obse;varions to. enable him to issue a written statement .that, in his opinion, the fiH has been placed and compacted in accordance with the specification requirements. ON-SITE f-./iATERIAL ... Materiaf obtained from the required site excavations. ·IMPORT MATERIAL -Material obtained from off-site borrow areas .. , , AST'M SPECiFICATlONS ;_ The 1970 edition of the American Society for Testing and Materials Stanc!ards. · DEG~EE Or COMPACTION -The ratio, expressed as a percentage, of the in-place dry density of the compacrec fil I mate;iol to the maximum dry density of the same materiel cs deter- mined by ASTM Test Designation D1557-70.. · · III. SITE PR EPARA TIO N A. Clearing and Grubbing The Contractor sharI accept the site in its present condition and shall remove from the area of the designated proicct earthwork all obstructions including concrete. rubble, buried utility lines, o:1d misccl lancous debris. Such materials shall become the property of the Contractor and .s~cll be removed from the site. Holes resulting from the removal of buried obstrudions that extent below the f;r::$h subgrade level shall be cleared and backfilled with structural fill. B S.. • • • ,npprng · The si~~ shall 6~ stripped to a minimum depth of 3 inches or to such greater depth os the Sqil En:;Inecr in i·ne field mcy consider OS being advisable to remove all surface vegetation end organic laden fop.soi!. Stripped topsoil with an organic c~mtent in excess of 3 percent by volume sho:! ;:;r;i stockpiled for possible use in landscaped areas· if so directed by the Architect/Engtneer. ·or-~i;r:t!s~, ail stripped materials shall become the property of the Contractor and shcli ~e re:7:cvec! ft-:J:n tile Jite. i\/. EXCAVAT10N Alf c;<covarion shall be performed to the lines and grades and within the tolerances specified on the proj(}d grading pians. All over-excavation below the grades specified shell be backfiiicd . or tn8 Co·ntrador's cxpen:;c and shall be compacted in accordance with the specifications. The · Co:-:;·;-:ir::f·or si'la!i a;,:;umc full responsibil,ity for the stabiJity of all .temporary construdron slopes o!· -~he: siic. · · '~ ! I . I L C))>ITIZ :oo>o-;>Om · mco --~rn:::::> cnm:o rn. ZJl o> --IZ-lm oo-nJJ · r-cO> m-1:oG"> . C/Jr=-tu C/J-:cm _rrt·:tmm Ill . ""03: o-ocm <r:oZ M>-o-1 :0~0--f ms::CJ>O zmmG"> -1zom --1-n-l :0 :c rno-:om os::,,_:o •rn>~~ 2 zz=i -=f-10:c ~~- )> z 0 . tn. ·. EXHIBIT A rn X <.r> _-\. z: CJ) ft1 ::P < C> en ~ ' ~- 0 z:. ST.AJI.O\AOJtUiGl£HUIS 4J ,o,.-'-!,,.l',,r -~~ -, . · SiiJz151JY _______ ___,_ ____ If~~mr,·-~f(;;' I I · TYPICAL ROOF - OVER HA.HG· 4 SIDES I T f f I I . I ! 1 I i . 1 \ ·.• .. ,··· E I t__ . . . ... , c _____ _ _____.