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Home My WebLink About1884 MARRON RD; ; 87-692; Permite|ij iueoi|ddv —jossassy —aoueuij U) —jopedsui — SIIU.M:ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONSOi-o0.0. a ac X 1. Z E a. E X. c B CARLSBAD BUILDING DEPARTMENT _ / /_ APPI irATION A PPRMIT2075 Las Palmas Dr , Carlsbad, CA 92009 1915 (619) 438 1161 7/// 18* ArKLlUA 1 IWM Ot rCMIMI 1CC \Ki \S5 ^T~-|UJUJZC/SCOCATION-i r .J 0 Pu. i- 10 C!ui •-.< ro •• '1JOB ADDRESS AVSTRD THOMAS BROS NO1884 Marron Road (PRDPOSED OLIVE GARDEN RCSTZVLR/TMIc-gULUS 1CONTRACTORS PHONE »1iA~t>a$-s&t>iT3D be determineT\ —1CONTRACTOR (1</Ss. /I / /TIASSESSOR PARCEL NO0 > !/> QJ ani 3 w * 01 3 Ji i . <O5Eg3 0 CJ s :* ^^ji BUILDING SO FOOTAGEf *•// ^STATE LICENSE NO-5/5? 75(CONTRACTOR S ADDRESS4sr> 'SivtaW %4 Oo kTAs/sfeC,OWNER S PHONF714-759-9531u 0 CO CO 4-1 i C fl 3 P0u s-a L, ' *• 1 C 2 CO P L/,!) cJC! C ai bO J: | 3 C I DESIGNER S PHONE£14-630-2902[DESIGNERVincent Assoc. & ArchitectsIOWNE R S MAILING ADORfSS2 Corporate Plaza-' feuite 250)NVwnnrf Ro-irTi C n 1 n f r- ••— -> -•' ~> QTftAnI STATE LICENSE NOOrHa)COH-*CtfCN IDESIGNER S ADDRESS1327 Empire CentDallas. Texas 7IDlSCRfPTiOR Of wrffl"K 'Construction of one story building on buildina1 site (L) at North County Plaza^per submittedA_ _, Non/alid Unless Machine Certified4Q. ^*-Ob ^^**^JLNOSTORIESLU-1Ul LL 11 L. U. •* d j Q CO ca rH CL >"Si •?ff "~u. ^QOUOOUJ (f) •**•tv Z |RE DE VF LOPMENTARF A•-G NOQ LJJ CO " n i ^ Lt CL D Z Q cr O V. 12 I/? cr PARKING SPACI"CENSUS TRACT*RY/ACCOUNT NUMBlRdr!fit 102 'Z<i55•DCO«j|•Vs MECHANICAL PERMIT ISSUEHo i PLUMBING PERMIT ISSUEt— 1%j^jcco=cZ>rLT^D33IC3t—COoo CD 0 o Q. 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CL.1C 0 TLMP OCCUPANCY ijll OAYS)IQJs^CREDIT DEPOSIT1OTOTAL FEES PAYABLE< • i :r CFOR EXCAVATIONS OVtR CONSTRUCTION OFN HEIGHTS REQUIREDMOLITION OlR 3 STORIES* AN OSHA PERM'T5 0 DEEP AND DESTRUCTURES OVEtprovisions of thisbuilding Of workthe dale o* suchs suspended orol 180 days«*E-8£ *£ £ 9mg Official undernull and void IfJ within 180 daysEed by such perrnmenced tor a pen Every permit issued by the Builcexpire by limitation and becomeby such permit is not commence<if the building or work authonat any time after the work is corLU ^ £ »- «,9 3 9 £ >• LU J* -, CO I - ^ UJ \~- 1- w **- , S 1 Z LU 2 APPLICATION AND PERMIT AND DO.L INFORMATION HEREON INCLUDJRTHER CERTIFY AND AGREE IF A PD STATE LAWS GOVE-RNING BUILDII HAVE CAREFULLY EXAMINED THE COMPLETEDCERTIFY UNDER PENALTY OF PFRJURY THAT ADECLARATIONS ARE TRUE AND CORRECT AND 1 FISSUED TO COMPLY WITH ALL CITY COUNTY AN\£jm «Q VJ* ~]CONTRACTOR! -BY PHONE nSTSAND APPLICANT S SIGNATURE * OWNER f.lOF THEO AGREE TO SAVE INDEMIvABILITIES JUDGMENTS COAID CITY IN CONSEQUENCENOT 1 ALiNST ALL LAGAINST SKEEP HARMLESS THE CITY OF CARLSBAD AGAEXPENSES WHICH MAY IN ANY WAY ACCRUEGRANTING OF THIS PERMITiy\ H. H3QN31 SNOiivdvnoaa kt i ji DCe UJ Q. CO H O LU Q. - •->'"? \ t /BUILDINGDC O LU DC -~ O 1oII 1 D_ C/3z Q_j UJ LL 'x * «, jj i / /FOUNDATIONiihcciChLCC, (/ C hc.u Qc/ < eu Q C/ C LL a Cu a k «i 1 ^ / /REINFORCED STEEL,OuD7/;r3uL07 1 * j ) J 5 r J [ 5j 3 ) J ) J j - s i ( < -N\ 0 0 C h C Lc (J LJ Cu 0 *-rz | i .VI>sw\kH1LU1— Q r- _l )< ) <£ Q. J -, w <t Q - LU 30 JUJ Clo zo 1—o LU Q. C/) 2^GUNITE OR GROUT5V1V:sA"5s^^11X<c^^VifXIX >K.i\•s\CX //L ' z a! '^^ U (/} 1J2. ^| ^i*» 0 ^"^ UJ 0 D DC O 3 LL n LU DC LL m CO ^-\ c c C h *Z ( LT O -_ _rr f $* & *^P i£ 5 \ \ X? <J^ OC ^*^LLJ CO SHEATHING R ROOF DVSD*-^*^•QMf|1IN^1i j j L 0 ! > • > r ^. T •N |-\ t Jv53 }<\•^,\ Q "" X s LU DC LL >k^^|^JI?\JX§,Vk^|^*i•>iv)1\\ UJ LU d <J Z C O < cl 00 O ^J — ILI ^- >tnO VJ \ "N EXTERIOR LATH^~<<!s^V11\^\r-3<1 Q Lu C/} u Cfi PiJJ u r> ^~ fIT CQ- e C "-- X.INSULATIONs•*.^,h1JiH?JiS3i?4I3\\11 j j j T ii \ •"•x ? c < < c cc 0 f 4 C ( C L!: t \^_\ c o C/i Z LU I— j c/: O Q. 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Q a ' -HEAT — AIR COND SYSTEMSVENTILATING SYSTEMSa^f ^Q, 0 QC Q.ex.•<c -J~J ^ " LLJ I ^2 O CALL FOR FINAL INSPE'Q LUi. 0 C X, 2 LU LU CQ 1 1•Jj i» ^ITEMS ABOVE H_i E PLUMBING ^<=i ELECTRICAL Xv- -=s-- •••• /MECHANICAL ^' •^ • F- -* ^z // co o "^ /f BUILDING/SPECIAL CONDITIONS1 CttyifCirtsbid Final Building Inspection Dept: Building Engineftfng Planning CMtfft St Lite Fire Plan Check #: Permit*: CB041247 Project Name: CARLSBAD OFFICE PLAZA 29256 SF 2,312 SF TRELLIS, SHELL TILT UP Address: 3144 ELCAMINO REAL Lot: Contact Person: BRYCE Phone: 7607300968 Sewer Dist: CA Water Dist: CA R E ECEIVED APR 2 2 2005 CITY OF CARLSBAD \GINKKK1NGI1KPARTMENTCM&I DIVISION Date: Permit Type: Sub Type: 0 04/21/2005 COMMIND COMM Inspected By:_ Inspected By: Inspected By: Date Inspected: Date Inspected: Date Inspected: Approved: Approved: Approved: Disapproved: Disapproved: Disapproved: Comments: Inspection List Permit*: CB041247 Type: COMMIND COMM Date Inspection Item Inspector Act 05/03/2005 89 04/29/2005 89 04/29/2005 89 04/28/2005 89 04/28/2005 89 04/22/2005 89 04/21/2005 89 03/30/2005 11 03/30/2005 12 03/29/2005 11 03/29/2005 12 03/23/2005 14 03/23/2005 34 03/23/2005 44 03/22/2005 14 03/03/2005 14 03/03/2005 34 03/02/2005 32 03/02/2005 34 02/24/2005 21 02/22/2005 17 02/18/2005 18 02/15/2005 14 02/15/2005 34 02/11/2005 14 02/01/2005 11 02/01/2005 12 02/01/2005 66 01/24/2005 11 01/24/2005 61 01/20/2005 11 01/20/2005 12 01/20/2005 17 01/19/2005 11 01/19/2005 17 01/18/2005 18 01/14/2005 17 01/13/2005 14 01/05/2005 14 01/05/2005 24 01/05/2005 34 01/04/2005 14 01/04/2005 24 01/04/2005 34 Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Final Combo Ftg/Fo u nd ation/P ie rs Steel/Bond Beam Ftg/Foundation/Piers Steel/Bond Beam Frame/Steel/Bolting/Weldin Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Weldin Frame/Steel/Bolting/Weldin Rough Electric Const. Service/Agricultural Rough Electric Underground/Under Floor Interior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Weldin Rough Electric Frame/Steel/Bolting/Weldin Ftg/Foundation/Piers Steel/Bond Beam Grout Ftg/Foundation/Piers Footing Ftg/Fo u nd ation/P ie rs Steel/Bond Beam Interior Lath/Drywall Ftg/Foundation/Piers Interior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Weldin F rame/Steel/Bo Iti n g/W eldi n Rough/Topout Rough Electric Frame/Steel/Bolting/Weldin Rough/Topout Rough Electric TP TP - - TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP PD RB TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP AP NR Rl Rl CO NR CO AP AP we AP AP AP AP NR CO CO we AP AP CA CA AP AP CO AP AP AP we AP AP AP PA NR PA NS PA NS PA PA PA PA CO PA CARLSBAD OFFICE PLAZA 29256 SF 2,312 SF TRELLIS, SHELL TILT UP Comments CORR REMAIN PM PLEASE BLDG LOCKED 3:25PM SIGN FTNS REINF. @ WALL CUT FOR WINDOW T-CEILCORR. T-CEILCORR. T-CEILCORR. T-CEIL MSB, D.B. & SUB PNL RESTRM @ JOB SITE ENTRY CANOPYS (3) ENTRY CANOPYS (3) DRAFT STUPS FOR ENT. CANOPYS CLMN BASES CLMN BASES SITE WALL SITE RET WALL @ N. END CLMN FTNS AT ENT.S VARIED AREAS WALLS WALLS Thursday, May 05, 2005 Page 1 of 3 ' 01/04/2005 44 01/03/2005 84 12/30/2004 21 12/28/2004 22 12/21/2004 17 12/17/2004 11 12/17/2004 11 12/17/2004 12 12/17/2004 12 12/16/2004 11 12/15/2004 11 12/15/2004 14 12/15/2004 15 12/14/2004 11 12/14/2004 15 12/13/2004 11 12/13/2004 14 12/13/2004 15 12/07/2004 14 12/07/2004 14 12/06/2004 14 12/03/2004 11 12/03/2004 12 12/03/2004 14 12/02/2004 11 11/24/2004 15 11/23/2004 12 11/23/2004 15 11/22/2004 11 11/22/2004 12 11/22/2004 15 11/18/2004 11 11/18/2004 12 11/16/2004 11 11/16/2004 12 11/04/2004 11 11/04/2004 12 11/03/2004 11 11/03/2004 12 11/02/2004 11 11/02/2004 12 10/14/2004 12 10/13/2004 12 10/08/2004 11 10/08/2004 12 10/08/2004 31 10/07/2004 11 10/07/2004 31 10/06/2004 11 10/06/2004 12 Rough/Ducts/Dampers Rough Combo UndergroundAJnder Floor Sewer/Water Service Interior Lath/Drywall Ftg/Foundation/Piers Ftg/Foundation/Piers Steel/Bond Beam Steel/Bond Beam Ftg/Foundation/Piers Ftg/Foundation/Piers Frame/Steel/Bolting/Weldin Roof/Reroof Ftg/Foundation/Piers Roof/Reroof Ftg/Fo u ndation/P ie rs Frame/Steel/Bolting/Weldin Roof/Reroof Frame/Steel/Bolting/Weldin Frame/Steel/Bolting/Weldin Frame/Steel/Bolting/Weldin Ftg/Foundation/Piers Steel/Bond Beam Frame/Steel/Bolting/Weldin Ftg/Foundation/Piers Roof/Reroof Steel/Bond Beam Roof/Reroof Ftg/Foundation/Piers Steel/Bond Beam Roof/Reroof Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Steel/Bond Beam Ftg/Foundation/Piers Steet/Bond Beam Ftg/Foundation/Piers Steel/Bond Beam Steel/Bond Beam Steel/Bond Beam Ftg/Foundation/Piers Steel/Bond Beam Underground/Conduit-Wirin Ftg/Foundation/Piers Underground/Conduit-Wirin Ftg/Foundation/Piers Steel/Bond Beam TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP PC TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP we NR AP NR AP AP AP AP AP NS we AP AP AP CO PA CO CO AP AP NR we AP CO PA AP AP PA we AP we we AP AP AP we AP we AP we PI AP NR AP AP AP NS NS AP AP WATER LN. TO BLDG TEST ELECT RM PNL. WALL N. TRELLIS SPRDFTNS SITE LITE POLE BASE FTNS MANSARD FRM MANARD ROOF TRELLIS FTNS W. SIDE S&W TRELLIS PIERS HIP & VALLEY NPP PARAPET ROOF SHTING MANSARD WALL SHTNG ROOF MANSARD FRM NEED D.S. 2ND FLR MEZ. MTL PAN DECK COMP. ROOF PARP. EAST 1/2 LINE C 1ST FLOOR COLUMN GROUT POUR STRIP E. HALF SEE CARD RAISED SLAB @ ELECT. RM. PNL TIEIN HUB POUR GROUT UNDER PNLS, TSH ENCL FTNS PNL BASE HUB @ P.S. PNLS PNLS (SEE CARD) PNLS S.O.G. CONT. PERM. FTNS UFFER GRN. CONT. FTN., SPRD FTN., ELEV..PIT. Thursday, May 05, 2005 Page 2 of 3 10/06/2004 21 Underground/Under Floor TP AP 10/06/2004 24 Rough/Topout TP WC Thursday, May 05, 2005 Page 3 of 3 FINAL BUILDING INSPECTION PLAN CHECK NUMBER 87~692 PROJECT NAME QHve Garden Restaurant ADDRESS DATE 12-12-88 1884 fvflarron Rd PROJECT NO UNIT NUMBER PHASE NO TYPE OF UNIT 1 story public restaurant NUMBER OF UN|TS CONTACT PERSON . Richard Malandlech INSPECTED/; BY (A7' INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED APPROVED APPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER 87-692 PROJECT NAME ADDRESS Olive Garden Restaurant DATE 12-12-88 1884 Marron Rd PROJECT NO .UNIT NUMBER PHASE NO TYPE OF UNIT 1 story public restaurant NUMBER Op UNITS CONTACT PERSON .Richard Malandlech CONTACT TELEPHONE.434-1016 all dept INSPECTED BY INSPECTED BY INSPECTED BY INSPECTED DEC 1 5 1988 APPROVED ^ I DISAPPROVED . DATE INSPECTED DATE INSPECTED APPROVED APPROVED DISAPPROVED DISAPPROVED Costa Real Municipal Water District COMMENTS Engineering Department (619)438-3367 ins)u/iH f M J©Pp\\/7-~ ,] 0 U u- COSTA [.CAT"""" } ^MUNICIPAL WATPH O'RTRjrr j Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER PROJECT NAME ADDRESS 87-692 Otive Garden Restaurant DATE RECEIVE 12-12-88 1 3 -933 Vlarroo Rd PROJECT NO UNIT NUMBER PHASE NO TYPE OF UNIT 1 »*°r>' PUb"C Richard NIJMRER OF UNITS CONTACT PERSON . CONTACT TELEPHONE. INSPECTED, BY INSPECTED BY INSPECTED BY ail clept DATE INSPECTED DATE INSPECTED DATE INSPECTED 1L APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER 87-692 PROJECT NAME ADDRESS Olive Garden Restaurant DATE 1?-12-88 1884 \S Rd PROJECT NO .UNIT NUMBER PHASE NO TYPE OF UNIT * storV Publtc restaurant NUMBER OF UN|TS Richard "«jlar»dl©chCONTACT PERSON. CONTACT TELEPHONE.434-101$ 8\\ dept INSPECTED BY INSPECTED BY INSPECTED BY DATE INSPECTED DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER 87-692 PROJECT NAME ADDRESS Olive Garden Restaurant DATE RECEIVE? ~C t 3 12-12-88 1884 Marron Rd PROJECT NO TYPE OF UNIT .UNIT NUMBER PHASE NO CONTACT PERSON . P"bllC r*»taU™"* NUMBER OF UNITS Richard Matandlach CONTACT TELEPHONE.434-1016 INSPECTED BY INSPECTED BY INSPECTED BY ail ctapt DATE INSPECTED DATE INSPECTED DATE INSPECTED APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS Rev 1/86 WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire BENTLEY ENGINEERS & ARCHITECTS. INCORPORATED ~~ ~] Porterfteld Building 3131 Meguire Boulevard Suite 2BO I Orlando FL 32803 j (4O7) B34-SB7O : (407) 433-0677 September 9, 1988 Carlsbad Building Department ATTN- Building Official 2075 Las Palmas Drive Carlsbad, CA 92009-4859 RE- Olive Garden, Carlsbad, CA, Structural Observation - Fibroplank Installation Dear Sir: On September 2, 1988, I made a site observation of the Fibroplank Deck installation. At the time of the visit the installation was approximately 40% complete. It is our opinion that the deck is being fastened in accordance with ICBO Report #2394. Our observation indicated that the nailing was in accordance with Report #2394. Since gluing wasn't visible at the time of the inspection, the contractor indicated that he was providing the 3/8" minimum bead of adhesive at all supports as well as longitudal tongue and groove joints. The type of adhesive being used was contact PL400. Sincerely ERS & ARCHITECTS, INC. Wiriiam President WCBtdjk CC'Gary Wright, General Mills Kurt Culver, Esgil Corp. Pile P E Registrations - AL AZ AR CA CO CT DE FL GA. ID IN IA, KS KY LA. MA. ME MD Ml MN MS MO MT NE NV NH NJ NM NY NC ND OH OK OR PA Rl SC SD TN TX UT VT VA. WA. WV Wl WY National Council of Engineering Examiners and the District of Columbia UNSCHEDULED BUILDING INSPECTION DATE .T/-/A INSPECTOR PERMIT #PLAN CHECK # JOB ADDRESS DESCRIPTION CODE DESCRIPTION ACT COMMENTS ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE J7W H. (& _ APPLICANT JURISDICTION &jrl&bcuA _ [jPLAN CHECKER _ DFILE COPY PLAN CHECK NO gn-blSt _ SET ~VT _ QUPS QDESIGNER PROJECT ADDRESS PROJECT NAME- The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified /v-^x^^j _ are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. J The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted Date contacted; fainj/gg _ Telephone # REMARKS . Carrc_rJ-ifr>.S ^ ^?S7 C a /yd <3&\ Pr<m +h<- -j-r-«a n.S»vii ff~> / »u •) •s4-a>-v-j( i Lr^-fo <k,,,, K-k,wd. , , IA tZblasf" "Hv/mrr'T^'"" -••l"-r>J,^, J ' « -//;,' «xv •*: /3/"«? 1/liJ :•<.?/'*/ 1 / Enclosures : ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE: /^y so ,ggg> _ rjAPPLICANT ' URI JURISDICTION. g,rl*»b^ _ jPLAN CHECKER FILE COPY PLAN CHECK NO: S-f-^^S. _ SET- 3ZT _ QUPS j DESIGNER PROJECT ADDRESS • Jg&H PROJECT NAME: &/>i/e. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified on the. ^+fz»gJ^/i sU^ejf- are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected , and resubmitted for a complete recheck. !- D The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. \ The applicant's copy of the check list has been sent to: j 77ie. \/irv*s\4- Tx" _ ' \l Esgil staff did not advise the applicant contact person that plan check has been completed. f~~j Esgil staff did advise applicant that the plan check has been completed. Person contacted: _ Date contacted: Telephone # REMARKS: By: fiM/TUtfitor Enclosures; ESGIL CORPORATION ESGIL CORPORATION 9320 CHESAPEAKE DR , SLITE 208 SA.N DIEGO, C\ 92123 (619) 56O-146& DATE JURISDICTION LArlshaJ LjPLAN CHECKER [JFILE COPY PLAN CHECK NO- &7-6> 9<R _ SET JY~ _ Dups DESIGNER PROJECT ADDRESS /gg*J Mar ren PROJECT NAME: D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I — - The plans transmitted herewith will substantially comply I _ I with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. KS| The applicant's copy of the check list has been sent to: The. Vinzrn-f- A<soc~ /3^?7 Empire. (TV^-fra/ . iSut+g. IQ'-J _/l -j .._._, P^. \U<. T* -75.3V"? _I | | Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: /Mi Date contacted; 5/4 /£2> _ Telephone # REMARKS • By; Airuit/zr- Enclosures: ESGIL CORPORATION S/3/&& ROOCCT ADDRESS 0 TTi^L V fif\a.r PL»N CORRECTION -Ian* Check No \L. FOREWORD PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, Nations! Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec. 303 (c), of the Uniform Buildi the approval of the plans does not pe violation of any state, county or ci ^NAA. PLANS l.\ 2-\ 3j Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to Corp _ To facilitate rechccking, please identify, n<-xt to each circled ite-n, the sheet of the plans upon v,hich each correction on this sheet hos been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews The ongmal correction number has been given for your reference. Please contact me if you have any questions regarding these items. Data plans received by plan checker t//z&/0& Date 8y_ plan check completed <~g\\ CLorC>- itJ\ l( o T . line.*, n-c uJi'H"' The, di +y be «.s r-jAer4y / AtJ&i re v i se -f» or behind, parked Cor^. PS on S-l to N/tri £s__ Cij£y fire (tfar^ha// ja. -f ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 2O8 SAN DIEGO, CA 92123 (619) 56O-1468 DATE April S>, K&g? _ D *~^ ' JURISDICTION. Lgu-tiskacf FEATCHECKER FILE COPY PLAN CHECK NO- g»T-<^?^ _ SET ~~JTT _ DUPS fj DESIGNER PROJECT ADDRESS PROJECT NAME Q[jve_ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified _ are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to- r~] Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: /Pf/ffi&ef Co Date contacted: ^/g»/g>g. 6^-^c.) Telephone # REMARKS : By; S]UnLwt/6t- Enclosures: ESGIL CORPORATION JURISDICTION Pate PROJECT ADDRESS 70 The Ma.rrotf\ PLAN CORRECTION SHEET Plan- Check No. FOREWORD PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Pei Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS FtlU- Please make all corrections on the original tracings and submit two/new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to © To facilitate rcchecking, please identify, next to each trtVMmf- item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans. The following items have not been resolved from previous plan reviews The original correction number has been given for your reference Please contact me if you have any questions regarding these items Data plans received by plan checker Pl«n check completed By "f ~/3ll f^grp <-o>l/l Vtf,n-t-y k-» ' ^~T- \-e.ci &e f i KIPS mrftA KV?T~ The -iprofe< rc< \ \/\ & a <- ). \>.4zu I ov\ ~ *F /•so ra A-.-.4- c.-g'-nncnr VianS-. \ T^ '. , ~ f>ntAn m i -r- C +or ro& f /an<.•=,/•/ uu_{ll b<- rng ('n4zt tWd <*4-no. I m trf- -h x 4-u n? <;, o \&>" U a.-f c4e.-fai/ ^ eA-a 11 S re-fee-? ncr-?^.. "-dealiniinQ ^T i^ f-^ nor\ - •$ h^sT ^/Ngn^e.^c? rr>° C .-g, are_"tlo-e bz- ! 7 # re. i "fhe... driri10.0 ^^<nq Ore, L-. fcor\4-\YMJL-<'a ) nKe or u>o.,lki bg-Hmg( c^ P-5 p l*.-/g<. e>y\ "Hie pf ^rn . (' ~na « n t M 1 I 1/g-ri-f //Ct l £0 M I n P- TK T Al f"h<?L/ril/\ Fr?rrA ?> O Prp^'r in ESGIL CORPORATION 9320 CHESAPEAKE DR , SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE l*f JURISDICTION. _ PLAN CHECK NO: PROJECT ADDRESS PROJECT NAME /g,g*/ SET- 77*- _jPLAN CHECKER CFILE COPY QUPS P, DESIGNER D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: D Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: REMARKS: Telephone By: ESGIL CORPORATION •5/3 Enclosures JR I SO C I J ON Da t e ADDRESS 3 TTici/ PLAN CORRCCTIOV sneer Check No rpREWORD PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, Nations Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. PLANS 1.)Please mates all corrections on the original tracings and submit two ne<* sets of prints, and any original plan seta that may have been returned to you by the jurisdiction, to ^£f*ll ^-. ^ .. - j[o facilitate reccing, pl«aT 'next to each ite-n, the sheet o ^ the plan3 upon which each correction on sheet has been mace and return thi: r ,, —— <following items have not been resolved from previous plan reviews The original correction number has been given for your reference. Please contact me if you have any questions regarding these items Date plans received by plan checker Date ^ZW plan check completed - •70. 1 <=?£?., r i' -'. / .'.- / -~( • 1 , , ,fZ s i y ii s r-r* si a>~^II -T-Lire? C / i^/- \isjf f «,-- 5l 4* -//> me . Nr ) E, -w rMa.~h See. //?-/~h> afi <^ o/e^r on t/ie on S 5-3 /S Hi as. ef i j£L J 0 r-o 7?>e O ' Tn<L- rv\ fxyr^- KAA &xpi'i'rgtf<.£>P o ~TCT vv r\t v^^T" Qg u *. 4- be. pe-r Tt is t 5.~f- n £>-/! •J P. a- ip \a>\"rg/ /£, I V ^. IT-P /n 3. (..C ir\i r \ r.s. Qg^Ol » "T <8 / /Av "S/o rc£<J <T- J. o-i.5p3g-{-A c- T^e /• ^ ^ i r£-r/- -^^ -fs. gs*y> 34>l& ~ft\c__ n£>-k-*> £>AJ TS> T- -^ 4 TZJT ix<e erf- {o/*-,r>/na ~rf <^. <& / 5. /VX/U .rf- "Hi€- "fe? "Hve. gx.4-e.-m sm k, f ra rvius4-nci iM ESGIL CORPORATION 932O CHCSAl'C VKE DR SUITE 2O8 SAN DICGO. C V 9.2123 (619) 560 1468 DATE 11-^APPLICANT JURISDICTION _ PLAN CHECK NO PROJECT ADDRESS cJTV 0*=-QPLAN CHECKER QFILE COPY QUPS DESIGNER PROJECT NAME* D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ; are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person The applicant's copy of the. check list has been sent to . f=l Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted Date contacted. _ REMARKS. Telephone ESGIL CORPORATION 77Q/O LKj^ FLAN CHECK NO FOREWORD PLEASE READ JURISDICTION: TO .o. PROJECT DATA OCCUPANCY. A" ^' / BUILDING USE; TYPE OF CONSTRUCTION:, ACTUAL AREA: ALLOWABLE AREA:_ STORIES: HEIGHT. SPRINKLERS; OCCUPANT LOAD :____^_/ REMARKS: PLAN CORRECTION SHEET GFNERAL COMMERCIAL Date plans received by jurisdiction Date plans received by Esgil Corp \1-}~2. Date initial plan check completed Bv Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped The plan check is based on regulations enforced by the Building Inspection Department You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments Present California law mandates that construction comply with Title 2k and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level Code sections cited are based on the 1982 UBC The above regulations apply to construction, regardless of the code editions adopted by ordinance at the local level The circled items listed need clarification, modification or change All items have to be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 303 (c), 1982 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, note on this list for a copy") where each correction item has been addressed, i e . plan sheet, specification. etc Be sure to enclose the marked up list when you submit the revised plans Applicant contact person Jog, BOO 14 Tel &QQ- q,faZ-7837 NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO HEMS NEEDING CORRECTION WERE DELETED. List No 30, GFNFRAL COMMFRCIAL, WITHOUT FNFRGY OR LOCAL ORDINANCE OR POLICY SUPPLE MFNTS 1 4/23/86 A FLANS Q Please make all corrections on the original :ings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123, (619) 560-U68 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to The jurisdiction's building department B. tiENKKAL Q Provide the site address and a vicinity tch on the Title Sheet Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet (5) All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the design Please include the California license number and the date the plans are signed (f? 6»Jf£C-TV)c\ ^ V 6 } Indicate on the Title Sheet whether or not a grading permit is required for this project Show on the Title Sheet all buildings, structures, walls, etc included under this application Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet 8 Provide aBuilding Code Data Legend on the itle Sheet Include the following code information for each building proposed"~ Occupancy Group Description of Use Type of Construction Sprinklers Yes or No Stories Height Floor Area Justification to exceed allowable area in Table 5-C Justification to exceed allowable height or stories in Table 5-D SITE PLAN 9 ] Provide a fully dimensioned site plan rawn to scale Show North arrow, property lines, easements, streets, existing and proposed buildings and structures, location of yards used for allowable increase of building area and dimensioned setbacks £>ftev° t^i^P 10 I Provide a statement on the site plan Stating "All property lines, easements and buildings, both existing and proposed, are shown on this site plan" 2 W23/86 Clearly designate on the site plan existing tSuildings to remain, existing buildings to be demolished . buildings to be constructed under this permit and any proposed future buildings ~ ) Vi Show on the site plan all proposed walls, retaining walls and fences Specify their heights on the plans 13 J Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan 147 Show and dimension on the site plan all building projections including eaves. balconies, cornices and similar appendages extending beyond the exterior walls Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes 16) Show dimensioned parking layout including any required handicap access spaces Show the location of any designated flood .ains, open space easements, or other development restricted areas on the site plan LOCATION ON PROPERTY \.18j When two or more buildings are on the same property, the buildings shall have an assumed pjopertv line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504 (c) An exception is provided if the combined area of the buildings is within the limits specified in Section 505 for a single building If this exception is used, show how the building(s) will comply with Section 505 . TTh-b VOIU__ f^e, Mt-E4^K-€>9 KUrt£>-/ A. VCO £*L~£h-TT Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of court walls, per Section 504 (c) See possible exception Please show how the court walls will be made to comply with Section 504 (c) The exterior walls less than feet to a property line or an assumed property line, shall be fire-rated construction Section 03 (a) il Exterior walls shall have a 30 inch parapet when less than _ feet to a property line or an assumed property line (See exception, Section 1709 ) The exterior wall shall have protected openings (3/4 hour) when closer than feet to a property line or an assumed property line Section 03 (b) The exterior walls shall have no openings when closer than _ feet to a property line or an assumed property line Openings include windows, doors, scuppers, vents, etc Section _ 03 (b) ^ Eaves over required windows shall be not less than 30 inches from side and rear property lines Section 504 (a) Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction Section 1710 <• Projections may not extend more than 12 inches into areas where openings are not allowed Section 1710 TO I P<-S £sL 3 4/23/86 Projections over public property must comply with Chapter 45 X* f\mt\~ Projections may not extend more than one-third the distance from the exterior wall to the property line or one-third the distance from an assumed vertical plane located where fire- resistive protection of openings is first required, whichever is least restrictive Section 504 (b) Fire-resistive exterior wall construction shall be maintained through attic areas Section 4304 (c) When openings are required to be protected due to location on property, the sum of openings shall not exceed 50 percent of the total area of the wall in each story Section 504 (b) A covered passageway connecting separate buildings must comply with the requirements for an arcade Section 509 32X1 ^^ an an Exterior exit balconies cannot be located in an area where openings are required to be protected Section 3305 (i) Exterior stairways shall not project into yards where protection of openings is required Section 3306 (n) Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour construction for a height of 10 feet above the court or yard grade Openings shall be protected by fire- assemblies having a rating of not less than three-fourths-hour Section 3301 (b) definition and Section 3311 (d) ^35 I Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire-resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater Table 17-A footnote 1, and Section 1702 () iff"' Openings for scuppers, mechanical equipment vents, foundation vents and similar openings have to be protected where openings are required to be protected Table 5-A, Section 03 (b) E. BOHDIHG AREA When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one Section 503 (a) As shown, the building(s) is/are over area for the Type of Construction shown Table 5-C The total floor area of a multi-story building cannot exceed twice the basic area allowed by Table 5-C after increasing the basic area, per Section 506 No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506 Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located Section 505 (c) A basement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building Section 505 (d) 4 4/23/86 /5l No openings in the lower roof Eire permitted within 10 feet of the area separation wall if parapets are not provided Section 505 (e) 5 54; Show the basis for the approved fire-resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet, i e , Item Number in Table 43-A, B, C or U L Directory, etc (Note that trusses require two layers of 5/8 inch Type 'X1, per Gypsum Fire Resistance Design Manual, Item FC 5406) See the attached article, "Area Separation Halls Revisited", and incorporate appropriate data and details on your plans . ' Provide complete details of the area separation wall(s) to show compliance with Section 505 (e) 1-5 Provide a note on the plans stating "Plumbing and conduit penetrations of the area separation wall shall be of copper or ferrous No plastic pipe may penetrate the area separation wall" Section 4304 (e) G. BUIUING HKIGar/STORIES Clearly show the maximum building height based on the definition in Section 409 ^^f Clearly show if the lower level is a basement or story, based on the definitions in Section 403 and 420 Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination See definition of grade, Section 408 The height and number of stories cannot exceed that shown in Table 5-D Show the code basis for the height/number of stories as shown One additional story would be permitted beyond that shown in Table 5-D if the building is sprinklered throughout and the sprinkler system is not otherwise required by Section 506 (area) or Section 508 (substitute for one-hour) Section 507 Towers, spires and steeples shall comply with Section 507, Exception 1 H. FIRK-RESISTIVK CONSTRUCTION Where one-hour fire-resistive construction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction However, the fire sprinkler system shall not waive or reduce fire-resistive requirements for occupancy separations, exterior walls due to location on property, area separation walls, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accordance with Section 1715 Section 508 63 Provide details of the one-hour f ire- stive, construction Include roof/ceiling assembles, floor/ceiling assembles, wall assemblies, post and beam assemblies, etc 64 } Maintain one-hour fire-resistive wall construction at built-in wall fixtures and behind •fflari.boxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc Section 4304. (e) 6 4/23/86 65 I Detail and reference ICBO number or other approval for horizontal fire assembly using trusses Section 4303 (b) 6 -3^" f-t/Vt-^ /:^Nix o P- T7}-E_ C(—DI~~*~r ^ (66 ) Detail how fire-resistive wall and ceiling X^btection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents Also detail recessed light fixtures Section 4303 (b) 6 67 ) Roof/ceiling and^fjrotrr/ceiling' assemblies must be of one-hour construction Detail fire assemblies on plans along with their ICBO number or other I D number from the Fire-Resistive Design Manual published by the Gypsum Assoc or U L number or item number from Table 43-C i 681 Detail water neater vents located inside ^""fire-resistive wall construction or within fire-resistive shafts 69 Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace box opening Section 4304 (e) Q Clearly identify location and hourly fire- ;istive rating of vertical shafts on the plans Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs Section 1706 Note on the plans that elevator doors must be constructed and installed in the same manner as a -hour fire assembly, even though elevator doors are not identified with fire labels Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per Section 4303 (b) 5 As a minimum, show a 22 ga steel jacket around each column to a height of 3 feet above the ground for impact protection Structural members such as beams supporting more than one floor or roof must be individually fire protected (Section 4303 (b) 6 ) Detail required protection ^ Clearly specify minimum thickness of walls and slabs to provide -hour fire-resistive rating per Table 43-B and C Clearly specify minimum cover for bonded reinforcing at fire-rated floors, < fire-rated columns, fire-rated beams Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3 k75 ) Detail all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls as specified in Section 4304 (e) ,76 J Detail all furred ceilings as required in Section 4203 Show fire-retardant treated wood where necessary Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings Section 302 (a) 4/23/86 I. IHIERIOR WALL AMD CETT.THG OCCUPANCY. SEPARATION 7J;r Foam plastics shall not be used as interior finish except as provided in Section 1712 S~\ 79 ) When walls and ceiling are required to be ^fire-resistive or noncombustible, the finish material shall be applied directly against the fire-resistive construction or to furring strips not exceeding 1-3/4 inches The furred space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction Section 4203, 1 ^80 ) When finish materials are set out or dropped ^.^^f more than 1-3/4- inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips Section 4203, 2 Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire-retardant treated wood may be used Section 4203, 2 82,1 All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly Section 4203, 4 83J Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B " A -hour occupancy separation is required between occupancy and the occupancy Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43 Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 750 sq ft , less than 25 percent of the floor area of the major use and not related to an H-l or H-2 Occupancy Section 503 (d) Zlf Provide -hour f ire-resistive door assemblies in the -hour occupancy separation Section 503 (c) The required three-hour rated occupancy separation between B-l and R-l occupancies may be reduced to a two-hour rating when the B-l is limited to the storage of passenger vehicles, and the provisions of Section 702 are not applicable Table 5-B The two-hour occupancy separation may be further reduced to one-hour, if the aggregate area of B-l occupancy within the building does not exceed 3,000 sq ft Section 503 (d) A B-l occupancy in the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building The building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the following Section 702 conditions are met 8 4/23/86 1JKT Provide a complete architectural section of the corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations Section 3305 (g) Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling Section 3305 (g) Corridor walls may terminate at the ceiling only if the ceiling is an element of a one-hour fire-resistive floor or roof system Section 3305 (g) ISO See attached details for approved methods of providing one-hour corridor construction When two exits are required, dead end corridors and exit balconies are limited to 20 feet Section 3305 (e) 132 Exterior exit balconies cannot be located in ' areas where protected openings are required Section 3305 (i) M. EXIT SIGHS Exit signs are required for exits serving an occupant load exceeding 50 Show all required exit sign locations Section 3314 (a) )Z£ SShow that exits are lighted with at least one foot candle at floor level Section 3313 (a) t Show that the power supply for exit illumination and exit signs is provided by two separate circuits (Occupant load exceeds 50 in I occupancies and 100 in H occupancies and 300 in all others) Section 3313 (b) 1 Show separate sources of power for exit illumination and exit signs (Occupant load exceeds 999 in A-l, 500 in A-2/2 1, 150 in churches, 100 in I's, 500 in B-2 occupancies) Section 3313 (b) 2 lhe exit sign locations as shown are not 8fe Provide notes and details to show the elevator will comply with Sections 5101 through 5105 0. GLASS AND GLAZEHG Specify on the window schedule the glass type and thickness to show compliance with Table 54-A and B 160 / \**-7 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces Section 5406 (l6l) Glazing, in the same wall plane as a door, iSust be safety glazing if within 12" of the door and less than 60" above the walking surface, unless the glazing is leaded or faceted glass Section 5406 (d) 7 Cft-/^) ^^T ^ A * in excess of 9 sq ft with the lowest edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface 14 4/23/86 1*3 Glazing in shower and tub enclosures shall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor) Section 5406 (d) 5 P. ROOF \164 ) A fire-retardant roof covering is required ifee exceptions undai- Oet,-t.ixm 3202 (b) U.65) Specify roof pitch .^ , p s- jtoi-^o-* op- rrtiL. . 16b Roof pitch is not adequate for roof covering specified Specify minimum pitch of \ 167 I Specify roof material and applicationrrt£ 12.001— fl68 J Specify ICBO, UL or other recognized listing ^-approval number for roof materials not covered in UBC ..»_.- ^ Specify roof slope for drainage or design to accumulated water Section 3207 (a) ' Show roof drains and overflows Size drains per AppendixArmorer <Section 3207 (a) ^Show the legal basis to allow roof drainage to flow onto the adjacent property Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq ft or 60 LF (9,000 sq ft and 100 LF, if sprinklered) Section 2516 (f) B-2 and B-4 occupancies with over 50,000 sq ft of undivided area and H occupancies over 15,000 sq ft of single floor area shall have smoke and heat vents per Section 32.06 Provide skylight details to show compliance Ji Section 3401 and 5207 or provide ICBO or other recognized approval listing Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing 17t Show attic ventilation Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at least 3 feet above eave or cornice vents Section 3205 (c) Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening Section 3205 (c) Q. FIRE BCTIH60ISHING 176 Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq ft and there is not provided at least 20 sq ft of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away Section 3802 (b) "9 Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall Section 3802 (b) ^80 ]Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms Chutes extending through three or more floors shall have additional sprinkler heads installed within such chutes at alternate floors Sprinkler heads shall be accessible for servicing Section 3802 (b) 1 Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq ft on any floor or 24,000 sq ft on all floors Section 3802 15 4/23/86 Provide fire sprinklers P&fi- Section 506, 507, 508 or 3802 See also jurisdiction ordinance J HA^ t-*Eu<-e*«- TO 183 J When serving more than 100 sprinkler heads, ^Tiutomatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location Provide class standpipes per Section 3807 A. first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required Section 3806 R. FOUNDATION 1185J Provide a copy of the project soil report ^•prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 2905 £^-£- foE-L-OwJ 186 Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation 187 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans (When required by the soil report) me. 188 The foundation plan does not comply with the following soil report recommendation(s) for this project . 