-. Cff--> LEFT TURN ACCESS REO'o CHECKED-DY (DATE) ;: ,I -:i. "} ._ ,;:, . 2 --r -I .> :--C ..,_,c RPI I ~-28 ... -13 DM -. . l b,.-REv1s10N 1Nr. sfl, Di?r11 3-c:..1-J _ PRELIMINARY SITE STUDY. t r----'--------------r1 E. SIDE EL CAMHJO P}E:AL / iBo"' I ~I S. OF 1-/AYM AR 1\ VF:... 1 - r-'::-c'."'.:":A-:--R_L ..:.-s _\3r-A~D-f-r-=-::-=--c .:.._A:...:.... -.--::D:..!:::E..!_v _:t-t_:::8:...::2.:.:::;.04...!..-_-t1 ! t-S_C-'-A_LE-"--------t---..;.f_=__,._'}.,.,') ... ' ___ 1 NOTE APPR()XIM,\TE FINISH 1~ 1 ~-_u_A_rE ____ ...:i-_,,'3,,__---"'2...,0e=:..--..,,.7.:...,A rLoon Hf;VATION SHALL O!: c, DRAWN DY R nl : G f::.f-1 17.°ABOVE EXISTIMG SrREET t ------'-f./J":;"i/ . 1 GUHEl ()Jnf:CTI.Y IN FRONT Of" CHECKED IIY -r.:'J1.;.r.,-.::.: -(llJII.OINC. (O!l cnowN VF ~r. APPllOYEO £1'( _ err~ 3-.!.~, IF t-lOCl/11!1 FXISTS). ~ ':r:~ ·1' ~ I. ~ \ .. .. t ,, LEGAL DESCRIPTION A PORTION OF PARCEL 1 OF PARCEL MAP NO. 4838) FILED ON JUNE 18) ·1976 WITH THE COUNTY RECORDER) COUNTY OF SAN DIEGO, r .\! XI . 4 I r ...,,-,, Date: J · To: From: ~ubjec-t:: .Memorandum .,July 3_, 1978 File csP-146CA> Dave -Abrams Minor Deviation to SP-146(A), Carlsbad Plaza · .. North S-ign Program • Sambo's Restaurant is now approved to occupy the site location in Carlsbad Plaza Shopping .center orignially identified as McDonald's Restaurant on S-P-146 (A) .. The sign program, approved ~s. a condition of the Specific Plan for the Center,. indicates signs permitted on thre·e frontagesr facing west, south,. and east. Sambp's wishes to have signs on three frontages also, · but wants to orient them west, south, and nOJ:th. " . ··.This change is considered minor and does not require public · hearing :to alter the Specific Plan .. ·rf, however, Saml;)o's desires to add a fourth sign in.the future, they would be required·to get a determination regarding alteration of.the :." approved sign program, potentially involving a Planning Commission :· hea:i:ing • · · . ::. .. ~~:;; ~-!'' ·:_' • . ' ! • · 'Therefore, Sambo' s will .. $ign Program (SP-14-6 (A) .to· the north instead of ,;:':~ /; \,'.,:,: . ' . " ' i: /:/..\/>~. :,· ,i_-: ," , ';'.I -~.QA/ar '.,,· ' ' . , ·.' I ' ~ '..' ':;:: f/ .. ·. be permitted to modify the approved by orienting one of three wall, signs an easterly ·directio~. BUILDHJC DEPT~ SUBJECT: TEMPORARY ELECTRIC METER ON PERNANENT BASE. CLEARANCE OF. THE METEH LOCATED AT ;2.o ,;/,0 1 • el-c_1+111_ti2 (<_4..CA,,L-_ 0.;4-f{LSfj/t-/J e./,)? IS FOR TEMPORM{Y PUP.POSES ONl.