189 Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation 190 Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that a the building pad was prepared in accordance with the soils report b the utility trenches have been properly backfilled and compacted, and, c the foundation excavations, forming and reinforcement comply with the soils report and approved plan" ^191 IProvide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect Chapter 29 Show height of all foundation walls Chapter 23 Show height of retained earth on all foundation walls Chapter 23 Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills Chapter 29 Note on the plans that wood shall be 6 inches finish grade Section 2516 (c) 7 16 W23/86 (196 JNote on plans that surface water will drain Sway from building and show drainage pattern and key elevations Section 2905 (f) Dimension foundations per Table 29-A NUUBCROF FLOORS SUPPORTED BYIHH FOONOADON1 1 2 3 THICKNESS OF FOUNDATION WALL |lnch«) CONCRETE 6 8 10 UNIT MASONRY 6 g 10 WIDTH OF FOOTING (lnclu>) 12 1} 18 THICKNESS OF FOOTING (bull. ) 6 7 8 DEPTH BELOW UNDISTURBED GROUND SURFACE (Inch**) 12 18 24 Show minimum under floor ventilation equal to 1 sq ft for each 150 sq ft of under floor area Openings shall be as close to corners as practicable and shall provide cross ventilation on at least two approximately opposite sides Section 2516 (c) 6 Specify that posts embedded in concrete shall be pressure treated per UBC Standard No 25-12 Section 2516 (c) 1 S. MASONRY Show foundation sills to be pressure treated, or equal Section 2516 (c) 3 ^199 ) Show foundation bolt size and spacing Section 2907 (e) [200) Specify size, ICBO number and manufacturer of r driven pins Show edge and end distance and spacing Section 306 (f) ( IF Ut&-V TO ,20l) Show size, embedment and location of hold anchors on foundation plan Section 2303 (b) 4 \202J Note on the plans that hold down anchors must ^"*be tied in place prior to foundation inspection ^203-1 Show adequate footings under all bearing walls and shear walls Section 2907 (d) iT •i>o J=AliZ-FOOr?N->CrS (. <-c*->T &J="-> i~r*v~- ini*\i r-v-*->i i*->i3-^> i LJCst~->T £ 2p£ Show stepped footings for slopes steeper than 1 10 Section 2907 (c) 2&D Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders Section 2516 (c) 2 6 Show pier size, spacing and depth into undisturbed soil Table 29-A 207 S ' V...*1 Show minimum under floor access of 18 inches by*24 inches Section 2516 (c) 2 ^K) SShow veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, A-, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints or show construction to be per attached sheets 30-1 or 30-2 ZU: SShow height and construction details of all masonry walls Chapter 24 12 Note that cleanout openings shall be provided at the bottom of all cells to be grout filled over 4' in a single pour Cleanout shall be sealed before grouting, after inspection Section 2414 (a) 8 ^r<hShow floor and roof connections to masonry walls Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater Cross grain tension or bending in wood ledgers is not permitted Section 2212 (j) 3 A Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls Section 1707 (d) /OPT-00 4/23/86 JXS SIShow a minimum 2" air space and flashing between planter and building walls Section 2516 (c) 7 T. FRAKDtG 223-"srShow rafter purlin braces to be not less than U5 degrees to the horizontal Section 2517 (h) 5 Show wall bracing Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1x4. diagonal let-in braces or equivalent Section 2517 (g) 3 ¥H Note cross bridging or blocking Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line Section 2506 (g) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses (To ensure loading will be as designed) (225 ) Show double top plate with minimum 48" lap ^""splice Section 2517 (g) 2 ?£f>Shou nailing will be in compliance with Table 25-Q iiSShShow blocking at ends and at supports of floor joists, and for rafters at exterior walls Section 2517 (d) 3 Show solid blocking at ridge line and at exterior walls on trussed roofs Section 2506 (g), Section 2517 (h) Show double joists Floor joists shall be doubled under bearing partitions running parallel with the joists Section 2517 (d) 5 partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joist Section 2517 (d) 5 Show rafter ties Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel Section 2517 (h) 4 [227 J Show or note fire stops at the following —locations per Section 2516 (f) a in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall b at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings, in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished, and in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials 18 4/23/86 [228 ) Show stud size and spacing Maximum ^—Allowable stud heights, bearing wall 2x4 and 2x6 max 10', non-bearing 2x4 max 20' Table 25-R-314', 2 x 6 max 229^S supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o c Table 25-R-3 (230 JNote an A I T C Certificate of Compliance ^for glued laminated wood members shall be given to the building inspector prior to erection Section 306 (f) If^ \??gJO (231 ) Detail all post to beam and post to footing ^"Connections and reference the detail to the plan Section 2516 (m) Jtv> C=l'2- ^JK-^bcFF^'C^ETA—>1TO f232J Detail shear transfer connections, including ^—roof and floor diaphragms, to shear walls Section 2513 233 ) Specify nail size and spacing for all shear alls, floor and roof diaphragms Indicate required blocking Maintain maximum diaphragm dimension ratios (Tables 25 I, J, K) and Section 4713 (d) ( 'fl&fl- CA-UO^=> ) Show 3" x 4" or 2" x 6" studs in first story of three story building Table 25-R-3 Provide truss details and truss calculations for this project ^3i6 Provide roof framing plan and floor framing plan Section 302 (a) 7 r^Provide framing sections through ^238 J Specify all header sizes for opening over 4' "wide Section 2517 (g) 5 AT" Ely V&2-1 239) Provide calculations for main vertical and ^—horizontal framing members and post footings Section 302 (a) 7 SEX- ¥? / "2-) I240 )Provide calculations for lateral loads, shear ^"•panels, shear transfer and related Section 302 (9) 7 *) E»E. .1 V/VLJOE: T?t7vt~l ' P (241 J Show on the plans all structural requirements in the structural calculations PHJL-_ 2/»2T" Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used Section 2516 (c) 4 2Afli Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used Section 2516 (c) 4 Section 320 (a) 7 (S AT- 19 4/23/86 Wood stud bearing walls, with studs at 24" o c , require 3ea 2 x 4 or 2 ea 2x6 or 2 ea 3 x 4 top plates if supporting either floor members or roof trusses that are spaced more than 16" o c and do not bear within 5" of the supporting stud Section 2517 (g) 2 245J Specify plywood grade and panel "identification index Table 3S=* /M^r- 0e: /M)N- 'Z.W * 21m When roof pitch is less than 3 12, design ridge as a beam Section 2517 (h) v£l If foundation cripple wall studs are less ' than IV framing shall be solid blocking Seciion 2517 (g) 4 2*48 Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories Section 2517 (g) 4 ,49y Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior grade Section 2516 (g) 3 Show a weep screed at the foundation plate on all exterior and stud walls to be stuccoed Section 4706 (e) Ridges, hips, and valleys shall be at least one size larger than supported rafters Section 2517 (h) 3 M? :In open beam construction, provide strap ties across the beams at the ridge support Section 2501 (b) U. MISCELLANEOUS 253 Show light and ventilation, for areas customarily used by people, will comply with Section 605 Provide details of restrooms to show compliance with Section 510 (b), regarding floors, walls and showers Provide restrooms for each sex if the number of employees exceeds 4 and both sexes are employed Section 705 (B occupancy) 25«"ShShow unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 30" above grade or floor, and roofs used for other than service to the building have 42" minimum height guardrail, through which a 6" sphere cannot pass, and designed for 20 Ibs per lin ft applied horizontally at top rail (50 Ibs for exit facilities serving more than 50) Section 1711 Table 23-B V. TITLE 24 HANDICAPPED ACCESS \257jl Provide note and details on the plans to show compliance with the enclosed Handicapped Access Check List Handicapped access requirements may be more restrictive than the UBC W. ENERGY COHSERYATIOH $ <££ 258 Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation 256 Provide electrical plans, plan details, calculations and the completed Form 5 to show compliance with state regulations for energy conservation 20 4/23/86 259J Incorporate in the plans or specifications fie attached "Title 24 Mandatory Requirements" and the "Title Ik Construction Compliance Statement Requirements" (260 ) Please see additional corrections, or remarks, on the following page The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 619/560-1468, to perform the plan check for your project If you have any questions regarding these plan check items, please contact N->0 /s-i.t-..oL?MT- 0?= at Esgil Corporation Thank you Enclosures IT" TO >O O Ufcrl 2,'tO T74 PpxgT7O/° 6rt€Aa* VJA.I-L- i L;tSO »*0 TT^F SVO NJOT- rH/VTT^ T7tT= ££L m 62 *T 0 Z /JOT- > ( 7 . 7* o 26 269 to) //O 7o £> C. r/?'><j>ie£ y. A To 77,V- £*AA0#£*>S 27% TITLE 24 DISABLED ACCESS REGULATIONS NON-RESIDENTIAL CHECK LISTf AT EACH CIRCLED ITEM, NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION A—C_- A WALKS AND SIDEWALKS (SFC 2-3325) Walks and ndcwallu shall hive a continuous com mon surface not interrupted by tteps or by abrupt change] m level exceeding Vi inch and shall be a minimum of 48 inches in width 2 Surfaces with a slope of less than 6 percent gradient shall be at least as slip resistant as that described u a -ncdium ulud fin^h 3 Surfaces with a slope of 6 percent gradient or greater shall be slip resistant. 4 Surface cross slopes shall not exceed !4 inch per foot 5 Walks sidewalks and pedestrian ways shall be free of graungs whenever possible For gratings located in the surface of any of these areas, grid opening! m gratings shall be limited to Vi inch in the direction of traffic flow 6. When the slope in the direction of travel of any wilt exceeds 1 vertical to 20 honzontal it shall comply with the provisions for Pedestrian Ramps 7 Abrupt changes in lc\cl along any accessible route shall not exceed Vt inch When change) in level do occur they shall be beveled with a slope no greater than 1 2 except that level changes not exceeding % inch mav be vertical When changes in levels greater than Vi inch are necessary they shall comply with the requirements for curb ramps 8 Walks shall be provided with a level area not lesi than 60 inches by 60 inches at a door or gate that swings toward the walk and not less than -48 inches wide by 44 inches deep at a door or gate that swings away from the walk Such waJSu shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk 9 Alt walks with continuous gradients shall have level areas at least 5 feet in length at interval* of at least s—<v every 400 feet ( B IUZARDS (SLc. 2-3326) Warning curbs Abrupt changes m level, except between a walk or sidewalk and an adjacent street or dmeway exceeding 4 inches in a vertical dimen sion, such as at planters or fountains located in or adjacent to wa'ks, sidewalks, or other pedestrian ways shall be identified by curbs projecting at (cut 6 inches in height above the walk or sidewalk surface to warn the blind of a potential drop off When a guardrail or handrail is provided, no curb u required when a guiderail is provided centered 3 inches (plus or minus one inch) above the surface of the walk or sidewalk the walk is 5 percent or less gradient or no adjacent hazard exists 2 Overhanging Obstructions Any obstructions that overhangs a pedestrian s way shall be a minimum of 30 inches above the walking surface as measured from the bottom of the obstruction PARKING (SEC 2 7102) 1 The following table establishes the number of handi capped parking spaces required Total Number of Parking Spaces 1 40 41 SO 81 120 121 160 161 300 301 400 401 500 over 500 Number of Handicapped Parking Spaces Required 1 2 3 4 5 S 7 1 for each 200 additional spaces provided When less than 5 parking spaces are provided one shall be 14 feet wide and lined to provide a 9 foot parking area and a 5 fool loading and unloading area 2 Physically handicapped parking spaces shall be lo- cated as near as practical to a primary entrance If unl> one space is provided u shall be 14 feet wide and lined to provide a 9 fnol parking area and a 5 fool loading and unloading area When mure than one space is provided in lieu of providing a 14 foot wide space for each parking space two spaces can be provided within a 23 Cool wide area lined to provide a 9 fool parking area on each side of a 5 fool loading and unloading area in the center The mm imum length of each parking space shall be 18 feel 3 In each parking area a bumper or curb shall be pro- vided and located let prevent encroachment of cars over the required width of walkwrys Also the space shall be in located thai a handicapped person is not compelled to wheel or walk behind parked cars other than their own Pedestrian ways which are accessible to the physi ally handicapped shall be provided from each such puking space to realted facilities, including curb cuts or ramps as needed Ramps shall not encroach into any parking space EXCEPTIONS I Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such encroachment does not limit a handicapped person s capability to leave or enter their vehicle thus providing equivalent facilitation. 4 Surface slopes of parking spaces for the physically handicapped shall not exceed '/i inch per foot in any direction 5 Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 3 feet 2 inches where required for accessibility to handicapped parking spaces 6 Handicap parking identification signs shall be provided as required by Section 2-7102(e) in the following locations a. On Urn pavement within each required park- ing apace b At Urn entrance to the parking facility ANJTARY FACILITIES (SEC 2 - 5 11 ) separate facilities are provided for non handi- capped persons of each sex separate facilities shall be provided for handicapped persons of each sex also Where unisex facilities are provided for non- handicapped persons such unisex faalit es shall be ©provided for the handicapped. Where sanitary facilities are located on accessible floors of a building they shall be made accessible to ©the physically handicapped £)_! J?LX>NE£_, ' Passageways leading to sanitary facilities shall have a clear access width as specified in Chapter 33 All doorways leading to such sanitary facilities shall A clear unobstructed opening width of 32 inches. f&MPU^VltL \ A level and clear area for a minimum depth of iDlLJcJ s« J 60 inches in the direction of the Hnor iwmg ai measured at right angles to the plane of the Kior in its closed position and 44 inches where he, v door swings away from the level and clear area. ' ) Multiple accommodation toilet facilities shall iuvc the£etlowmg ^afA clear space measured from the floor to a height of 27 inches above the floor within the sanitary facility room of sufficient size to inscribe a circle with a diameter not less than 60 inches or a clear space 56 inches by 63 inches m size Doors other than the door to the handicapped toilet compartment in any position may encroach _. into this space by not more than 12 inches (byA water closet fixture located in a compartment \ rt/j shall provide a 28 inch wide clear space from a )\j}$ fixture or a 32 inch wide clear space from a wall 4.V. at one side of the water closet and a 48 inch long / ,» clear space in front of the water closet if the/VjOM'?'>-'> compartment has an end opening door (facng the water closet) A 60 incn minimum length clear space shall be provided in a compartment with the door located at the side Crab bars shall not project more than 3 inches into the clrar ._ spaces as specified above \c)yA water closet compartment shall be equipped \- with a door that hu an automatic closing device 1 " and shall have a clear unobstructed opening width / ^ of 32 inches when located at the end and 34\ * inches when located at the side with the door S. positioned at an angle of 90 degrees from its \ closed position Except for door opening widths \ and door swings a clear unobttructed access not I less than 44 inches shall be provided to water / closet compartments designed fur use by the / handicapped and the space immediately in front'' \"Z,~7 ^ 2,7/* 102385 Itto f>° of a water dotet compartment shall be not leu that 48 inches as measured at right angles to com _- parlmtfnl door in its doicd posiuon. ()J/Slngle aceonodation toilet facilities shall ^-^' have the following! There «hall b« sufficient space in th« toilet roon for • •neelchair maa- uring 30 inches wide by 48 inches long to enter the roo* and permit the door to close The eater closet shall be located in a space which provides a 23 men wide clear spaca fro* a fix- ture at a 32 inch vide clear space from e wall at one side of the water eloeet and 48 inches of clear space in front of tn« water cloaet J5\n an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment which provides a dear space of not less than 36 inches wide by 48 inchei long in front ©of the water closet Crab b^rs located on each side or one side of the back of thc physically handicapped toilet stall or compartment shall be securely attached 33 inches above and parallel to the floor Grab ban at the side be it least 42 inches long with the front end positioned 24 inches in front of the water doset stool and grab bars at the back shall be not less than 36 inches long The diameter or width of the gripping surfaces of a grab bar shall be 114 inch to 1ft inch or the shape lhall provide an equivalent gripping surface. If grab ban are mounted adjacent to a wall the space be (3 JA dear floor space 30 inchei by 48 inchei shall be ^—'provided in front of a lavatory to allow a forward approach. Such dear floor space shall adjoin or overlap an accesible route and shall extend into knee and toe space underneath the lavatory Where urmali are provided at least one shall have a clear floor space 30 inches by 48 inchei in front of the urinal to allow forward approach Where facilities for bathing are provided for tne public, clients or employees, including showers, bathtubs or locfcers, at least ono such facility shall comply with tna handi- cap access standards in Section 2-511(a)9. 1/4 inch thick identification symbols shall be: provided on doors to sanitary facilities A 12 incn triangle far man and 12 incn dia- meter circle for wonen is required. TER CLOSETS (SEC 5-1502) The height of accessible water doseti shall be a min- imum of 17 inchei and a maximum of 19 inchei measured to the top of the toilet seat Flush controls shall be operable by an oscillating handle with a maximum operating force of 3 Ib or by a remote low voltage button The handle or button shall be located so they are opcrable^without rcquinng excessive body movement — - - I URINALS (SEC 5-1503) *~t \ Wheie urinals are provided at least one elongated rim at a maximum of 1 7 inches above the floor u required 2 Flush controls shall be hand operated and shall be mounted no more than 44 inchei above the floor (LAVATORIES(SEC 5-1504) l\ Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee dearance under the front lip ex tending a minimum of 30 inches in width with 3 inches minimum depth at thc top Toe dearance shall be the same width and shall be a minimum of 1 7 inches deep from the front of the lavatory 2 Hot water and drain pipes under lavatories shall be insulated or otherwise covered There shall be no sharp or abrasive surfaces under lavatories Faucet controls and operating mecharusmt shall be operable with one hand and shall not require light grasping pinching or twisting of the wnst The force r^uirrd tr> activate controls shall be no greater than 5 Ib Lever operated push typr and electronically controlled mechanisms are examples of acceptable designs Self doting valves are allowed if the faucet remaiis open for at least 10 seconds. PACE 2 JNC FOUNTAINS (SEC 5-1507, 2-511) ilrinking fountain thall be a minimum of 18 inches in depth and there shall be clear and unob structed spaces under the drinking fountain not less than 27 inches in height and 13 inches in depth the depth measurements being taken from the front edge of thc fountain A side approach drinking fountain ir'not acceptable 2fThc bubbler shall be activated by a control which is / easily operated by a handicapped person such ai a hand-operated lever type control located within 6 inches of the front of the fountain a push bar control along the front of the drinking fountain etc. The bubbler outlet orifice shall be located within 6 inches of the front of the drinking fountain and shall be within 36 inches of the floor The water stream from the bubbler shall be substantially parallel to the front edge of the drinking fountain 'Vhere water fountains are provided they shall be located completely within alcoves or otherwise positioned so as not to encroach into pedestrian ways (ORSfc HARDWARE (SEC 2 3301 3304) II primary entrances to buildings shall be made accessible to the handicapped Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor Latching and locking doors that are hand acti I and which are in a path of travel shall be oper with a single effort by lever type hardware by panic bars, push pull activating bars or other hard ware designed to provide passage without requiring the ability to grasp the opening hardware Locked exit doors shall operate as above m egress direction. Doors to individual hotel or motel units shall oper ate similarly except that when bolt and unlatching operation is key operated from corridor or ex tenor side of unit door large bow keys (2 inch) full bow or I'A inch (half bow) shall be provided in lieu of lever type hardware on the corridor side Separate dead lock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn in an easily reached location. 3^Width and Heights. 1 Every required exit doorway ' shall be of a size as to permit the installation of a door not lest than 3 feet in width and not less than 6 feet 3 inches m heignt. When installed in exit doorways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exitway is not less than 32 inches. Jr For hinged doors the opening width shall be mea sured with the door positioned at an angle of 90 degrees from its closed position At least one of a pair of doors shall meet this opening width require ment Revolving doors shall not be used as a required ©entrance for the physically handicapped. Maximum effort to operate doors shall not exceed 8 5 pounds for exterior doors and 5 pounds for , interior doors such pull or push effort being applied at nght angles to hinged doors and at the center 'plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards When fire doors are required the maximum effort to operate the door .__ may be increased not to exceed 15 pounds. C( 6} Construction The bottom 10 inches of all doon ^"•'except automatic and sliding shall have a smooth te. uninterrupted surface to allow the door to be i opened by a wheelchair footreit without creating a trap or hazardous condition Where narrow frame doors are used a 10 inch high smooth panel shall be b installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition ^Thresholds shall not exceed VS inch in height re turnstiles are used a door or gate that is accessible to the handicapped ihaJl be provided .within 50 fret. (There shall ba a level clear area on each nda "of an emt or paaaaoa door Provide 60 inches ^ clear in the direction of lh» door swing arid 44 inches on tna side opposite tNe door swing direction neeaurementa ere to 6e et rioht 000 *2_ 13 S anqlea to th« cloacd door '~ J^ To! The width of the required level area on the side into which the door swings shall extend 24 inchea past the strike edge for exterior doors and 18 inches pagt the strike edge for interior doors The space between two consecutive door openings in a vestibule serving other than a required exit stairway shall provide a minimum of 48 inches of clear space from any door opening into the vestibule when the door is open 90* Doors into a vestibule shall swing in the satne direc- tion or they both shall swing away from the vestibule CORRIDORS AM) EXIT BALCONIES ( SEC. 2-3305) y*Corridors that exceed 200 fewt in length shall a Have a •imnui claar width of 60 inches, b Have at a central location, a 60 inch x 60 inch minimum wheelchair turning/passing space, or c Have at a central location, an intervening cross corridor (minimum 44"), or d Have at a central location, an openable door which provides complying access to an area adjacent to the corridor STAIRWAYS (SEC 2-3306) Handrails shall extend a minimum of 12 inches beyond the top nosing and 12 inches plus tha tread width beyond the bottom nosing 1/The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface and shall have a smooth surface with no share corners Jf The upper approach and the lower tread of each interior stair and every tread of exterior stairs shall be marked by a strip of clearly con- trasting color, at least 2 inches vide pldced parallel to, and not more than 1 inch from the nose of the step or landing to alert the visually impaired (Applies to stairs with 2 or nrare risen) ±S Open stairways are not permitted. Risers shall ^ be sufficiently solid to prevent th« pess*g« of objects larger than 1/4 inch. i^ Tread surfaces shall be slip-resistant and shall ' have smooth, rounded or chamfered exposed edges The lower front edge shall be beveled or rounded. 4<" Nosing shall not project more than 1-1/2 inch past the face of the riser below. (SEC 2-3307) lhe ilope of a ramp ihall not exceed 1 in 12 top landing! on a ramp must be at least 60 nches in depth a door swings onto a top landing the landing depth ihail be not leu thin 42 inches plus the width of the cop landing shall have a width not less than iti IJ^-<l "^ i 5<^l ' The top landing shall extend not leu than 24 inches beyond the stnke side of the door at exterior rampt 18 inches at interior ramps The bottom landing shall be not leu than 72 inches deep ^JJs T b ^«» .ft T ^ .de Jr Intermediate landings shall be provided at turns and '-c whenever me change in level exceeds SO inches. if Intermediate landings on straight ramps shall have a depth of not less than 5 0 Intermediate landings on ramps that turn greater than 30 degrees shall be / not less than 6 feet in depth /9 {Umps shall be not less than 4 feet wide W' Ramps serving a primary entrance for an occupant load of 300 or more shall be not lest than 5 feet wide /Handrails shall be placed on each side of emch ramp and shall extend 12 inches beyond the top and bottom of the ramp 1^ Surfaces of rampi shall be slip resistant PACE 3 EVATORS (SEC 2-JIOJ) At l«**t on« elevator shall havw a mini**** in- •ld« car platform of 6 feet 8 lnch«a wid* by 4 feet ) inches deep with a minlffuv clear opening width of 42 inches in buildings more thin three stories in height and in all buildings vnaro elevators are required jr Passenger elevators in buildings other than those required in Vo I above and serving an occupant load of more than 50 shall have a minimum inside ear platform of J feet 8 inches wide by 4 feet 3 inches deep Doors shall be ) feet claar aide slide-type Paaaenger elevators in buildings other than those required in No 1 above and serving an occupant load of less than JO shall have a minimum inside car platform of 4 feet d inches wide by 4 feet 6 inches deep The door opening shall be at least 2 feet 8 inches clear width 4X All passenger elevators shall have handrail lo- cated 2 feet & inches to 2 feet 10 inches above the car platform S*** Elevator car operation buttons need to be with- in reach of wheelchair users and of a type that blind or partially sighted persons can identify as required by Section 2-5103(m) j*S Wheelchair lifts shall comply with Sec 2-5106 AREAS (SEC 2-3303 )(FIRE MARSHAL REGULATED OCCUPANCIES) l<^Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) rooms or areas on each floor to provide safe refuge for the handicapped Refuge areas are not required on stories opening to grade or with ramps to grade or in stories used only as service basements or only for park- ing TEIE?HO«:S (SEC 2-511) General. If public telephones are provided, they shell comply with Section 2-511 ( d) /RICH. Electrical receptacles (15, 20 and 30 amps] shall be at least 12 inches above the floor n 3-210-50(e) Switches and controls for lights appliances, cooling, heating and ventilating equipment shall be not less than } feet nor more than 4 feet e the floor Section 7-380-3 ( C ) Firs alarm initiating devices shall be -*8 inches above the floor, ground or sidewalk Section ;-76d-3 1 SPECIFIC OCCUPANCY REQUIREKNTS Chapters 2-6 through 2-14 have specific occupancy requirements for access in addition to the general requirements listed above Provide notes and de- tails to comply with 102335 ELECTRICAL .. S "73 PLAN CORRECTION SHEET DATE / Z~ /Co -"o / PLAN CHECK NUMBER:n /— b I £J, Submit complete electrical plans and specifications Submit plan showing location of all services if. Submit complete one-line diagram of service and feeders 4.) Indicate the grounding system to be installed for building service Co I^O 5.) Indicate ampere interrupting capacities (AIC) of service and subservice equipment NEC 230-65/110-9 6^ Indicate sizes of fuses and/or circuit ^ breakers ( 7.J Indicate fuse symbols to show fault currents are limited to 10,000 amps on branch circuits B? If fuses are not used to limit fault currents on branch circuits to 10,000 amps, specify method to be used 9^ Submit plan showing location of all switchboards ya. Indicate dimension of switchboards and control panels rated 1200 amperes or more NEC 110-16(c) Submit plan showing location of all transformers Indicate the grounding system to be installed for transformers NEC 250- 26(c) g2 VOLLTE WAGGONER PLAN CHECKER Q OWEN DILLON . Provide overcurrent protection on the secondary side of transformers NEC 240- 21/384-16(d) Submit plan showing location of all panels . Submit panels schedules Specify conduit and wire sizes (l7.j Specify aluminum or copper conductors and type of insulation vf. Show approximate length of feeders L 19^) Specify electrode conductor size and type wire (aluminum or copper) j. Submit electrical load calculations f- Indicate existing service size . Indicate existing building load 39. Indicate new additional loads Indicate wiring method 16. Show exit signs on the electrical lighting plan Note Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314 (26.)provide receptacle(s) within 25' of the roof mounted A/C units UMC Section 509 VI. Provide multiple switch lighting controls per CAC, Title 24, 2-5319 Any questions on electrical please contact the plan checker shown above, at Esgil Corporation at (619) 560-1468 Thank you 08/31/87 Junsdiction / Prepared byt VALUATION AND PLAN CriECK "EE Eldg Dep Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT «J Qg. ft>OO>4- BUILDING OCCUPANCY PHONE NO S b2.~7 6 3 "7 TYPE OF CONSTRUCTION "i?" j DESIGNER PHONE CONTRACTOR ?UONE BUILDLNG PORTION £C£>T7*0£/vt^r ^ir Conditionins Commercial Residential Res or Conun Fire Snnrklers EUILDING AREA qomrf c\cH\$ Total Value VALUATION MULTIPLIED $5>^ co (§-^Z'6O ia e VALUE •^£33,W- 1 ! i , ^ZS, 3/5 / /SS 8,73V, Building Permit Fee S_ Plan Check Fee S COM M E N T S 8/4/32 \ ra Q m T3 (U 3 0) cuOi 0)4-1n> 0 > CO T3 <u a: 0) (0Q m T3 0) 0) £± ENGINEER! Date JZ-3I-Q7 Plan Check No 87- &?Z Project Address /88^ Mfl&iSou /<&). Project Name //£, OLI& GA&O&J Field Check Date By LEGAL REQUIREMENTS Site Plan LEGEND 1,2,3 Item Complete Item Incomplete - Needs Your Action Number in circle indicates plancheck number that deficiency was identified D D D D 3 4 Provide a fully dimensioned site plan drawn to scale Show North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks Show on Site Plan Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns Provide legal description of property Provide assessor's parcel number n n n D n n n n PERMITS REQUIRED Grading 5 6 7 Grading permit required (Separate submittal to Engineering Department required for Grading Permit) Grading plans m plan check PE Need the following completed prior to building permit issuance A Grading plans signed B Grading permit issued C Grading completed D Certification letter and compaction reports submitted E Grading inspected and permit signed off by City Inspector Right-of-Way Permit required for work m public right-of-way (e g., driveway approach, sidewalk, connection to water mam, etc) Industrial Waste Permit application required To be filled out completely and returned to Development Processing D FEES REQUIRED a a a a D D REMARKS 10 Park-m-Lieu fees required Quadrant -= — , Fee Per Unit — — " , Total Fee 11 Traffic impact fee required Fee Per Unit -- , Total 12 Bridge and Thoroughfare fee required Fee Per Unit , Total Fee — 13 Public facilities fee required 14 Facilities management fee required 15 Additional EDU's required Sewer connection fee &»e, \-Fee Sewer permit no 3IQO 16 Sewer lateral required o 0 K to Date 378% If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161 i \ N V flj Q 1 >• CO TJ<0 V <U <£ f ^o; ro CO •D (U 5 0) 0)a: 0) (0 Q CO •a 0) <u Qi :*==**= CO =*»= u u ua. a. a. Plan Check No PLANNING CHECKLIST Address Type of Project and Use Zone l-l-g _ Use Allowed' YES Side OK Rear O/<j NO Setback Front O/C Facilities Management Zone | School District San Dieguito Carlsbad ^ Discretionary Action Required YES Environmental Required YES Landscape Plan Required YES Comments Encmitas San Marcos NO NO pC NO Type 5P)67 Coastal Permit Required D LJ D Additional Comments YES NO OK TO ISSUE DATE 2560 ORION WAY CARLSBAD, CA 92008 TELEPHONE (619) 931 2121 City of Carl^bab FIRE DEPARTMENT PLAN CHECK REPORT PAGE 1 OF _/_ APPROVED DISAPPROVED PLAN CHECK* PROJECT ARCHITECT T7?<? l/i*\lf£uT OWNER A D . / CONST DSPRINKLERED D TENANT IMP ADDRESS /A»f>J ADDRESS ADDRESS fi-J^ / /->/C TOTAI so FT PHONE 3/ll '£ 1^-2*) O2. PHONE ~7 / & ' 7^5'9 ' STORIES APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS 1 2 3 4 PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of floor plan(s), site plan, sheets Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project Provide specifications for the following Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, COz, alarms, hydrants) Plan must be approved by the fire department prior to installation The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT The following fire protection systems are required D Automatic fire sprinklers (Design Criteria ) D Dry Chemical, Halon, COz (Location ) D Stand Pipes (Type D Fire Alarm (Type/Location '. ) 7 Fire Extinguisher Requirements -. — >E) One 2A rated ABC extinguisher for each A./90O sq ft or portion thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel . -SLAn extinguisher with a minimum rating of t&J&&- to be located K/ Tf /;<^» /V? -c5>4 D Other 8 Additional fire hydrant(s) shall be provided EXITS 9 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort 10 A sign stating, " This door to remain unlocked during business hours" shall be placed above the mam exit and doors __ __ ___ __ ___ 11 EXIT signs (6" x 3/i" letters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors GENERAL 12 Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code 13 Buildmg(s) not approved for high piled combustible stock Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids If high stock pil ing is to be done, comply with Uniform Fire Code, Article 81 14 Additional Requirements _ , ALL. tg^/T" (7J /327 "7 <: -3 V 7 .15 Comply with regulations on attached sheet(s) Report mailed to architect Met with Attach to Plans 2560 ORION WAY Citp of Cari*&a& CARLSBAD, CA 92008 FIRE DEPARTMENT ~^~ TELEPHONE \ (619) 931 2121 DISAPPROVED PLAN CHECK REPORT APPROVED PLAN CHECK* £ Dime ^A^bcTvi ADDRESS / 8 9 Ll /AT? axf ADDRESS >M^S yTBV^ . PHON E nwMPp.)4vig?W>.S tJl*S&UAjty -flSSaC ' ADDRESS A J&*J Pc{T %S*Af k PHONE "7^LJ OCCUPANCY _A_3 CONST V I V\/* TOTAL SO FT ^/'. I Df> STORIES DSPRINKLERED D TENANT IMP V APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS PLANS, SPECIFICATIONS, AND PERMITS 1 Provide one copy of floor plan(s), site plan, sheets 2 Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project 3 Provide specifications for the following -/"forv/ / I)(.A&1 /zV/IA-u s / S'/.S/c-^^ 4 Permits are required for the installation of all fire protection systems (sprinklers, stand pipes,Mjfy~chemic£il, halon, COz, alarms, hydrants) Plan must be approved by the fire department prior to installation • "" 5 The business owner shall complete a building information letter and return it to the fire department FIRE PROTECTION SYSTEMS AND EQUIPMENT 6 The following fire protection systems are required D Automatic fire sprinklers (Design Criteria = ) ^E Dry Chemical, Halon, CO2 (Location //7?xW / })L*rl ^SO/tOT?^, ) D Stand Pipes (Type D Fire Alarm (Type/Location ^Fi.re Extinguisher Requirements / n^ (j'-'12A rated ABC extinguisher for each {fjULHJ sq ft or portion thereof with a travel distance to the nearest ) extinguisher not to exceed 75 feet of travel ^\S An extinguisher with a minimum rating of to be located D Other 8 Additional fire hydrant(s) shall be provided . EXITS 9 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort m A sign stating, " This door to remain unlocked during business hours" shall be placed above the mam exit and doors \AJht-~» TV? /ivV 77 . iC^ 7v/Jtr.' /J.?-A/3 j3^7-~> A/<t=. t (7 /*. ^<g-/3 _ 11 EXIT signs (6" x 3A" letters) shall be placed over all required exits and directional signs located as necessary to clearly indicate the location of exit doors GENERAL 12 Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code 13 Buildmg(s) not approved for high piled combustible stock Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids If high stock pil ing is to be done, comply with Uniform Fire Code, Article 81 .14 Additional Requirements ~~2 7 .