·Y •. THIS DEPARTMENT RESERVES THE RIGHT TO RE.MOVE THE METER AT ANY TIME IF-THE REQUlREM~NTS OF ALL DEPr;RTMENTS ARE NOT COM' P. L I E D \</! T H-E I TH E R D UR I NG CO N ST RU CT I O N O R AT TH E T I M E THE PROJECT IS COMPLETED . . PLEASE. RETURN THIS STATEMENT 141TH YOUR SIGNATURE TO. THIS DEPARTMENT. THE METE~ WILL THEN uE CLEARED THROUGH T~E SAN DIE~O GAS ANO ELECTRIC COM~ANY. THANK YOU FOR YOUR COO-PERA_TION • . . RSO: 0 1 k · . ·,:..:-:~--DATE: 7 fl ·, . ., ... -,,'c'"'•" , ~· .,,,,~ ,,.,.,_ _ _,_ "· ·-·,.-• ,--~~-'' "" ,-~~-•, ·-~-~----,-~,-,..,,.,,.-,~.,-r,·,-.,-.,.,=-~r----~,~,~~,,....,-~~-,-,,.,,,,,,,,.~~-"'<'=\i"r;-.;;-:..=,.,,..._"'1,nw,,,"'--"";,e m,,,., .• ,,..,.~""'~'-·""'""'"""'~"'1"""''"""'"1''1(!•ffli",... . """"""~-·="'""'"''"~-9.<'l=W""°"' /I I!, l r ' l . l l J l j l l l 1 I l ,/· X ~~~~IAMM\AA~\IAJ,~Jk,Al1A.!AJA,~ub\ !A/AJM/AM..A.A.li ... RJ~.M./J.~1;..\A\)( ~ . ~ l OJ,rrf ifiratr nf OOrnqtattty f ~ ~~-= ~ :l CITY OF CARLSBAD ~ ~ ~ ~ This Certificate issued pursuant to the requirements of Sectfon 306 ~ _ j of the Uniform Bui.lding Code certifies that at th'e time of issuance t ~ this· structure complies with applicable ordinances of the City -~ j regulating bui-lding · construction use. t ~ ~- ~-Use Classification RESTAURANT Bldg. Perr.nit.No. 78-4082 E"' ~ Group A 3 Type Construction V-N Fire Zone _ _..._ ____ Use Zone C-2 _ ~ . ~ Occupant -Load _ .,,1~-~"' . _ :::i: ~ Owner of Buildint1r:S.~MBOS . .,'. ~=E~.! A.U R'.A:Nj.:··:_:.---:·Actdress· ·375 O s'ta t e ~6 t, -~· ~ ~ "'.r.: ~';t• ,\,lo'.' -'·•t/• • ', { ,' ,' " • ' . • • •I,,.,.'< p ~ BuildingAddreSS'"·~)fi~O,,~r~>imj:O!i'~R-~ar;·, --· .. ,·. ~san_ta~·s:a-r ·r,a·_·_~..:!, .. 93102 ~ ~ . ,,.,. ·b-:A°'-<:-1i!t.,., ... 'lif~t· ~~-~""'-~,r,_,.. .• _ ~ .. < ':. , ... ,. , . : .. · . ''/"'\L ... L._::-r:· .• -?>.. n f ~ ~ , f ' . ~ ~ ~ ~ . ~ NOTE: Alterations, changes, additions or chd.-.-s~ occupancy nullifies this certificate, p. ~ · (Post in conspicuous ~"01RECTOR f.lUIL.DING AND HOUSING p •wwwwwwwn~~ww~~w-nwwwwffX ..... ~----.....,_ ti ·,·/ '-.·· ; .i • l I f t / F J . I f' . f, . I '"-., . .. ..... ·, ............. !..,,,,._ --~ '" ,., ·, ,,...,..~ -~ ,, ........ ~ ... _,, .. ,,.,., ,..- ., ., i 9420 Wilshire Boulevard Beverly Hills , Calif. 90212 (213) 278-6400 April 19, 1974 City of Carlsbad 1200 Eim Avenue Carlsbad, California 92008 Attention: Mr. Dick Osborn RECEIVED [-\PR 2 6 1974 CITY OF CARLSBAD , .Building Department Re: Carlsbad Shopping Center MS/A Job No. 73~140 Pear Mr. Osborn: Jerry Allmand Jack D. Annett Aaron Cohn Maxwell Starkman Robert Blumin Herbert Horowitz Sid Levee Hiram London Kei Nishikawa Richard Whitney GuyZebert We would like to confirm the type of building construction of the market-drug complex of building-~ as noted on the site plan enclosed dated March 28, ·1974 of the subject project. The:i:-e will be one owner of these buildings. The Uniform Building Code mentions that in order to construct