£>>-» t)i t £ £&i TWl L S 7L 15 Comply with regulations on attached sheet(s) Plan F»amin»f- --- dt - ~/^ 7^4** ^"^ Report mailed to architect _ Met with _ ^ _ _ Attach to Plans ^ f. X <.fzje-)^ 2075 LAS PALMAS DRIVE CARLSBAD CA 92009 4859 COMMUNITY DEVELOPMENT May 26, 1988 TELEPHONE (619)4381161 Joe Boch PO Box 593330 Orlando, Florida 32859 Plancheck 87-692 OLIVE GARDEN RESTAURANT Attached is a list of the final cor/ections for your project We discussed this on the telephone Yesterday Those that are initialled have been approved by the City eft Carlsbad Corrections 257 D 5, 0 l,(261/and 262 must be resolved by you Note that z6 B 1s approved butTne combination waste/vent system is not. The jHre Marshall will respond concerning the canvas awnings CARTER DARNELL, PLANCHECKER xc Jim Harris, Fire Dent 6/1/88 Spoke to Joe Boch He said that Martv had told "someone" in his organization that a permit was available I repeated the instructions in the letter above CD 845A f. COUNTY OF SAN DIEGO DEPARTMENT OF HEALTH SERVICES Division of Environmental Health Protection 1700 Pacific Hwy , San Diego, CA 92101 (619) 236-2243 PLAN CORRECTION SHEET PLAN CHECK # PAGE /_ OF f II2H; VI t DDRESS /^77<D CONTRACTOR MA _DATE _ _PHONE PHONE JQf I/ J/ Address of Proposed or Remodeled Health Regulated Building TYPE OF BUSINESS M^A/V^RECHECK REQUIRED |\1Q APPROVED ft (d*HECKED BY ITEMS KkU..1 Z d M (J J DHS EHP-886 (4/84) COUNTY OF SAN DIEGO DEPARTMENT OF HEALTH SERVICES Division of Environmental Health Protection 1700 Pacific Hwy , San Diego, CA 92101 (619) 236-2243 . . , PLAN CHECK # PAGE OF <» i < . r£ , PLAN CORRECTION SHEET OWNER DATE ADDRESS 677s> CONTRACTOR t.v/. /? PHONE PHONE Address of Proposed or Remodeled Health Regulated Building tfj OS TYPE OF BUSINESS &> RECHECK REQUIRED NO APPROVED .vt CHECKED BY ITEMS F?>1Z DM O.u DHS EHP-886 (4/84) COUNTY OF SAN DIEGO DEPARTMENT OF HEALTH SERVICES Division of Environmental Health Protection 1700 Pacific Hwy , San Diego, CA 92101 (619) 236-2243 PLAN CHECK # ^ / A3 / f/C \. PAGE / OF / PLAN CORRECTION SHEET t OWNER Slr/iPf^! /-///A X??/ DATE ^//O/K^> ADDRESS ^7/55 /£a*& F£t.**e £># fffUsrh Fl- PHONE J, . v3^r A CONTRACTOR As/ A r/VC PHONE f^ns-) «&7-A57^ Address of Proposed or Remodeled Health Regulated Building AfxV A<4A#l$af(/ ^ TYPE OF BUSINESS /?^/ / /Jn/id RECHECK REQUIRED {/-^ APPROVED//!) V fl^**. ITEMS /- / ,, CHECKED BY ^/J /y{/) /^-/ r.i""> xi^-Vy i** /^ v55^ ///^r/ /^i A V, / /^•//^ ^*>,r«flF— '^0°^^^ ^ f / L ) 0 Ui\U; U DHS EHP-886 (4/84) TRU5 JOIST CORPORATION Inland Sales Office 5088 Edison Ave Chmo, California 91710 P O Box 786 Chmo, California 91708 714/6277331 October 18, 1988 Mr. Glenn Bolton Oakview Construction iQQh Marron Road Carlsbad, California 92008 Re Olive Gardens Restaurant Trus Joist Order No 10-8-0890 Dear Glenn Thank you for allowing us to visit your jobsite on October 11, 1988. Two items regarding the support of the kitchen hoods are noteworthy, 1 Where the unistruts are being supported by the bottom chord of the trusses, a vertical 2x6 should be secured from the bottom chord to the top chord next to the unistrut on each side of the truss 2 Where the unistruts run over the wall that's between the hoods, a cripple block should be installed under the unistrut to the wall Furthermore, after reviewing the placement and weight of the mechanical units on the roof, the trusses supplied are fully able to support these loads Should you have any further questions, please feel free to give me a call Sincerely, Trus Joist Corporation Theodor H. Rosantsson Regional Engineer THR/cnp cc Jay Love STRUCTURAL CALCULATIONS FOR OLIVE GARDEN CARLSBAD, CALIFORNIA FEBRUARY 23, 1988 BENTLEY ENGINEERS & ARCHITECTS, INC PORTERFIELD BUILDING, SUITE 260 3191 MAGUIRE BOULEVARD ORLANDO, FLORIDA 32803 INDEX OF SHEETS h Description Framing Layout Roof Loads Roof Joints and Beams Columns Foundations Lateral Force Design i - Base Shear - Shear Walls - Roof Diaphram - Chords - Drag Struts 1 2 3 13 15 16 - 18 - 21 22 - 24 - 12 14 17 20 23 31 Fire Rated Curves 32 - 35 (D PC ? AfC. 9QO [^ t W A V- I B LiU£ uve C ToUL Ro&f iix C) L^* JJ %' -c) C) - ! 2&T.1L (»»•«•) (Win) NA - 3V/ a. -sa7* \4 \4-T.\L (OP MO 1 s -- L ^ I3oo \tt.L 1.1" Css) » <^, G9?' M* r.ss) *3« )4p - wfe rtxxx; L- Hi* £y ?a/3|., use % fttof FEAMIM6, 10 0 Jbi (7 - &1.\ in1 in . .3 .KJG. A I35 K L */6M in A, vte*<9 (Old ,** 47.9 in* XX) ,\ u-se .51 „ (Bf) L* fe.o in1 .v- use ouue rey.no Use 6xi5 in L 508 ,,,3 5160 hi* 555 MJ .v. Use IA - _ , ,.," DC. use 'A* 5/6 i 1 bs 11^' (£73 in) Ui- 816 c s ,%« USt -(C^^^.N ^ Ca «-0-n ,, -97-0 |M ; Use o <3d»KisL , C l. A - .59 ' in L tu o-- Ox Ufc, (ju.C ^•0 (Iw A I IMS 'i,- 5 - ii\XL.G£MTlCi>fr- z Vfs. n » ll CoL 2c , 70 P- ill! s;s 057 f" ' .\ ML COLOMUS US>£ 6X6 k^JD CB6G CC CXJUfe -^0 ^l-^*- 1" 4x4 U).C CUt£J tXi(_3 A .\3-3) x I I. Uy jb *' X ii'—^ L , nr rrm JbfC E£XJTLG(' fofefal ^\/<*!. rrrn rrrr rrrrr rrrrrrrn wl» H-.l Q ^' L I / t TOTAL S(uce TS is CS a S UhC W V - s\\£AL M MlpHeiGHr \AJ * J;20 y.c 5 6> 7 e> 3(W) C 'G GARIX -»^Otta*J v v .3 V. 47' ' |SS 37. U fe 2330 5516 37,510-^ 2470), ' , 2W.i -/t^ -VVHMf —*- V !X! ^?s ^ 16^3 k». (770 ' HD2. HD2. HD5 KJ/A HD2. TWO ^ t_ Lx.LAICAL ?gce i—»- CO UMFV - 5jg>lk ,'4 OK., UVUFT. UPLIFT -- UT « TD \ CX AS IS, \ U/V) 3 As / - *-s V t. < I X i { ifjold | ^ (/UCEAC R'fee Jj&ifo I c I I / (R^F c T Ji P . KK)\^39^1 ) . -. 530 ni T 1 1 » » !T~f rfi ~< 5/ ///i die ,\ CWKD i DEKC» STRUT D&U6IJ (£)- vf e& i -»*• Pvs [ ^ 1 11t ?J^' ^A-jT*psH ^ L 4i.»' L -no1 L Ifco' f L f t f V lA V U --T T - 306 fe, H , 8 6' T - T = T = J CO I73 IAJGHAL ois A <[ ?(o,ooo Ik M Ree;Sifter mis i in-? (JS£ wf I I * | l Ds.*l T - X * k Ts T * -T - T - T = T OS dielse fai.ce ouie use , /L- L5fc J"«J ( \ \ \ < V \ \ ^ \ \ \ "~~ I!1 NO. 4. f/osw 11,52* T- use use ItTJL KJAU-Si UCE£n-pJ£< 1\\fc I Urn, ftce , M Bio CAP !-- O OUv£ 1.33 CAP (D.s,4Z-) 133 t>er>JL WL (R6p Uc 1^(^ KJD Us£ ^ Peers Fv - .4F L u *•>-, L L = Kl 5 / 3 , 1, / / 31 .(4. 1.31 fc -, 1041 fc- use 8 LAP sfUOS i 2 oc » % use . Pf 3 3 " D.S. (6s To Z6 181S1 c Vh DHTML M COL, POL use (CAP. use s^-a) (AT C^L awe /k {fj Use GLTS use GO £>;/ - Si *1 QUVJ6 CAP =• NJ :i hrtniti- J_LIJ_L 3 SIDES EXPOSED T0_ FIRE ONE-HOUR RATING H Load on Members as a Percent of Design t Load:«ffl U i i ecniucai fote No ^jG^ty^-i- BEAMS SIDES EXPOSED TO FIRE ONE-HOUR RATING Load on Members as a Percent of Design Load n i i i M i i i i rt - y -letpmcal Hole No. / (^CLGri-JSVoe^, C.G - -- : -r - u I -1 1.11. 1 ± ^- 1 - - - -4 - - 1 _j - «ii , ----'-! „ ^•-~j_\- Dimension, b, in -.- : 4 T "." |- 1 m^ » -i -1 1 ii:|^ - .. --• - ~ r .-^ d : 4 — L- q K 1 - 1 1 1i! — . i j i «. - -i - ... J. "_f- -i j - - I ; J" k r !1) - - - - - t L E - - - - - - - / - —4 - 0 - - " ' " - - - - 1 -- h — - - . - ^ - t i.- - - - ._ - - if1 4- l " - - - -*jir*1io -- - IT i ~ •- - - - ~ - - 3 -* ^ ; a. - - - - - - - - - ~- - - - - - - - - - - i r Note 7-1/2 has a r L *•- 0< - JC - - C 0 \ n -. •- f : i— J s _. - 1 0 1€ : i - - ' - P,r n nt - >rr - 1tIIIPIt( ^^j~11I1 ^ A r i *- 1 1 1 1 1 f T Ml TlTT 1 1 1 1 I 1 :., ~T" ~I 1 1 1 ' ~1 IDES EXPOSED TO FIRE ONE-HOUR RATING - - _ ~ i 3. b ( - - - 7 s * 8-3/< or d< hour T4- 1 e r: II ". : -- -,'- 7 - -- - / - - - ^ i- - y ... - - -• /- - — -- — — — . i/ - — • -- /f * ~\ - - - - t - •>- -i .-f - / — } .. - ~ j ^ - - / x; ? - 1 in or wider column ?eper wi th 1 /d < 11 rating e ~ t - > as am - \'e r^c H - ei ,J it ii.:. of [ • i* --~ 3esi - - ; i V J ** C - - - gn i - i f- s V-' - - ... 1 L 1 - I - - - L- - - i- J 0 - - / t »* -t - 1 a i l *. j- - * 4 f - - . - - d - 1f z * - C — •« - - - - - / |r 1. 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Load * _» .4 i , i ! i ' 1 - - -- _- U *" --•.1 1 rL ^•p • rH i i i ?•iIn f"J: 4 SIDES EXPOSED TO FIRE ONE-HOUR RATING - - -- tr4-i ! . . . i. - ^+ it -H-r- LT ' -- .^ - - ^ L. ,^ — t f-L -I,-r ^ i-- ;i: nj_ - - - - - - 7 I r - _ - - - : ... . - -- -- L ii~~~ ijf- o s wf 2 f s -- --t - -- - •/t ,t »- s ^ _ — ' sir -i^fif Q j •*_- f.5 on Members -J J .:!itl ! . . . . ii - - ^ s - .? - [ - G ar - - - 2 - <?. -j - _ ~4 I - - J— - s Ii - - - - / / 7 - -~—* j •r.-i- L • \. ;*i / -- -- II ^ . ^ / L j - - ,/ - -- - i / /l --: 1 v 7 7 -•- -. f . -^ ."-~'.ijii r i i Note 10-1 has -? I - - 7 \ <v y _ - -- 7\ r~ — - _ J- Jt 41 12 a o 4] .... _ „ . _ -- J-- • •-* ^ " - - 7 * - -- _»• r:L -± A 1 in ne- a Percent of t flffltt flit )e - - -• - - - A ?* ~~> 1 \ - - - \j ij — • \ , ^ - - •7" - / H t-^1 N 4 bttb 0-3/4 and lour s i - - - N - — - - •"•• 5t d r t gn L 1 - - - - i V .- - \ - ? • - ~ - - i' ^ i -- - - - ,^* 1 .— — ' I 11 e< a 0 0 ^ ._: - - - _ ^. — ± 1 ?pe tin •-- W r 9 ^s I - - -. - r •* - - 1 1" 1 ad : ttf V — - - - - - d< ,v - / - - - L ~f ^ ^ - - - - - -• -• r - - - - r- Z- [ - T - ? C th -- . i_Li - -• 0 - - f - - - - - L. -1 - - - - - ... - h - - ;:.th lumn - : " 0 9| - - - — r - _ - _ - - -••— - - - - - - - _ - •- - - _. - - - T :j: 11 - - - - - - - - - .. - - ~ — - 1 - ..... :: __ - - _ ._ r C c C c r PRELIMINARY GEOTECHNICAL INVESTIGATION FOR NORTH COUNTY PLAZA CARLSBAD-OCEANSIDE, CALIFORNIA APRIL 1982 ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers I I I I I I I I I I I I ROBERT PRATER ASSOCIATES *°be'R »°'*' ce 1942 /9eo Consulting Soil Foundation & Geological Engineers Wm David Hespeler CE April 30, 1982 239-6, 4565 Hughes Investments c/o SGPA Planning & Architecture P. O. Box 33326 San Diego, California 92103 Attention Messrs. Ron Roberts and Geoff Reeslund Re Preliminary Geotechnical Investigation North County Plaza Carlsbad-Oceanside, California Gentlemen In accordance with your request we have performed a preliminary geotechnical investigation for the subject project. The accompanying report presents the results of our field investigation and engineering analysts. The soil and foundation conditions are discussed and preliminary recommendations for the soil and foundation engineering aspects of the project are presented. If you have any questions concerning our findings, please call. Very truly yours, ROBERT PRATER ASSOCIATES #4^£^ Wm . D. Hespefer, RCE No.\6,222 WDH Is Copies Addressee (16) 10505 Roselle Street San Diego California 92J2J 161°) 453 5605 I I I I I I I PRELIMINARY GEOTECHNICAL INVESTIGATION For To HUGHES INVESTMENTS c/o SGPA Planning & Architecture P. O. Box 33326 San Diego, California I NORTH COUNTY PLAZA Carlsbad-Oceanside, California I I I I | April 1982 I I I I I I I I I I I I I I 1 I I I I I I I I I I TABLE OF CONTENTS Page No. Letter of Transmittal Title Page Table of Contents INTRODUCTION 1 SCOPE 1 SITE CONDITIONS 1 A. Site History 1 B. Surface 2 C. Subsurface 3 D. Seismic Considerations 3 E. Groundwater 4 CONCLUSIONS AND RECOMMENDATIONS H A. Preliminary Earthwork Recommendations 4 1. Preparation for Filling 4 2. Fill Adjacent to Existing Sewer 5 3. Installation of Settlement Monuments 5 4. Dredge Fill Materials 5 5. Compaction 5 B. Foundations 6 1. One and Two-Story Structures 6 2. Driven Pile Foundations 7 3. Drainage Pipes 8 C. Pavements 8 Figure 1 - Site Plan APPENDIX A - FIELD INVESTIGATION A-1 Figure A-1 - Key to Exploratory Boring Logs Exploratory Boring Logs 1 through 8 BIBLIOGRAPHY PRELIMINARY GEOTECHNICAL INVESTIGATION FOR NORTH COUNTY PLAZA CARLSBAD-OCEANSIDE, CALIFORNIA INTRODUCTION In this report we present the results of our preliminary geotechnical investi- gation for the subject site located southeast of the intersection of State Highway 78 and Marron Road. The northern portion of the site (about 8 acres) is located in the City of Oceanside and the southern portion of the site (about 16 acres) is located in the City of Carlsbad. The purpose of this investiga- tion was to develop general information regarding foundation conditions at the site for use in the preliminary planning stages of the project. It is our understanding most of the site will probably be developed in one and two-story commercial/off ice buildings. However, two office buildings, five to six stories high, may also be constructed. It is our understanding that building pads will be established at a minimum elevation of +19, requiring up to 4 feet of fill in most portions of the site. Dredged material from the Buena Vista Lagoon may be spread on the site and dried for use as fill in non-building areas. Drainage pipes will be placed in the two north-south trending channels m the northern portion of the site and the channels will be backfilled. In addition, the north-south trending channel along the east boundary of the southern portion of the site will be backfilled. SCOPE The scope of work performed for this investigation included a review of avail- able reports regarding the soil and geologic conditions at the site, a review of reports regarding the history of previous fill placement, a limited subsur- face exploration program, engineering analysis of previous settlement and field data, and the preparation of this report. The data obtained and the analyses performed were for the purpose of providing preliminary design and construction criteria related to the geotechnical engineering aspects of the proposed devel- opment. SITE CONDITIONS A. Site History The site was originally overgrown with tule bulrushes. Grading under the observation of LeRoy Crandall and Associates began in January 1968 when the surcharge fills from the Phase I development of the existing Plaza Cammo Real I I I I I I I I I I I I I I I I I I I 239-6 Page 2 shopping center were removed and placed on the central portion of the site south of the mam channel. The bulrushes were burned with diesel fuel and a platform fill was pushed out over the wet area. From an initial elevation of approximately +5 this portion of the site was raised to elevations ranging between +15 and +20. Sometime prior to this filling three settlement markers (Nos. 7, 8, and 9) were placed. Filling resumed in August 1968 and the result- ing finish elevations varied from +17 to +21. The settlement markers were read periodically from January 1968 until January 1972. Total recorded settlements ranged from approximately 23 to 25 inches due to the weight of about 14 to 15 feet of fill. Filling on the remaining portions of the site (the area north of the mam channel, an area just south of the main channel and extending about 250 feet east of Marron Road, and an area at the southeast corner of the site which extends about 200 feet north of Marron Road) began in May 1972 under the obser- vation of Woodward-Gizienski & Associates. This filling operation also included the placement of fill (and surcharge fill) along the alignment of Marron Road and at the intersection with Jefferson Street. Woodward-Gizienski & Associates monitored twenty-one settlement markers (15 of which were on site) and measured settlements up to about 16 inches under 16 feet of fill. Our research has not revealed any documentation as to when the existing channels were constructed or any documentation regarding the placement of fill on the site since 1972. However, based on our review it appears that the southern channel was not excavated until about 1978. Our comparison of the elevations and topographic features depicted on an A.L.T.A. Survey based on aerial photo- graphy dated August 1979 and a Boundary and Topographic Survey based on aerial photography dated January 25, 1982, indicates that in general the site eleva- tions have not changed significantly except for the southeast corner of the site which in 1979 was stockpiled with soil up to el. +42 and Area A indicated on the Site Plan, Figure 1, which had an elevation as low as +12 at that time. When and where the stockpile was disposed of and the length of time it was present are not known. A bibliography of materials reviewed regarding the site history is included following Appendix A. B. Surface The site of the proposed development is presently vacant and irregular in shape with a plan area of approximately 24 acres. The Buena Vista Creek, flowing to the west, divides the site into north and south parcels. Both north and south portions of the site are relatively flat with ground surface elevations ranging from approximately el. +15 to el. +20. In general, the ground surface slopes gently towards the Buena Vista Creek. The northern portion of the site consists of approximately 8 acres, divided by two open, unlmed drainage channels which begin at the northern boundary of the site. Each channel carries storm runoff to the Buena Vista Creek from culverts passing beneath State Highway 78. A relatively large pile of dumped fill is present along the western edge of the easternmost drainage channel. The remaining 16 acres are located south of the Buena Vista Creek. An unlmed drainage channel is present in the northeast portion of this parcel. The channel flows to the northwest and carries runoff from the paved parking east of the site. A man-made closed basin, with a plan area of roughly 40,000 square I I I I I I I I I I I I I I I I I I I 239-6 Page 3 feet, is present in the southwest, adjacent to Marron Road (Area B on site plan). Surface vegetation, both north and south of the creek, ranges from essentially nil areas to areas of dense short grass and weeds. In addition, dense growths of weeds and bushes are present m some channel locations and in the ponded, basin area adjacent to Marron Road. At the time of this investigation several locations at the site were flooded with shallow standing water from recent rainfall. C. Subsurface The preliminary subsurface exploration was performed using a truck-mounted, continuous-flight auger to investigate and sample the subsurface soils. Eight exploratory borings were drilled during the period of February 5 to March 5, 1982, to a maximum depth of 132 feet at the approximate locations shown on the Site Plan, Figure 1. Logs of the borings and details regarding the field investigation are presented in Appendix A. The subsurface soils encountered in the borings consisted in general of about 16 feet of compacted fill underlain in turn by, natural soft silty clay, medium dense silty and clayey sands, and formational sandstones and claystones to the depths explored. The soft silty clay varied in overall thickness from about 20 to 70 feet with thin to thick (up to 10 feet) mterbedded layers of silty and clayey sands. The medium dense silty and clayey sands are considered to be ancient alluvial soils and vary in overall thickness from 4 to 70 feet. The formational sandstones and claystones were encountered at depths ranging between 55-1/2 and 131 feet. The boring logs and related information depict subsurface conditions only at the specific locations shown on the site plan and on the particular dates designated on the logs. Subsurface conditions at other locations may differ from conditions occurring at these boring locations. Also, the passage of time may result in changes in the subsurface conditions due to environmental changes. D. jeismic Considerations The San Diego area is considered by geologists and seismologists to have a low to moderate seismic rating. Based on our review of some available published information including the County of San Diego Faults and Epicenters Map, there are no active or potentially active faults known to pass through the site. The prominent fault zones generally considered to have the most potential for earthquake damage in the vicinity of the site are the active Elsmore and San Jacmto Fault Zones located approximately 23 and 43 miles northeast of the site, respectively. The postulated off-shore extension of the Rose Canyon Fault Zone is located approximately 6 miles southwest of the site. No earth- quake epicenter clusters are associated with this fault system and the Rose Canyon Fault Set is not classified as active unaer current accepted criteria. Although research on earthquake prediction has greatly increased in recent years, seismologists have not yet reached the point where they can predict when and where an earthquake will occur. Nevertheless, on the basis of current technology, it is reasonable to assume that the proposed buildings will be I I I I I I I I I I I I I I I I I I I 239-6 Page 4 subjected to at least one moderate earthquake during their design life. During such an earthquake, the danger from fault offset through the site is remote, but relatively strong ground shaking is likely to occur. Strong ground shaking not only can cause structures to shake, but it also has the potential for including other phenomena that can indirectly cause substan- tial ground movements resulting in damage to structures. These phenomena include seismically induced waves such as tsunamis and seiches, inundation due to dam or embankment failure, landslidmg, lateral spreading, differential compaction, and ground cracking. Another potential hazard which can result from strong earthquake ground shaking is soil liquefaction. Based on our preliminary analysis, some of the natural sandy soils underlying the site are potentially liquefiable during the maximum anticipated probable earthquake on the Elsmore Fault Zone. However, in light of the fact that the potentially liquefiable sands are at least 30 feet below the finish site grades, it is our opinion that liquefaction could result in severe architectural damage but the possibility of structural failure is remote. E. Groundwater Free groundwater was encountered in all the exploratory borings at the time of drilling at depths of approximately 14 to 16 feet, the exact depth to a stabi- lized groundwater level was not established. It must be noted, however, that fluctuations in the level of groundwater may occur due to variations in the sustained level of water in the Buena Vista Creek, ground surface topography, subsurface stratification, rainfall, and other possible factors which may not have been evident at the time of our field investigation. CONCLUSIONS AND RECOMMENDATIONS From a soil and foundation engineering standpoint, it is our opinion that the site is in general suitable for the proposed construction of one to six-story buildings. The primary features of concern at the site are 1) the presence of underlying deep deposits of compressible lagoon sediments which are subject to relatively large long term settlements due to increased fill and/or building loads, and 2) the complex nature and history of previous site loading which has resulted from earthwork operations dating back to 1968. Earthwork recommenda- tions for preparing the site to receive proposed dredge fill material and treatment of the dredge fill material are presented in the following section. In addition, our preliminary evaluation and recommendations regarding building siting and foundation types are also presented. A. Preliminary Earthwork Recommendations 1. Preparation for Filling After the s.ts has beer, stripped of .'egetation and the channels and basin have been cleared of vegetation, debris, and unsuitable material, the exposed subgrade soils in those areas to receive fill should be scarified to a depth of 8 inches, moisture conditioned, and compacted to the requirements for structural fill. Any dumped fill soils or loose surface soils should be completely removed down to well compacted soil and replaced as compacted structural fill. The depth and areal extent of any required removal should be determined by the soil I I I I I I I I I I I I I I I I I I I 239-6 Page 5 engineer's representative at the time of construction based on an examination of the soil exposed. In addition, prior to filling with dredge material we recommend that the site be surface graded to create a flat planar surface and the resulting subgrade be compacted with rubber tired equipment to minimize infiltration of water from the dredge materials. 2. Fill Adjacent to Existing Sewer No fill, including channel backfill, should be placed within 30 feet of the existing sewer line along the south edge of Buena Vista Creek during the initial filling operations. Depending on settlements observed adjacent to this area, it may be possible to place fill within those limits at a later date. 3. Installation of Settlement Monuments To assure that settlements are occurring at the rates estimated and to provide additional information on settlement characteristics of different portions of the site, it is essential that settlement measuring devices such as settlement plates be installed within the existing fills and monitored on a regular basis. These devices should be installed under the direction of the soil engineer prior to placement of any fill (including the proposed dredge fill) and should be read once immediately after installation, once a week during placement of fill and the subsequent month, and once a month thereafter. 4. Dredge Fill Materials It is our understanding that approximately 85,000 cubic yards of dredge material from the Buena Vista Lagoon may be spread on the site for use as fill m non- building areas. Based on our review of a report prepared for the California Department of Fish and Game, dated January 1982, the lagoon sediments consist of silty sands and silty clays. According to the report the silty sands had water contents that ranged between 10 and 20 percent and the clays between 50 and 110 percent, completely dry silty clay samples had a shrinkage factor of 46 percent. These test results indicate that 1) m general the dredged material will be of low strength characteristics and will be a poor pavement subgrade soil, 2) an extensive period of time will be necessary to dry the more clayey soils so they can be properly compacted, and 3) after drying and compaction the more clayey soils will occupy only 55 to 65 percent of their original volume. With regard to drying back of the dredge material to allow for proper compac- tion, it is our opinion that the material should be placed in lifts no greater than approximately 1-1/2 feet before drying and compacting. Based on coastal evapotranspiration rates and with continuous mixing we estimate that 1-1/2 feet of dredge material could be dried back to near optimum moisture contents in about one month during the months of August through October. An alternative to drying back the dredge material by mixing would be to lime treat the dredge material. Lime treatment could reduce the dry back time to several weeks. In addition, the lime treated soils ..cj!d possess r"uch bette^ pavement subgrade qualities. 5. Compaction All fill should be compacted to a minimum degree of compaction of 90 percent based upon ASTM Test Designation D 1557-78. Fill material should be spread and I I I I I I I I I I I I I I I I I I I 239-6 Page 6 compacted in uniform horizontal lifts. Before compaction begins, the fill should be brought to a water content that will permit proper compaction by either 1) aerating and/or lime treating the fill if it is too wet, or 2) moistening the fill with water if it is too dry. Each lift should be thoroughly mixed before compaction to ensure a uniform distribution of moisture. B. Foundations 1. One and Two-Story Structures Based on our review and analysis of the previous site history including settle- ment monument data by Crandall and Woodward-Gizienski, it is our opinion that relatively light one and two-story structures (column loads not exceeding 150 kips) with finish floor elevations not exceeding +19 may in general be supported on conventional footing foundations in most portions of the site. Due to reported marginal compaction of some of the previous compacted fill at the site it will be necessary to support these structures on mats of properly recompacted fill. With the exception of the areas labeled A and B on the site plan, we estimate that the grade and building conditions described in the previous paragraph would result in long-term settlements of up to 5 inches over a period of 20 years. If the site is raised to approximately elevation +18 for a period of one year (as a result of dredge filling operations) we estimate that approxi- mately one inch of settlement would occur in that time period. Of the remaining 4 inches approximately 1-1/2 inches would occur throughout the site independent of loading conditions. Based on the preceding, it is our opinion that differential settlements for proposed one and two-story buildings supported on footing foundations and a recompacted fill mat with finish floor elevations no higher than +19 should be within tolerable limits for most of the site (with the exceptions noted previ- ously). The recompacted fill mat beneath buildings should extend down to approximately elevation +8. The prism of recompacted fill beneath buildings should extend a minimum of 10 feet beyond the perimeter limits of the buildings at the base of the required excavations. Within the constraints outlined above, we recommend that proposed one and two-story buildings be supported on conventional, individual-spread and/or continuous footing foundations bearing on well-compacted fill material. All footings should be founded at least 18 inches below the lowest adjacent finished grade. Footings located adjacent to the tops of slopes should be extended sufficiently deep so as to provide at least 8 feet of horizontal cover or 1-1/2 times the width of the footing, whichever is greater, between the slope face and outside edge of the footing at the footing bearing level. Footings located adjacent to utility trenches should have their bearing surfaces situated below an imaginary 1-1/2 to 1 plane projected upward from the bottom edge of the adjacent utility trench. At the recommended depths footings may be designed for allowable bearing pres- sures of 2,000 pounds per square foot (psf) for combined dead and live loads and 2,700 psf for all loads, including wind or seismic. The footings should, however, have a minimum width of 12 inches. All continuous footings should contain top and bottom reinforcement to provide structural continuity and to I I I I I I I I I I I I I I I I I I I 239-6 Page 7 permit spanning of local irregularities. In order to assure that footings are founded on soils of sufficient load bearing capacity, it is essential that the soil engineer inspect the footing excavations prior to the placement of rein- forcing steel or concrete. With regard to buildings encroaching on Areas A and B, due to the variation in loading history between these areas and the remainder of the site it will be necessary to preload these building sites with surcharge fill to mitigate the potential for excessive differential settlements. Surcharging (preloading) techniques require that several feet of fill (in addition to that required to raise the site grade to the desired level) be placed over the areas to be occupied by buildings. The additional fill weight consolidates the underlying soft deposits for a period of time such that a major portion of the anticipated ultimate settlements occur prior to construction. The required thickness of surcharge fill is dependent upon the anticipated building loads, the thickness of the compressible layer, the expected settlements under the proposed added fill and building loads, and the time available to complete the surcharge program. Due to the variable loading history, if building pads are constructed m these areas it would be necessary to preload the areas to such an extent as to essentially preclude consolidation settlements under permanent loads. We estimate that this could require surcharge fills of 15 to 30 feet for a period of one to two years. If it is necessary to site buildings in these areas, detailed surcharging programs should be developed for the specific locations, final grade, and building size. Alternatively, driven pile foundations could be utilized with a reduced surcharging program. 2. Driven Pile Foundations Buildings which are higher than two stories or which have individual column loads which exceed about 150 kips should be supported on driven, end-bearing pile foundations. Based on our preliminary analysis, piles driven a minimum of five feet into dense formational material will develop an allowable end bearing resistance of about 100 kips per square foot. The depth to formational material encountered in the exploratory borings and the anticipated lengths for piles driven in the vicinity of the borings is presented in the following table. Exploratory Depth to Formational Anticipated Boring No. Material (ft.) Pile Length (ft.) 129 2 106 111 3 131 136 4 55-1/2 60-1/2 5 102-1/2 107-1/2 6 124 129 7 75 80 8 58 63 In order to preclude damage to the ground floor slabs of buildings supported on pile foundations resulting from long term settlement of the underlying compres- sible soils, ground floor slabs should be designed as a structural floor. In addition, utilities for pile supported structures should be designed to accom- modate the anticipated settlement of the surrounding ground surface relative to the structure. I I I I I I I I I I I I I I I I I I I 239-6 Page 8 3. Drainage Pipes It js our understanding that 42-inch and double 48-inch drainage pipes will be installed in the north-south trending channels in the northern portion of the site. We estimate that up to 10 inches of settlement will occur along the channels resulting from the placement of 11 to 12 feet of compacted fill in the channels. We recommend that the channels be properly cleared and backfilled before installation of the pipes and that the backfill remain in place as long as feasible prior to installing the drainage pipes. In addition, we recommend that asphalt coated steel pipe be used in lieu of concrete pipe due to the anticipated settlements. C. Pavements In our opinion the proposed dredge fill materials would provide suitable support for pavements after they have been dried and properly compacted. However, due to their inherent poor pavement subgrade characteristics, it will be necessary to utilize heavier than normal pavement structural sections. For preliminary planning purposes we estimate that the pavement sections should consist of 2 inches of asphalt concrete on 9 inches of aggregate base in auto- mobile parking areas and minor traffic channels, 2-1/2 inches on 11 inches in major automobile traffic channels, and 3 inches on 13-1/2 inches in areas subject to truck traffic. Detailed pavement section recommendations should be developed, at the completion of rough grading based on the results of R(Resis- tance)-value tests performed on samples of the subgrade soils actually exposed. I I I I I I I I I I I I I I I I I I I A-1 APPENDIX A FIELD INVESTIGATION The field investigation consisted of a surface reconnaissance and a subsurface exploration program using a truck-mounted, continuous-flight auger. Eight exploratory borings were drilled during the period of February 5 to March 5, 1982, at the approximate locations shown on the Site Plan, Figure 1. The soils encountered in the borings were continuously logged in the field by our repre- sentatives and described in accordance with the Unified Soil Classification System (ASTM D 2487). Logs of the borings as well as a key for soil classifi- cation are included as part of this appendix. The boring locations shown on the site plan were estimated from topographic features depicted on an A.L.T.A. survey of the site prepared by Rick Engineering Company based on aerial photo- graphy dated August 1979. Representative samples were obtained from the exploratory borings at selected depths appropriate to the investigation. All samples were returned to our laboratory for evaluation and testing. Standard penetration resistance blow counts were obtained by driving a 2-mch O.D. split spoon sampler with a 140-pound hammer dropping through a 30-inch free fall. The sampler was driven a maximum of 18 inches and the number of blows recorded for each 6-mch interval. The blows per foot recorded on the boring logs represent the accumu- lated number of blows that were required to drive the last 12 inches or portion thereof. Samples contained in liners were recovered by driving a 2.5-mch I.D. California sampler 18 inches into the soil using a 140-pound hammer. Boring log notations for the standard split spoon, California sampler, and Shelby tubes as well as for jar samples taken from auger cuttings are indicated below. Standard Split Spoon Sampler California Sampler indicates a jar sample taken LLJ Shelby Tube from auger cuttings. ' ' The boring logs show our interpretation of the subsurface conditions on the dates and at the locations indicated, and it is not warranted that they are representative of subsurface conditions at other locations and times. PRIMARY DIVISIONS GROUP SYMBOL SECONDARY DIVISIONS do DC O ° U_ O £: ix < 01c/)or § i 5K < UJ CC CO O ~ 5 GRAVELS MORE THAN HALF OF COARSE FRACTION IS LARGER THAN NO 4 SIEVE SANDS MORE THAN HALF OF COARSE FRACTION IS SMALLER THAN NO 4 SIEVE CLEAN GRAVELS (LESS THAN 5% FINES) GW Well graded gravels gravel-sand mixtures little or no fines GP Poorly graded gravels or gravel-sand mixtures little or no fines GRAVEL WITH FINES GM Silty gravels gravel-sand-silt mixtures non-plastic fines GC Clayey gravels gravel-sand-clay mixtures plastic fines CLEAN SANDS (LESS THAN 5% FINES) sw Well graded sands gravelly sands little or no fines SP Poorly graded sands or gravelly sands little or no fines SANDS WITH FINES SM Silty sands sand-silt mixtures non-plastic fines sc Clayey sands sand-clay mixtures plastic fines C/5 Oin Q U-lz u. a: O "J Ul M _l .LU J < >< 5 ^x to to 2 - S< o X _J ON h £ o SILTS AND CLAYS LIQUID LIMIT IS LESS THAN 50% ML Inorganic silts and very fine sands rock flour silty or clayey fine sands or clayey silts with slight plasticity CL Inorganic clays of low to medium plasticity gravelly clays sandy clays silty clays lean clays OL Organic silts and organic silty clays of low plasticity £ £ II SILTS AND CLAYS LIQUID LIMIT IS GREATER THAN 50% MH Inorganic silts micaceous or diatomaceoub fine sandy or silty soils elastic silts CH Inorganic clays of high plasticity fat clays OH Organic clays of medium to high plasticity organic silts HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils 200 DEFINITION OF TERMS U S STANDARD SERIES SIEVE 40 10 CLEAR SQUARE SIEVE OPENINGS 3/4" 3" 12" SILTS AND CLAYS SAND FINE MEDIUM COARSE GRAVEL FINE COARSE COBBLES BOULDERS GRAIN SIZES SANDS GRAVELS AND NON- PLASTIC SILTS VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE BLOWS/FOOT1 0-4 4-10 10-30 30-50 OVER 50 CLAYS AND PLASTIC SILTS VERY SOFT SOFT FIRM STIFF VERY STIFF HARD STRENGTH* 0 - 1/4 1/4 - 1/2 1/2 - 1 1 - 2 2-4 OVER 4 BLOWS/FOOT1 0-2 2-4 4-8 8-16 16-32 OVER 32 RELATIVE DENSITY CONSISTENCY Number of blows of 140 pound hammer falling 30 inches to drive a 2 inch O D (1-3/8 inch I D) split spoon (ASTM D-1586) *Unconfined compressive strength in tons/sq ft as determined by laboratory testing or approximated by the standard penetration test (.ASTM D-1566) pocKet penetromeier torvane or visual ooservation ROBERT PRATER ASSOCIATES Consulting Soil foundation & Geological Engineers KEY TO EXPLORATORY BORING LOGS Unified Soil Classification System CASTM D-2487) NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO 239-6 DATE April 1982 Figure A-1 DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 (approx.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS CLAYEY SAND and SANDY CLAY (fill) FILL! SILTY SAND (fill') SILTY CLAY with thin inter- bedded layers of SILTY SAND Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray- ish brown brown gray gray- ish brown and gray CONSIST medium dense/ stiff very loose soft SOIL TYPE sc CL SM CH DEPTH (FEET) - 2 - _ _ - 4 - - - 6 - - 10 - 12- - 14- -16- - 18 - — 20- -22- -24- - 26 - -28- -32- - 34 - -36- - 38 - - -40- LOGGED BY JB DATEDRILLED 3/4/82 SAMPLERX X T PENETRATIONRESISTANCE6 2 7 13 (BLOWS/FT)WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)0.16 0.19 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil Foundation & Geological Engineers Car Isbad-OcCanSlde, California PROJECT NO DATE 239-6 April 1982 BORING NO 1 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 BORING DIAMETER 8 (approx.) Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY CLAY with thin inter- bedded layers of SILTY SAND SANDY CLAY Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray- ish brown and gray gray ROBERT PRATER ASSOCIATES Consuming Soil Foundation & Geological Engineers CONSIST soft stiff very stiff SOIL TYPE CH CL DEPTH (FEET) -42 - -44 - -46 - -48 - 50 _j -52 - - 54 - - -56 - - 58 - - 62 - - 64 - - 66 - - 68 - - 72 - - 74 - - - 76 - - 78 - -80- LOGGED BY J B DATE DRILLED 3/4/82 SAMPLERX X X PENETRATIONRESISTANCE(BLOWS/FT)13 6 10 18 WATERCONTENT (%)ttjE| 0.18 0.23 UNCONFINEDCOMPRESSIVESTRENGTH(KSREXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO 239-6 DATE April 1982 BORING NO 1 (pg. 2) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 (approx.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray and gray- ish brown ROBERT PRATER ASSOCIATES Consulting Soil Foundo'ion & Geological Engineers CONSIST medium dense- dense medium dense SOIL TYPE SM DEPTH (FEET) -82 - - 84 - - 86 - - 88 - r»/\90 -92 - - 94 - -96 - - 98 - inn -102- -104- -106- -108- 1 10— -112- -114- -116- -118- -120- LOGGED BY J B DATE DRILLED 3/4/82 SAMPLERPENETRATIONRESISTANCE(BLOWS/FT)42 20 16 25 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE 239-6 April 1982 BORINGNO 1 (pg. 3) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 (approx.) LOGGED BY JB BORING DIAMETER 8 Inches DATEDRILLED 3/4/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND SILTY CLAY (formational mudstone) Bottom of Boring = 126 Feet Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray olive CONSIST medium dense hard SOIL TYPE SM CH DEPTH (FEED -122- -126- — —SAMPLERX PENETRATIONRESISTANCE(BLOWS/FT)27 138 WATERCONTENT (%)|||UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consu/fing Soil foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE 239-6 April 1982 BORING NO 1 (pg. 4) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 21 (approx.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND and CLAYEY SAND with scattered cobbles (fill) FILL f SILTY CLAY Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray- ish brown gray CONSIST medium dense soft SOIL TYPE SM, sc CH DEPTH (FEET) - 2 - - 4 - - 6 - - 8 - -10- 10 —\£. — - 14 - i /16 - - 18 - - 22 - - 24 - - 26 - - 28 - *>/"> .oU - 32 - - 34 - -36- - 38 - -40- LOGGED BY LTJ DATE DRILLED 2/5/82 SAMPLERX X X X 1 PENETRATIONRESISTANCE(BLOWS/FT)41 36 34 7 8 WATERCONTENT (%)UJ Sofcr 0.17 0.22 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE 239-6 April 1982 BORING NO 2 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 2 1 BORING DIAMETER 8 (approx.) Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY CLAY (some thin layers of silty and clayey sand from 61 to 90 feet) Note The stratification lines represent the approximate boundary between matenal types and the transition may be gradual SYM BOL COLOR gray CONSIST soft SOIL TYPE CH DEPTH (FEET) _ -42- - 44 - - 46 - LOGGED BY LTJ DATE DRILLED 2/5/82 SAMPLER- 48 J 50 - 52 - - 54 - - 56 - - 58 - 60 - 62 - -64 - -66 - -68 - 70 -72 - :74: -78 - - on'"OU PENETRATIONRESISTANCE(BLOWS/FT )6 16 10 WATERCONTENT (%)LU rr !- < Uj Z CC c/3 0.21 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil foundation & Geological Engineers Car Isbad— Oceanside , California PROJECT NO 239-6 DATE April 1982 BORING NO 2 (pg. 2} DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 21 (approx.) LOGGED BY LTJ BORING DIAMETER 8 Inches DATE DRILLED 2/5/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY CLAY SILTY SAND SILTY SAND (formationa! sandstone) Bottom of Boring = 115 Feet Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray gray gray CONSIST soft medium dense very dense SOIL TYPE CH SM SM DEPTH (FEET) - -82- - 84- - 86- - 88 - QD - 92 - - 94- -96- - 98 - 100— -102- -104- I'AZ- 1U6 - -108- -110- - -112- -114- -116- _ _ _ _SAMPLER_L X "T X,PENETRATIONRESISTANCE(BLOWS/FT)14 97 9" 106 6"WATERCONTENT (%)tu UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil Foundation & Geological Engineers CaHsbad-OcCanSlde, California PROJECT NO DATE 239-6 April 1982 BORING NO 2 (pg. 3) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 17 (apprOX.) LOGGED BY LTJ BORING DIAMETER 8 Inches DATE DRILLED 3/1/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS CLAYEY SAND with scattered cobbles (fill) SANDY CLAY (fill) SILTY SAND (fill) A FILL I SILTY CLAY SILTY SAND Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray- ish brown dark gray- ish brown gray black gray gray ROBERT PRATER ASSOCIATES Consuming Soi/ Foundation & Geological Engineers CONSIST medium dense soft- firm loose soft medium dense SOIL TYPE sc CL SM CH SM DEPTH (FEET) - 2 - - 4 - - 6 - - 8 - - 12 - - 14 - 1 L. —16 - 18 - -20- - 22 - -26 - -28 - -32 - -34 - ozoo -38 - -40-SAMPLERX x! X x PENETRATIONRESISTANCE(BLOWS/FT)32 7 5 13 WATERCONTENT (%)«r£| 0.13 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE E 239-6 April 1982 3ORING N0 3 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 17 (approx.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS Interbedded SILTY CLAY and SANDY SILT SILTY CLAY SILTY SAND Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray/ dark gray dark gray gray ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers CONSIST soft- firm soft medium dense SOIL TYPE CL/ ML CH SM DEPTH (FEET) -42- — - 44 J - 46 - - 48 - 50 -H - 52 - - 54 - - 56 - - 58 - /A , .oU - 62 - - 64 - - 66 - - 68 - 70 -72 - -74 - -76 - -78 - - -80 — LOGGED BY LJJ DATE DRILLED 3/1/82 SAMPLERPENETRATIONRESISTANCE(BLOWS/FT)5 5 13 25 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE0.19 0.14 0.26 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO 239-6 DATE April 1982 BORING NO 3 (pg. 2) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 17 BORING DIAMETER 8 (approx.) LOGGED BY LTJ Inches DATE DRILLED 3/1/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND Note The stratification lines represent the approximate boundary between matenal types and the transition may be gradual SYM BOL COLOR gray CONSIST medium dense dense SOIL TYPE SM DEPTH (FEET) -82- - 84 - - 86 - - 88 ~ -90- -92- - 94 - - 96 - - 98 - -100- -102- -104- -106- -108- -^10- -112 - -114 - 1 1A1 IO -118 - H20—SAMPLERPENETRATIONRESISTANCE(BLOWS/FT )18 15 HI 33 WATERCONTENT (%)^ ^3 > C"HI "Z. CC (/)UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil Foundolion & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO 239-6 DATE f April 1982 3ORING NO 3 (pg. 3) DRILLRIG Continuous Flight Auger SURFACE ELEVATION 17 DEPTH TO GROUNDWATER Not Established BORING DIAMETER 3 (approx.) Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND CLAYEY SAND (formational sandstone) Bottom of Boring = 131-1/2 Feet Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray brown CONSIST dense very dense SOIL TYPE SM DEPTH (FEET) -122- -124- -126- -128- -130- -132- 1 — — LOGGED BY j_TJ DATE DRILLED 3/1/82 SAMPLER^PENETRATIONRESISTANCE(BLOWS/FT )HI 90 WATERCONTENT (%)cc *~~ <UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO 239-6 DATE 1 April 1982 BORING NO 3 (pg. 4} DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 19 (approx.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS CLAYEY SAND and SANDY CLAY with scattered cobbles (fill) FILL | SILTY CLAY SILTY SAND with some thin layers of SILTY CLAY Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray gray- ish brown dark gray dark gray gray CONSIST medium dense/ very stiff loose/ soft soft- firm medium dense SOIL TYPE sc/ CL CH SM DEPTH (FEET) - 2 - - 4 - - 6 - - 8 - ir\IU - 12 - - 14 - -16 - - 18 - 20 -22 - -24 - -26 - -28 - —30 -34 - -36 - -38 - -40 — LOGGED BY JB DATE DRILLED 2/26/82 SAMPLER' X ">7 \PENETRATIONRESISTANCE(BLOWS/FT)45 13 10 9 12 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE0.25 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consu/f'ig Soi/ Foundofton & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE 239-6 April 1982 BORING NO 4 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 1 9 BORING DIAMETER 8 (approx.) Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND with some thin layers of SILTY CLAY CLAYEY SAND/SILTY SAND (formational sandstone) Bottom of Boring = 65 Feet Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray gray- ish brown gray CONSIST medium dense dense SOIL TYPE SM SCI SM DEPTH (FEET) -42- - 44 - - 46 - - 48 - -50- 52 - - 54 - - 56 - - 58 - -60- - 62- -64- - 66 - \~ - _ __ LOGGED BY JB DATE DRILLED 2/26/82 SAMPLER57 X PENETRATIONRESISTANCE(BLOWS/FT )20 28 93 71 WATERCONTENT (%)SHEARSTRENGTHBY TORVANEUNCONFINEDCOMPRESSIVESTRENGTH(KSREXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Sotf Foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO 239-6 DATE April 1982 BORING NO 4 (pg. 2) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 17 (approx.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND and CLAYEY SAND (fill) (scattered cobbles) FILL* SILTY CLAY Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray brown dark gray CONSIST medium dense soft SOIL TYPE SM/ sc CH DEPTH (FEET) - 2 - - 4 - - 6 - - 8 - in - 12 - U _ - 16 - - 18 - -20- -22 - -24 - -26 - -28 - -30- -32 - -34 - -36 - -38 - -40- LOGGED BY JB DATE DRILLED 2/26/82 SAMPLERX PENETRATIONRESISTANCE(BLOWS/FT )17 20 5 4 H WATERCONTENT (%)SHEARSTRENGTHBY TORVANEi.0.19 0.16 0.11 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE 239-6 April 1982 3ORING NO 5 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 17 (approx.) LOGGED BY JB BORING DIAMETER 8 Inches DATE DRILLED 2/26/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY CLAY SILTY SAND Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR dark gray gray brown ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers CONSIST soft medium dense dense SOIL TYPE CH SM DEPTH (FEET) _ _ -42 - -44 - - 46 - - 48 - -50- -52 - - 54 - -56 - - 58 - -60- -62 - -64 - -66 - ^68 - —70- -72 - -74 - -76 - - 78 - - -80—SAMPLER>^PENETRATIONRESISTANCE(BLOWS/FT)3 11 37 38 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSR0.14 UNCONFINEDCOMPRESSIVESTRENGTH(KSREXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE I 239-6 April 1982 3ORING NO 5 (pg. 2) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION f 7 BORING DIAMETER 3 (approx.) Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND SANDY CLAY (formational claystone) Bottom of Boring = 110 Feet Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray gray CONSIST medium dense hard SOIL TYPE SM CH DEPTH (FEET) -82 - - 84 - - 86 - - 88 - -90- -92 - - 94 - -96 - -98 - -100- - 1 02 - -104- -106- -108- — 1 10— - _ __ LOGGED BY jg DATE DRILLED 2/26/82 SAMPLERX X I =^r PENETRATIONRESISTANCE(BLOWS/FT )U5 57 43 127 9"WATERCONTENT (%). SHEARSTRENGTHBY TORVANE(KSF)UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engmeey NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO 239-6 DATE 1 April 1982 30RING NO 5 (pg. 3) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 15 (approx.) LOGGED BY JQ BORING DIAMETER 3 Inches DATE DRILLED 3/3/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS CLAYEY SAND (fill) FILL | SILTY CLAY SILTY SAND Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers COLOR brown gray- ish brown gray dark gray CONSIST medium dense loose- medium dense soft medium dense SOIL TYPE sc CH SM DEPTH (FEET) - 2 - - 4 - - 6 - - 8 - -10- - 12 - - 14 - - 16 - - 18 - ,. 0/1 ...••Z\j - 22 - - 24 - - 26 - - 28 - - 32 - -34 - -36 - -38 - -40-SAMPLERS X PENETRATIONRESISTANCE(BLOWS/FT)19 7 15 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE0.23 UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE 1 239-6 April 1982 3ORING NO 6 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 (approx.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND SILTY CLAY (some mterbedded silty sand) Interbedded SILTY SAND and CLAYEY SAND Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR dark gray dark gray gray gray- ish brown CONSIST medium dense soft medium dense SOIL TYPE SMX / CH SM/ sc DEPTH (FEET! -42- A A- 44 _ _ - 46 - - 48- ou - 52 - - 54 - - 56 - - 58 - 60 - 62 - - 64 - - 66 - - 68 - 7D - 72 - -74 ~ -76 - - 78 - - -80- LOGO ED BY JB DATE DRILLED 3/3/82 or LJJ _l Q_ < CO Zm 2op HZ"; <£« II 8 9 26 21 sCD „ sSor JT <£z ^oo W|E£~ 0.17 0.16 0.10 oS" UJ > I Z COh- ES§I£ 6£g£ 0.5K i8w EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil Foundation & Geological Engineers Car Isbad — Ocean Side, California PROJECT NO DATE 239-6 April 1982 BORING NO 6 (pg. 2) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION jg (approx.) LOGGED BY jg BORING DIAMETER g |ncnes DATE DRILLED 3/3/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS Interbedded SILTY SAND and CLAYEY SAND SILTY SAND Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray- ish brown green- ish gray gray CONSIST medium dense dense medium dense SOIL TYPE SM sc SM DEPTH (FEET) -82- - - 84 - - 86 - - 88 - 90 - 92 - - 94 - - 96 - - 98 - 100— -102- -104- -106- -108- ^-1 10— -112- -114- -116- -118 - -120-SAMPLERX PENETRATIONRESISTANCE(BLOWS/FT)19 30 22 37 59 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE 239-6 April 1982 BORING NO 6 (pg. 3) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 1 6 BORING DIAMETER 8 (approx.) Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND SANDY CLAY (formational claystone) Bottom of Boring = 130 Feet Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray gray brown CONSIST medium dense hard SOIL TYPE SM CL DEPTH (FEET) _ _ -122 i J -126 - -128 - - - — — — — « _ _. LOGGED BY JB DATE DRILLED 3/3/82 SAMPLERX PENETRATIONRESISTANCE(BLOWS/FT)WATERCONTENT (%)in 05 OC h- ~~UNCONFINEDCOMPRESSIVESTRENGTH(KSREXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO 239-6 DATE April 1982 BORING NO 6 (pg. U) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 16 (approx.) LOGGEDBY |_TJ BORING DIAMETER 8 Inches DATE DRILLED 3/5/82 DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND and CLAYEY SAND (fill) FILL I SILTY CLAY (sand lense at 31 feet) Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray- ish brown and brown gray and gray- ish brown CONSIST medium dense loose soft SOIL TYPE SMI sc CH DEPTH (FEET) - — - 2 ~ _ i - 4 - - 6 - - 8 - -10- - - 12 - - 14 - - 16 - - 18 -1 Sj ^o — — - 22 - ^ 24 - -26 - - 28 - —30 -32 - -34 - -36 - -38 - — — -40- oc111_l Q. < 03 X y\ X Zm2o 1— T 1 PENETRA'RESISTAt26 8 3 19 t I (BLOWS/£ rr r"WATEICONTEN1UJ < ^ > GTUJ Z CC (0 c/j oc t— *-* 0.22 0.16 0"j UJ > I 2 03 K £!S1£ ill1 zofc =>0 EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consulting Soil Foundation & Geological Engineers Carlsbad-OceanSlde , California PROJECT NO DATE 239-6 April 1982 BORING NO 7 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO G ROD NDWATER Not Established SURFACE ELEVATION 16 (approx.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY CLAY SILTY SAND CLAYEY SAND (formational sandstone) Botto^ of Bonng = 80 Feet Note The stratification hnesrepresent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray gray and gray- ish- brown gray- ish brown gray- ish brown CONSIST soft medium dense dense dense SOIL TYPE CH SM sc V\ DEPTH (FEET) - 42 - - 44 - - 46 - AO _*tO £f\3U -52 - - 54 - - 56 - - 58 - An - 62 - -64 - - 66 - r 68 - T> .../u - 72 - -74 - -76 - -78 - LOGGED BY [_TJ DATE DRILLED 3/5/82 SAMPLERX X,PENETRATIONRESISTANCE(BLOWS/FT)u 17 26 34 120 3"WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)0.2U UNCONFINEDCOMPRESSIVESTRENGTH(KSREXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consulting Soil Foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE 239-6 April 1982 BORING NO 7 (pg. 2) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 17 (approx.) BORING DIAMETER 3 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS SILTY SAND and CLAYEY SAND (fill) FILL| CLAYEY SAND (fill?) SILTY CLAY Interbedded SILTY SAND and CLAYEY SAND with some SILTY CLAY and GRAVEL lenses Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray- ish brown light gray gray gray gray CONSIST loose- medium dense medium dense soft medium dense SOIL TYPE SM sc sc CH SM/ SC DEPTH (FEET) - 2 - - 4 - - 6 - 8 _^ -10- T?1 Z — - 14 - - 16 - - 18 - -20- - 22 - -24 - -26 - -28 - ^30- - 32 - -34 - -36 - - 38 - -40- LOGGED BY LJJ DATE DRILLED 3/5/82 SAMPLERX X X PENETRATIONRESISTANCE(BLOWS/FT)21 9 7 30 WATERCONTENT (%)SHEARSTRENGTHBY TORVANE(KSF)0.21 0.15 UNCONFINEDCOMPRESSIVESTRENGTH(KSREXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES Consuming Soil Foundation & Geological Engineers NORTH COUNTY PLAZA Carlsbad-Oceanside, California PROJECT NO DATE 239-6 April 1982 BORING NO 8 (pg. 1) DRILLRIG Continuous Flight Auger DEPTH TO GROUNDWATER Not Established SURFACE ELEVATION 17 (approx.) BORING DIAMETER 8 Inches DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS Interbedded SILTY SAND and CLAYEY SAND with some SILTY CLAY and GRAVEL lenses CLAYEY SAND (formational sandstone) Bottom of Boring = 69 Feet Note The stratification lines represent the approximate boundary between material types and the transition may be gradual SYM BOL COLOR gray and gray- ish brown gray- ish brown and orange CONSIST dense dense SOIL TYPE SMI sc sc DEPTH (FEET) - _ -42 - _ _ - 44 - - 46 - -48 - -50- -52 - - 54 - -56 - -58 - _ H60- ~ 62 " -64 - -66 - -68 - -70- — — __ LOGGED BY LTJ DATE DRILLED 3/5/82 SAMPLER> / \ X PENETRATIONRESISTANCE52 45 88 /b (BLOWS/FT)WATERCONTENT (%)fz<iir"le*oj£(- — fcfc UNCONFINEDCOMPRESSIVESTRENGTH(KSF)EXPLORATORY BORING LOG ROBERT PRATER ASSOCIATES NORTH COUNTY PLAZA Consu/img Soi/ Foundoiion & Geological Engineers Car Isbad-Oceanside, California PROJECT NO DATE 239-6 April 1982 BORING „ , „,MO 8 (pg. 2) I I I I I I I I I I I I I I I I I I I BIBLIOGRAPHY LeRoy Crandall and Associates, "Report of Supplementary Soil Studies, Phase II Development, Proposed Shopping Center, El Cammo Real Near The Vista Freeway, Carlsbad, California," June 9, 1967. LeRoy Crandall and Associates, "Inspection and Testing of Compacted Fill, Phase II Grading, Proposed Plaza Cammo Real Shopping Center, El Cammo Real Near The Vista Freeway, Carlsbad, California," April 29, 1968. LeRoy Crandall and Associates, "Inspection and Testing of Compacted Fill, Proposed Site Improvement and Utility Services, Plaza Cammo Real Shopping Center, El Cammo Real Near The Vista Freeway, Carlsbad, California," June 11, 1969. LeRoy Crandall & Associates, "Settlement Data, Proposed Phase III, Plaza Cammo Real Shopping Center, Carlsbad, California," February 3, 1972. Woodward-Gizienski £ Associates, "Preliminary Soil Investigation, Buena Vista Marshland-Fill Area, Oceanside, California," November 8, 1971. Woodward-Gizienski & Associates, "Preliminary Soil Investigation, Buena Vista Marshland-Fill Area, Carlsbad, California," January 24, 1972. Woodward-Gizienski 5 Associates, "Settlement Analysis, Vista Sanitation District Schedule [-Gravity Sewer Line, Carlsbad, California," February 15, 1972. Woodward-Gizienski 6 Associates, "Final Report of Engineering Observation and Compaction Testing for Buena Vista Lagoon Project, Carlsbad and Oceanside, California," December 7, 1972. Woodward-Clyde Consultants, "Site Expansion Feasibility, Plaza Cammo Real, Carlsbad, California," October 18, 1979. California Department of Transportation, Transportation Laboratory, Materials and Research, Engineering Geology Branch, "Geologic Investigation and Soil Analysis of Buena Vista Lagoon, Oceanside, San Diego County," January 1982. Ones OncineewriG rissociwes. inc CONSULTING GearecHNOL GnviiRONMerrwi. AMD CNIL GnaneeK