Type V-N, fully sprinklered buildings of the siz.e in consideration, it, must::. be completely surrounc;led by 60' of "unbuildable yards." · · . . There are two locations in question, a) at the rear of the hardware building and b) to the right of the 10,400 square feet shop building. In both cases the respective owners have mutually agreed to these ar~as ~11 question~--/ as 4nb?ildabl~ areas. ~~l~e,e_ -A>~ ;f./7/tJMky olYn-;,q,p ,h::r P-,4 ~n a---~ ~ ~ ~ -~.-1-2~ 6([!!,i'[?fi&ff{/ Ple-a·se -'6onfirm to our office whether we can qualify these buildings as Type V-N, fully sprinklered. · Very truly yours, AIA & ASSOCIATES cc: Enclosure : Site Plan,3/28/74 City of Carlsbad Attention: Donald Alexander Haagen Attention: Bernie File A. Agatep Svalstad Grants of Easements and Declaration of Restrictions,1/31/74. :. ~: , . . . . . , .. · -. ·.-: : ·.·' ,. :· .. :,4.:.u d1Ls,1tre .c,'Q1toevara Beverlv Hills. Cali./. 90212 . (:J13) 278--6400 · M.A:X"V'v'ELL ST.AR.KMAN Ar-~ & ASS_OCX..e,..'J.'ES .tlrchitect_t,·re I Planning /_Engineerfng- A;pril 19, 1974 • .. · ~\·· .. · .. >··· · . / . t ) < ·. ;..;.,,, Aum~•d .... :-( . -~i .. [I...·~-) . . . .... • __ J~~;~;~:;!:. '';> ,: : ' > ~.~.J ·:;.~;;;; ,··. . ... _;. ·,·'. _ .. _.-·. ··:: #..··. f ·.·., .. _ SidLeve1i_.: __ · City· of Carlsbad , ... .. ,_.· ..... : .. : . 0 .•.• • · ·-<,·'Hiram.London ·, 1200 Elm Avenue .. ·--· · ·, _'·. : _.' .,., .. , . . · \~---. · ,_ KeiNisliikawa .. Carlsbad, .California 92008 :·_ ./· ... · .. ·. · __ ·,_: i.~ -.::. ' .. _ . . .:--.· <.: .. _.: ·.· " RicTtard Whitney-·_.: .· · . -.:· · .·_.· .:::·.-·;_ .. ; .. ,··:: ·:.-.'-.. ,_..-·---:-.:'·. -·:· :·' -· .. _:_·,._.': GuyZebwrt ,•.1 -· .. t" .. M ..... Dick o..:sborn·,: __ .. _ ·:·:: _ _._-~:···_·: _ .. _,_··. ·, . ,_;'.':-. ·_·: ·: .· . .-.-,· . ·;> a-c-cen ion: ......... . . . . . . . .. -,-:·. '.:f ·_,·. • ! '.·· : . . . . . '; .. ..:: .· '· .. '.: . ....... . ,.._ Re: . __ . _ · ·carlsbad Shopping Center · _.. ... .. ·· _::·_:',-· ·'·,/.= :\_-:· :<,·_._ ·. ·,-:.:· I . ~~- .. '.·.: ··;··• •.. ·.:i\ ·~e~~· Mr •. Osb::~: .Jo~ .. ;;.· .. ·.7:JrO•· .. · .. ;:•,\.·,::.·,·.:····.:·.·.f:;•·•.'i1L~}i\,r;:·0t;. ; · ( · · · We would like to confirm :the . type of building· construction: · ·-·:: ·.":;: .· ~--· ._.:·.,, . .-· of the market-drug. complex of buildings as noted on the .·· ·-··_. ·_: .: .. --·::._'~ site plan enclosed dated March 28,: 1~74 of the. subject.--::-'_···_; .. < :··._ ::·-> project. There will be· qne_ owner __ of _th~se buildings~_ . .-: ;.-:,:· .. :. .. ___ , ::· -_ The Uniform ~uil~ing Code ~e~~ioils:1:t~-~-/-~n-:qr~e;-t~-· ·:-:·~-:<_· ·'_..,:~~ ~-:~ ::' _·;:_._ - construct Type V-N, fully· sprJ.nklered buildings of° the · . · . · -'·_: _.._ size in consideration, it must be . .completely surrounded· ·' by 60 ! of "unbuildable yards." _· .. _. ·-. :.,. . ;·-_,-_·_/:"<_ :: ::::~ --~_.: · :.:-_·.:~ There. are two lo~~tions .in questi~n~-, ~)---~t' -t~~ -:i:~~~ -~;·-:·:\\~,~_\{/'<_:·~-~-:_.. ··.: the hardware building and. b) to_. the ·right of the 10,400 ·:_·:·~_: .:-:·_.-_.-_-_'·_;~' · square feet shop building.-_· rn both cases· ·the respective··~~~::-i_:_. ;·\ .. ·: .. ··-_.. owners have mutually ·c:1.greed to. these a,reas in question . : , ·::-'.-... ' -·_. ... _./· .. >" _~- as· u~build~le·, area~._ ___ ..... · ~ _ :. _--_-_· -·:··_·,:·:._:-"_..\: .-:· \_.·:-.-·_.-; :· -·> ~: .. ;.-:._>/://~_\\ >;"";\/:::::~--}_ Please confirm to our. office whether we can_ qualify_ these ~--, -·:::J, .,_·-:: bttildings as ·Type V-N, f·ully sprinklered. _. _-··, . ·:_-_ ·_ .. ·: __ t_.-_:-_· ___ ,; ____ : ·.< · . Very truLy Yo~rs,·'i:\ < .•. ,· .· · ..•.. · .. · ...•. / '. /i, ,i·.' ... ·.·· ·::: yc:-J~(.'.,}_,~)_): 4 ••• ;;:~ ~ ASSOCIATES . • i ·. ·. .. . , ':/\ '/:: : -~ProrJ_.Yo1i1t Dami·rere·cto:r_·=. ·. _·. ·.· . . --_·. , ._, .... _.,._,. _· ,".-i_/_·,._- e"d ·.. cc:. 'city ~f ·cari°sbad .. ·: _ _--.. <-· ·. ·_ ('-,_ ·._:--·.: ..__/ ... Attention: ·no~ald· __ A .. ·Agatep ->--.: JK/ss · ._,,. Alexander-Haagen ·-: ··_. . · .. · · · /. ·Att,enti9n: · Bernie Svalstad v. : .. ·. Enclosure : '·, . File . . · 1 · . d ./· · ~ Site Plan,3/28/74 . _: : C-,1/3/'/'-~:-_~7~r :_·' Grants of Easements and Declaration of. Restrictions_,'i/31/74.' ·'· l : .' ; .. " ~ ' . ·,.· .. . ... ___ ,, ______ ------------------ ! · .. : • ~--: .: ·:· _.,, 5620-· FRl~RS "ROAD • SAN. DIEGO, CALIFORNIA. 92i10 "T EL E. PH O N E .• ·_ AR.EA Co· DE 7 1 4' :: • . 2 9 l • 0 7 0 7 ~ .. . . . . ,· .:--.... • .. : ;-; _; ·.:-:. ·-~ ' . . . -,::i. ' ~-., •, . . . ~ ·-. . :.: \:. ·: . ·: · .. · .. ' -~' ITLL Confere~ce. Re~o~ ;<_· ·: . . . :. : _. ·' ··, · / ~repared by·: .-:··.: . ~: Richard M. Slayter· ': ·. ' . . ., .. -.. ·; ----------- ''/)\; _-·-· ci: 'T~!epiti':!'t~Si;It~,; ,'' '?f {{:\ > ~t;le~ ~e~ Fla;,,;gari .. . . . ... • -. ' ;:i:t,J{ J~t "' 48~:?1 -' "Y'!~ i:" . '}? r-· -" • £ . ' Don Agatep · .. . . . . . . . .. ·.... : . , , • :·~;.:·-:t;~,:·,.,._.,_ . -.. Date· August 2.8_,, 197 4 --· ·' · . · · · · ·--· · --·, -· ·-· · · .--. :--· · Bernie Svalstad · --· .. ,. ·-{~;JJf. Re~iding£ ~~~~W!AN; .· . . < • .. . . _ 1~1I~i,.:l::1:::al~Ji11f:}~~:~:t~!r:e::;~entGomp:t ''.: -.· ... ::.. ~. _:.. . ·······•: \:)/{\_:~_. Dave Is~aels.kf:.. Alexander Haaga~ Development ·company·_. --. '<_.-: ·, ;",; ,-·. . ' . . ' . --------------;__ ____ _ ., ·:,/-';·_::<:-:-·rTiin Flana;an -City of Carlsbad ,' _· _ _: . . ·--. ' . ;",, :;. ----·-·· -------. ----· --,-----------,-_;\:_~-~>-::: . . . . '.• ---~·""-------:-------------_.;... ·t·'· _-:·_ '::·;:;. :bon Agatep--City of Carlsbad . .. . . ' : . .-. :~: \_; :: /_._ .: ·George Szabo· -Riqk Engineering Compa.ny . : ---.-·:,.-:-: -------~---------- ,-~_:--·_:\::·.·:·,:·_-=_·_.Richard M. Slayter -Rick Engineerin:g·Compan..._··_. __ : __ "'_-_-._, ______ -·_-_____ _ .;.-,~/-:~·:_.· ... ·'·-. . .... ··.·_.. \~-~ \·._?: _ _.:: 'The: foilowing it~ms w~re:: ~iiscuss~d: · ·-. -. . ~-. . .. : i ·: . • •.r -'• •' ' • ,_. ,· ·' .' • • • • • •· • • • •• • -• • •• •• 4 ••• ,· ·,· •• • - :--;~~ :~~~::::,'.-... ~_~·:_ ;· __ l ) ___ -:·Grad_irtg--~e~t :· _: ·· -_> _ :·--_, >->:.: -~ :·>:· _: ___ ---.. : _ -:·<·:::---:-:----._-.. --::· · .· __ ._ . --:.:. .. , . ·. :_·:·::-:_::.:: ·:-:~: )_:. _. _--_· ... :_Mr .. --Flan~g~n-~d~!;ed. tn~t a" pe~~-~oul~ ·t; is~ued for grading and instaliation of . :·. ~ .:~:.::-: .. · .-· _: ·::drainage fa·cilities on• the site. upon approval of :grading:and drainage, plans only I _· . • ·• ••• . ·::··.: _.-.. _ ··;. ·_ and a bond ·must be posted irt the amount determined by the City Engineer prior to · · . <:t,,', •. · .. ·.· _IS~uance of.the permit~ .c:' > ·;;: c,<, :· •. •.· ,, ·.' •. _.. . , ~ .; : · 2. . Building Permits ------;._~ · -z~ . . . Mr. Flanagan advised t building permits d be issued upon approval of a .. -final parcel map; approval o a s or public improvements, dedication of · · public easements anci;· in general, _corn:p1ying with the requirements of the specific · plan and resolution. -._-REC E-IV-E D---.. · · ·' .·.·· ·----. S-t p· -. 2. 1 o1 ~ -. , -r· C; . ..., . 'billwc:o l""ESS -· ~.16ln.eering Dep_artm,t::, 1 .. · . . ---,_:-:::..·-::: .... :.:.-: __ . -.. ___ ._: .. -~ :. ... ,. ---; __ ,_,:__,~-::::-:::-.. · ~-.--... _•:-_-;:....-.~:.::·_-:,.--;-··r;~:.-: -•,-._ ... :-· -=-:.. ·.;.-7... :--. ---,--;.· . .:-~:... ....... :...... -. -::.-~-..... d _,_, .'-.~ --;~-• .. •'••·••."•..-••u•, •.. ,--· _.....,,:, __ • ,, It ii .Ii If' I i ll '.· i1L '·1 :f i, I \ II ,1 I! Ii i I 'I ''·1 I; ,, I ......-;; I . _/_.-410~ '--·"c~~ /:;..---- .} -0 r > N :t> -. :z C) ::0 rn J::;:., r C) z 5' a: ct Q. - PLAN • • ~ /7 ..--0RIVr-:----I ,1;_,,,--' l ..---: IC~LLY • -\l ·owNERSHIP MAP ~ ' ' L-EGEND ZONE CHANGE BOUNDARY OWNERSHIP-KELLY o. PARCEL MAP NO. 487 OWNERSHIP-VANDERBURG o. TITLE REPORT NO. 959099 NOTES • 8UILC'1NCS s~ A1'E FOR ILLUSTIU,TtaN ONC.Y AHO it.Ill.£ SUBJ[CT TO f RECISE PlANS .tlrfO USES. GRADING OtTAILS TO .\CCOiilPAh'f Fh!C'tSl 8UlL.CING PLANS. ,, SPl41 SPl46 SCALE ·,N. 240' VANDERBURG KELLY C t-0.A ruGE -e. ' !W:;K Ef!(WJ':E"l'!G CJ. 1\,J .. [lVAYl:11U( Cl."l.•1-1.:-.C'A. -------0Ar[\O~i7~AQW1 JN 4627