MILW/4UK€€ Wl W228M683 W€STMOUND DIW€/WdUKGHf\ Wl 53186/414-544 O118 LOS September 15, 1987 General Mills Restaurants P.O. Box 13330 6770 Lake Ellenor Drive Orlando, FL 32859 Attention Mr. Dick Stacey Manager, Site Development Subject Proposed Olive Garden Restaurant Carlsbad (San Diego), California GEA Project No. 870929 Dear Mr Stacey The Robert Prater Associates report dated November 18, 1986 has been reviewed in accordance with your request The above mentioned report concerns earthwork operations and testing services for several building pads within the North County Plaza, specifically Building Pad K-L desired for development of the Olive Garden restaurant. Information contained within unavailable earlier reports by Robert Prater Associates (referenced in the Prater report provided to us) was obtained during telephone conversations with the report author, John A LaBar, C.E The scope of our services for this project consists of an evaluation of available information, and the suitability of the building pad for construction of the proposed Olive Garden restaurant on the basis of this information. In general, Building Pads K-L were included in the grading operations conducted for the North County Plaza which consisted of the removal of existing fill soils and the removal and recompaction of underlying older-age fill soils as recommended in a Robert Prater Associates report dated April 30, 1982 The report provided for our review includes compacted fill density test results and concluding recommendations for building pad preparation. For Building Pads K-L, the test results indicate that satisfactory fill placement and compaction have been performed, and further preparation work of the building pad for building construction was not necessary Some of the other lots in the North County Plaza require additional preparation work due to the expansive characteristics of the soils, however, none is required for Building Pad K-L. The previously referenced April 30, 1982 Prater report was not available for review. However, the author Mr John A LaBar reported to us that the Proposed Olive Garden Restaurant Carlsbad, California GEA Project No 870929 Page 2 Glies ssociwes IMC building pads would be suitable for support of typical one to two story structures supported with conventionally reinforced shallow depth spread footings designed for a maximum allowable bearing capacity of 2,000 psf with a minimum foundation width of 12 inches and minimum 18 inch depth below the adjacent grade, provided that the existing fill is removed to a stable subgrade and replaced with a structural compacted fill Therefore, since the Prater report dated November 18, 1986 indicates satisfactory fill placement and compaction, Building Pad K-L is considered by Prater and Associates to be suitable for support of a typical one to two story structure. On the basis of the information reviewed and also provided by Mr LaBar, Building Pad K-L is considered suitable for support of conventional foundations and floor slabs for the proposed Olive Garden development The recommendations provided in this report are based upon geotechnical engineering information supplied to us by the client and prepared by others The validity of the information cannot be verified by us since test borings were not authorized to be performed It has been a pleasure to provide our review services for this project. If questions remain or if we may be of assistance during construction operations, please do not hesitate to contact us at any time Very truly yours, GILES ENGINEERING ASSOCIATES, INC. Scott Miller, PI, rGiles, P E t Jrnia Registration No. 32654 GEA800/kam ROBERT PRATER ASSOCIATES K°be«K Pr°'er CE 1942198° Consulting Soil Foundation & Geological Engineers Wm David Hespeler C £ November 18, 1986 239-6E, 7492 Hughes Investments 2 Corporate Plaza Suite 250 Newport Beach, California 92660 Attention Mr. Brian McConnell Re Earthwork Observation and Testing Services Building Pads K-£y M Q, R, S and T North County Plaza Carlsbad, California Specific Plan 187 Gentlemen In accordance with your request we are providing earthwork observation and testing services in connection with the subject project. We previously pei— formed a geotechnical investigation for the entire site the results of which were presented in our report titled "Pre!immar> Ceotecnnical Investigation, North County Plaza, Carlsbad-Oceanside, California," dated April 30, 1982. Earlier earthwork observation and testing services reports dated November 30, 1982 and November 28, 1983 were issued for the project. A foundation investi- gation report for Buildings 1 through 5 dated August 16, 1983 was issued for the project. An update report dated February 24, 1986 was issued for the project. Earlier earthwork observation and testing services reports dated November 19, 1985, November 5 and November 13, 1986 were issued for BuiUimg Pad P, Building Pad N and Building Pads A through H and J, respectively. In addition, a letter dated November 11, 1986 was issued regarding building pad elevations Commencing on Mdy 1, 1986 our representatives have been present at the site to observe the earthwork operations and to provide field density testing services in connection with the current grading operations. The results of the field density and laboratory compaction tests for the building pads are presented in the attached Tables A and B, respectively. The approximate locations of the field density tests are shown on the attached Grading Plans, Sheets 2 and 3 of 3. The grading operations for the building pad areas included the removal of the import fill soils from Buena Vista lagoon and the removal and recompaction of the underlying older fills as recommended in the April 30, 1982 report. The 10505 Rose//e Street San Diego Co/iforma 92121 (714)4535605 November 18, 1986 239-6E, 7492 Page 2 approximate limits of the removal and recompaction areas are shown on the attached grading plans. Due to Building Pads K and L being revised to one building pad area, the removal and recompaction included the area between the originally proposed pad areas as shown on Sheet 3 of 3 of the Grading Plans. The surcharge soils were removed from Building Pads Q, R, S and T. Based on our observations and the attached test results it is our opinion that Building Pads K-L, M, Q, R, S and T have been satisfactorily completed and suitably prepared for construction of the proposed buildings with the following additional recommendations. The results of swell tests performed on samples of the exposed subgrade soils are presented in the attached Table C. In order to mitigate the potential for slab damage as a result of the expansion characteristics of the exposed subgrade soils which possess a moderate potential for expansion (greater than 3.5 percent and less than 5.0 percent), we recommend that the exposed subgrade soils for Building Pads Q and R be scarified to a depth of 8 inches, moisture conditioned to 4 percent above laboratory optimum and recompacted to 90 percent relative compaction. This condition should be maintained up until the visqueen and sand layer is placed for the slab areas. For Building Pad M the swell test indicated that the soils exposed at or near the finish pad elevation were moderately expansive (5.8%). Accordingly, in accordance with our recommendations a minimum cap of a 6 inch non-expansive type soil (U.B.C. Expansion Index less than 20) was placed as reported in Table D. 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Class 2 Aggregate Base 15 SILTY SAND (SM), Import 114.0 14.8 yellowish brown 239-6E TABLE C RESULTS OF EXPANSION TESTS Water Content Test No. 6 Location 10 Pad K-L 11 Pad M 12 Pad Q 13 Pad R 14 Pad S 15 Pad T Sample Depth (Feet) FSG FSG FSG FSG FSG FSG Initial Dry Density (pcf) 120.7 113.5 131.0 133.9 128.9 131.3 RESULTS OF U Location Pad M Sample Depth (Feet) FSG Soil Type SILTY SAND Before Saturation (%) 2.1 14.1 2.7 6.6 5.8 5.7 TABLE D Water Content After Saturation (%) 22.1 25.3 16.0 21.8 21.9 17.9 .B.C. EXPANSION INDEX Molding Moisture Content (%) 9.3 Initial Dry Density (pcf) 110.2 Surcharge Pressure (psf) 144 144 144 144 144 144 TESTS Expansion Index 2 Swel (%) 1.5 5.8 3.7 4.6 2.5 2.4 (SM) ROBERT PRATER ASSOCIATES K°^tR Po'e CE mi mo Consulting Soil Foundation & Geological Engineers VVm David Hespeler C E November 18, 1986 239-6E, 7492 Hughes Investments 2 Corporate Plaza Suite 250 Newport Beach, California 92660 Attention Mr. Brian McConnell Re Earthwork Observation and Testing Services Building Pads K-L, M Q, R, S and T North County Plaza Carlsbad, California Specific Plan 187 Gentlemen In accordance with your request we are providing eatthwork observation and testing services in connection with the subject project. We previously per- formed a geotechnical investigation for the entire site the results of which were presented m our report titled "Preliminary Geotechnical Investigation, North County Plaza, Carlsbad-Oceariside, Cahforma," dated April 30, 1982. Earlier earthwork observation and testing services repoi ts dated November 30, 1982 and November 28, 1983 were issued for the project. A foundation investi- gation report for Buildings 1 through 5 dated August 16, 1983 was issued foi the project. An update report dated February 24, 1986 was issued for the project Earlier earthwork observation and testing services reports dated November 19, 1985, November 5 and November 13, 1986 were issued for Building Pad P, Building Pad N and Building Pads A through H and J, respectively. In addition, a letter dated November 11, 1986 was issued regarding building pad elevations Commencing on May 1, 1986 our representatives have been present at the site to observe the earthwork operations and to provide field density testing services in connection with the current grading operations. The results of the field density and laboratory compaction tests for the building pads are presented in the attached Tables A and B, respectively. The approximate locations of the field density tests are shown on the attached Grading Plans, Sheets 2 and 3 of 3. The grading operations for the building pad areas included the removal of the import fill soils from Buena Vista lagoon and the removal and recornpaction of the underlying older fills as recommended in the April 30, 1982 report. The (0505 Roselle Street San Diego California 9212] {714)4535605 November 18, 1986 239-6E, 7492 Page 2 approximate limits of the removal and recompaction areas are shown on the attached grading plans. Due to Building Pads K and L being revised to one building pad area, the removal and recompaction included the area between the originally proposed pad areas as shown on Sheet 3 of 3 of the Grading Plans The surcharge soils were removed from Building Pads Q, R, S and T. Based on our observations and the attached test results it is our opinion that Building Pads K-L, M, Q, R, S and T have been satisfactorily completed and suitably prepared for construction of the proposed buildings with the following additional recommendations. The results of swell tests performed on samples of the exposed subgrade soils are presented in the attached Table C. In order to mitigate the potential for slab damage as a result of the expansion characteristics of the exposed subgrade soils which possess a moderate potential for expansion (greater than 3.5 percent and less than 5.0 percent), we recommend that the exposed subgrade soils for Building Pads Q and R be scarified to a depth of 8 inches, moisture conditioned to 4 percent above laboratory optimum and recompacted to 90 percent relative compaction. This condition should be maintained up until the visqueen and sand layer is placed for the slab areas. For Building Pad M the swell test indicated that the soils exposed at or near the finish pad elevation were moderately expansive (5.8%). Accordingly, in accordance with our recommendations a minimum cap of a 6 inch non-expansive type soil (U.B.C. Expansion Index less than 20) was placed as reported in Table D For Building Pads S and T no remedial work is needed. Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES I I* A . 0 ^ CJo/n A. LaBar, C E. JAL If Attachment Copies Addressee (3) SGPA Planning & Architecture, Attn Mr. Curt Drake (3) Collins General Contractors, Attn Mr. Gil Marshall (2) *— Vccri.0roQ^1-co<CO1(SCDfN S £ i_ 0 C 1 to in^— Q ^_ CO . — . 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W = E S 0 fO — CO = D = ,__ fVJ MK i/1(1) oz 239-6E TABLE B LABORATORY COMPACTION TEST RESULTS (ASTM D1557-78) Compaction Test (Curve) No 1 10 11 12 13 Description of Material Maximum Optimum Source of Dry Density Water Content Material (pcf) (%) SANDY CLAY (CL), On-site dark grayish brown SANDY CLAY (CL), On-site dark gray SILTY CLAY (CH), dark gray On-site SILTY-SANDY CLAY On-site (CL), gray CLAYEY SAND (SC), On-site grayish brown CLAYEY SAND (SC), On-site light yellowish brown CLAYEY SAND (SC), On-site grayish brown SILTY SAND (SM), yellowish brown On-site 15 CLAYEY SILT-CLAYEY On-site SAND (ML-SC), gray CLAYEY SAND (SC), On-site brown CLAYEY SAND (SC), On-site tan WELL GRADED GRAVEL On-site (GW), brown SANDY CLAY-CLAYEY On-site SAND (CL-SC), grayish brown WELL GRADED GRAVEL Import (GW), gray. Class 2 Aggregate Base SILTY SAND (SNA), Import yellowish brown 119.4 120.4 109.4 118.5 126.0 126.0 127.5 121.0 124.7 121.5 124.5 134.8 123.5 140.0 114.0 13.8 13.5 17.1 14.0 10.0 10.0 9.5 12.4 10.5 11.7 10.5 7.7 10.7 6.1 14.8 239-6E TABLE C RESULTS OF EXPANSION TESTS Water Content Test No. & Location 10 Pad K-L 11 Pad M 12 Pad Q 13 Pad R 14 Pad S 15 Pad T Sample Depth (Feet) FSG FSG FSG FSG FSG FSG Initial Dry Density (pcf) 120.7 113.5 131.0 133.9 128.9 131.3 RESULTS OF U. Location Pad M Sample Depth (Feet) FSG Soil Type SILTY SAND Before Saturation (%) 2.1 14.1 2.7 6.6 5.8 5.7 TABLE D Water Content After Saturation (%) 22.1 25.3 16.0 21.8 21.9 17.9 Surcharge Pressure (psf) 144 144 144 144 144 144 Swell (%) 1.5 5.8 3.7 4.6 2.5 2.4 B.C. EXPANSION INDEX TESTS Molding Moisture Content (%) 9.3 Initial Dry Density (pcf) 110.2 Expansion Index 2 (SM) ROBERT PRATER ASSOCIATES *°be"R Pra'e CE m2 mo Consulting Soil Foundation & Geological Engineers Wm David Hespeler C E November 11, 1986 239-6E, 7478 Hughes Investments 2 Corporate Plaza Suite 250 Newport Beach, California 92660 Attention Mr. Brian McConnell Re Building Pad Elevations North County Plaza Carlsbad, California Gentlemen In accordance with your request we are providing earthwork observation and testing services for the subject shopping center. We previously performed a geotechnical investigation for the entire site the results of which were presented in our report titled "Preliminary Geotechnical Investigation, North County Plaza, Carlsbad-Oceanside, California," dated April 30, 1982. In our original report dated April 30, 1982, we indicated that it was our opinion that with the exception of the areas presently denoted as Building Pads P through T, diffential settlements of relatively light one and two-story structures with a finish floor elevation in general not exceeding +19 would be within tolerable limits. The finish floor elevations indicated on the site specific grading plans dated June 16, 1986 for the various building pads were set with our concurrence based on our understanding of the loading history of various portions of the site. In addition. Building Pads K and L have been combined at a finish foor elevation of +21 with our concurrence. It is our opinion that differential settlements of the proposed buildings with finish floor elevations not exceeding those indicated above should be within tolerable limits (less than 1/4 inch in 20 feet angular distortion). Out services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is -n lieu of all other warranties either expiess or implied. If you have any questions, please call. Very truly yours, ROBERT PRATER ASSOCIATES Wm. D. Hes WDH If Copies Addressee (3) SGPA Planning & Architecture, Attn Mr. Ceoff Reeslund (3) Pickard Architects, Attn Mr. David Pickard (1) 10505 Roselle Street San Diego California 92121 1714) 453 5605 o)i ni o One €mpire Place 1327 empire Central Suite 104 Dallas Texas 75247 (214) 630 2902 10 June 1988 The Olive Garden Restaurant Carlsbad, CA PROJECT ADDRESS: 1884 Marron Road RESPONSE TO:Esgil Corporation 9320 Chesapeake Drive, Suite 208 San Diego, CA 92123 (619) 560-1468 Attn: Kurt Culver PLAN CHECK NO.: 87-692 V PLAN CHECK DATE: 14 January 1988/26 May 1988 FOR: General Mills Restaurants, Inc. 6770 Lake Ellenor Drive Orlando, FL 32809 (800) 562-7837 Contained in the following Exhibit A is an item by item response to the fifth plan review as noted above. To the best of our knowledge, we have clarified, corrected, or noted the Contract Documents (Plans and Specifications) to satisfy the requirements requested. The Vincent Association + Architects and the Owner appreciate your expeditious review. Scott Windle, AIA cc- Bryce Norwood, General Mills Restaurants, Inc. Joseph Boch, General Mills Restaurants, Inc. Gary Wright, General Mills Restaurants, Inc. Martin Orenyak, City of Carlsbad Geoff Reeslund, SGPA Architects & Planners Brian McConnell, Hughes Investments TH€ TVfl+fl CORPOflflTIOn dba TH€flSSOCIflTIOfl + flflCHIT€CTS EXHIBIT A - SUMMARY FIFTH RESPONSE (Revision 9 to Plans) ITEM 257 D.5. 0.1. ITEM 261 Revisions to SI are shown and attached, (noted as Revision 8) Public telephones shall be installed by the local telephone company. Refer to mounting height note on previously submitted Sheet A2 "Delta 8." Also refer to attached Sheet A6, Detail 6.04 noted as Revision "Delta 9" with balance of Title 24 provisions requested. We have talked with Carter Darnell and were notified that the awnings have been approved by the fire marshall. ITEM 262 A.Refer to all revised mechanical sheets attached. Engineers have been in contact with both the City and Esgil, and have met all requirements requested. We hope these items will complete the corrections requested, and we thank you for your assistance. Please call if you have any further questions. 2075 LAS PALMAS DRIVE CARLSBAD CALIFORNIA 92009 4859 Office of the City Engineer TELEPHONE (619)4381161 (Etljr of Olarlabafc DATE: Fred Rowlen ENCINA WATER POLLUTION CONTROL FACILITIES 6200 Avenida Enemas Carlsbad, CA 92009 INDUSTRIAL WASTE PERMIT APPLICATION NO.460 Enclosed is a copy of the application for an Industrial Waste Discharge Permit from the subject applicant. Your review and recommendations on this application will be appreciated prior to the issuance of a waste disposal permit. LLOYD B. HUBBS City Engineer LBH:SEE:lch Enclosure: Application No. c: Building Department Jack Thomas, Department of Public Works Arnie Wing, Department of Health Services COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHARGE PERMIT CITY OF CARLSBAD APPLICATION: NEW (CHECK ONE) REVISED BUILDING P.C. m APPLICATION NO.; INDUSTRIAL CLASS; DATE ; /- ^- 88 ignature of City Representative APPLICATION FOR INDUSTRIAL WASTE DISCHARGE PERMIT A. GENERAL: APPL ICANT; SITE ADDRESS: TYPE OF BUSINESS; APPLICANT'S ADDRESS; Po fyrf- B. WASTES AND PROCESSING: (Check where applicable) Domestic Waste Only |~j Industrial Waste j~| Industrial Waste NOT Discharged to Sewer Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of proposed waste); lM1Ye*lg^ 4oWv£%Ai6 \Kteflg, GENERAL DESCRIPTION OF PROCESS (If Applicable): C. WASTES TO BE DISCHARGED TO SEWER: WASTE: TREATED: (Check One) UNTREATED": MO QUANTITY: AVERAGE (Daily) MAXIMUM GPD GPD (Gallons Per Day) APPLICANT OR REPRESENTATIVE OF FIRM: TITLE: SIGNATURE: (Print) DATE: