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Home My WebLink About2251 RUTHERFORD RD; ; 83-279; Permiten z 0 j:: ,c a: ,c ... u Ill 0 a: I[ 0 u a: LLI 0 = :::, ~ LLI z ~ z 0 j:: :1 z LLI IL :E 0 u en ic LLI :.: a: 0 31: il D I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in tu II force and effect . Lie . __ Class I hereby affirm that I am exempt from the Contrac- tor's License Law tor the following reason (Sec. 7031.5 Business and ~rofessions Code: Any city or county which re-quires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the ap-plicant for such permit to file a signed statement that he is licensed pursuant to the provisi.ons of the Contractor's license Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex-empt therefrom and the basis for the alleged exemption. Any violation of Section 7031,5 by an applicant for a permit sub-jects the applicant to a civil penalty of not more than five hun- dred dollars ($500). D I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the struc- ture is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intend- ed or offered for sale. If, however, the building or improve-ment is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or im-prove for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or im- proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). D As a homeowner I am improving my home, and the follow-ing conditions exist: 1. The work is being performed prior to sale. 2. l have lived in my home for twelve months prior to completion of this work. 3. I have not claimed this exemption during the last three years. D I am exempt under Sec. _______ , B & P.C. for this reason CJ I hereby affirm that I have a certificate of consent to self-insure, or a certificate of Workers· Compensation Insurance, or a certified copy thereof (Sec. 3800. Labor Code). u~e'I~, :~:::~ ~ ----.. ii~~~- 10 Copy 1s hied w , h · 0 Certified copy 1s hereby furnished CERTIFICAT~ OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed 1f the permit 1s tor one hundred dollars ($100) or less) D I certify that 1n the performance of the work for which this permit 1s issued. I shall not employ any person in any manner so as to become sub1ect to the Workers· Compensation Laws of Cal1forn1a NOTICE TO APPLICANT If, after makin3 th,s Cert,. f1cate of Exemption, you should become sub1ect t0 the Workers' Compensation prov1s1ons of the Labor Code, you must fort'1w1th comply with such wov1s1ons or thts perrnrt shall be deemed revoked D I hereby affirm that there 1s a construction lending agency tor the performance of the work for which this permit 1s issued (Sec 3097. C1v1l Code) Lender's Name ___________ _ Lender's Address __________ _ USE BALL POINT PEN ONLY & PRESS HARD CARLSBAD BUILDING DEPARTMENT -1989 (619) 438-5525 YO N 0 YO N QTY.I PLUMBING PERMIT -ISSUE QTY.I MECHANICAL PERMIT -ISSUE EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU EACH BUILDING SEWER OVER 100,000 BTU EACH WATER HEATER AND/DR VENT BOILER/COMPRESSOR UP TO 3 HP EACH GAS SYSTEM 1 TO 4 D UT WATER SOFTNER EACH ROOF DRAIN (INSIDE) TOT/'iL MECHANICAL TOTAL PLUMBING QTY. I ELECTRICAL PERMIT· ISSUE 5-QTY. I SOLAR -ISSUE NEW CONST EA AMP/SWT/BKR COLLECTORS STORAGE TANKS ROCK STORAGE PUMP PLAN CHECK FEE TOTAL E LECTR ICA L TOTAL SOLAR APPLICANT TO FILL IN INFORMATION WITHIN'~HiDED AREA AND DECLARATIONS. TYPE CONST 3- / PERMIT NUMBER STANDARD PLAN# BUILDINGS ~ vO NO Not Valid Unless Machine Certified SUMMARY/ACCOUNT NUMBER BUILDING PERMIT 01-00-00-8220 I ,,., .... - SIGN PERMIT 01 ·00-00-8221 PLAN CHECK 01-00-00-8806 I 71,; TOTAL PLUMBING 01-00-00-8222 ELECTRICAL 01 ·00-00-8223 MECHANICAL 01-00-00-8224 MOBILEHOME 01-00·00·8225 MOBILEHOME PARK INSP SOLAR 01-00·00-8226 STRONG MOTION 80·92-33-0519 FIRE SPRINKLERS 01 ·00·00·8227 PUBLIC FACILITIES. FEE 32-00-00-8923 BRIDGE FEE SCHOOL FEE · DISTRICT Carlsbad 80-92:21-0519 Encinitas 80·92-22-0519 San Oieguito 80·92-23-0519 San Marcos 80-92·24·0519 I - ~l,- APPlVED BY ' dl ~ (]) u::: >-ai 0 0. E (]) f- l 'O 0 (9 c~ ~ co - 0 0. 0. <( I -"' C a: 0 en en (]) en en <( I ~ 0 ai >- (/) en (]) 0 0 a: co iii 0 @ (]) 0 C co C u::: C (]) (]) 5 0 u (]) 0. en C ~ .c 3: - INSPECTION TYPE DATE INSPECTOR BUILDING M'J..\SOl<JPIY Q'l.ml Tl! OFt 61160 I SHEATHING FRAME EXTERIOR LATH lNSULATION INTERIOR LATH & DRYWALL PLUMBING SEWER AND BL/CO GAS TEST ELECTRICAL TEMPORARY POWER ELECTRIC UNDERGROUND ROUGH ELECTRIC ELECTRIC SERVICE BONDING G. F. I. -SMOKE DETECTOR MECHANICAL DUCT & PLEM., REF._ PIPING HEAT -AIR COND. -SOLAR SYSTEMS VENTILATING SYSTEMS CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HA VE BEEN APPROVED . FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTION SOILS COMPLIANCE PRIOR ro FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES·CAISSONS REO. IF I INSPECTOR'S CHECKED APPROVAL .. DATE ~~ .. ;2_79 '!I: . INSPECTOR'S NOTES flf/71>1~ .,. ~ ~ f~ :J.A , 2,f/ .J-U ptz; . {Ol~k3 ~ '°' f.A Gr /& ~ f!J__ hL~---1 t, ( l 10/dil -#,'I " .,, ,. & . , • .,,. ,r ,.t,,-pc:_..,, ltl~/f'3 -~ST ~-~ -~A, J.A,!pe... '7 i1;r;}e-.;-:: M1Af MA&StfAU-MD~.; MA,J 1 ~1~ T I A/JO -~7:/Lll~ ~ fE. ' P/ll<:NlilZT. IUAJ:Je' AU l,ICQ /,N ~ ~~ ~-~ PANG<-..;~. Tllt5V /tt/!!ECe?M~~~ ~~VA-7'10AJA -tl?IV_ 7"Nt?'l,,/S -nl,l,T_ 01!NG,; "'-~ ' ~~ #A,,.c.""".-w;r ~ ~ -s~UM.e-op ·. C4~. ~/IPll~H ~~/A<-~~ ~~ .86 ~~ Cd~ IP ~i:sSNJ-Y, 1 I l 11i-~ 7)16 ,<ifij,il-,UW or ---~-,~~ K.3 N-10 ~ ~~ C<J;,t~'7S ""°~ A/!,Ocff ~<'--7'~ tlfl# /"'~VA .STNF-S ~~ 0~ ,#~ _"'1-f">t,/-N~ 2 #=-f--253:,_; _ON~ /'l<l<.P-0<.~ ro,e. p,11,,,NlfxS ~ 9/4-2. 1 s~ce ;BA,,!.S ~i't.... ~ Ph,c..lG«S AT S.t:c',<1,,.. /U4",d' .L .s ~ ~v" w/ ~ ~l$ie6 ~ ~T ~ s.:.)h1,15 or~ p-vs.,,~ ,u,1£Q"rz.2>#,.J4t.. ~ U-1>,~ t,;(.,A--.:z.,n.& , -~--~---1 /2/d~ AIY'!-i_vt!FP A-J __ .Jej!r.SJ"rl!5 All-At-µ.D 9-'SD ~. 7 -., . ANO ~ ~, SA.s7 ;A,m:) w~7t.J.l'.~~ml--l 5T/'-JP.5 iNte ~)" )~--/~~ ~~tc,-.JS l,,.19-,$-tP,15~ NOr '(SJ" -~ • ,AT s:e?CIT#-~ ~T /fl{.c ~WV7'-r' • ,£. .4 ~r7 --~~---7 ./( _________ JOB SITE FINAL I~ I 1----------------------- f--~---------;,.--------t--------1------1 l!'IUILE>iNG SPECIAL CONDITIONS CERT OF OCCUPANCY IS . ' .," . ~ ' . City of Carlsbad ~--~---MISCELLANEOUS 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525 RECEIPT 112307 , Job MISCELl:.ANEOUS FEE RECEIPT "'I Address 2251 Rutherford/5926 Landau Col.l!.'t 1& Owner //:J. 3 ;.--'I'he Koll Company D ' PLAN CHECK FEE 01'-00-00-8806 Mailing D 6/tf: 3 t-/-4· Address 7330 Engineer F.oad VAL:UATION , , City 1Zi92111 Tel. D . Sa.n Dieqo 292.-5550. DEMOLITION Contractor D HOUSE MOVING Th9 Koll Ccm:i;any Address D PARKS AND RECREATION FEE 7330 Ea1.qineer -Roed City I Zip Tel. D PUBLIC FACILITIES FEE San.Dieao 92111 292-5550 D SCHOOL FEE· DISTRICT State·lic. City S. Classif. B-1/221-76"1 Lie. No • . 4040 ,D Carlsbad COMPLETE FOR PLAN CHECK ONLY D j::ncinitas "B" of Lots 20, ·o San Diego LEGAL DESCRIPTION Parcel 21 22, 23 fl 24 of Carlsbad tract number 81-10 D San Marcos as shown on map number 10330. D CERTIFICATE OF OCCUPANCY '' . n ,· _.. ASSESSORS PARCEL NO. 212-061-13 & 212-061-14 .. ~,,-,-~- n DESCRIPTION OF WORK-1qew "shell buildinct11 for n .. -.. --~ ( """'-._/'_ .:--- office/liqht rnanufacturirtq . n -~ .,. ·, _;;, n ~ ....;;-),, 17 -n ,, D Y::,-2--7· c; D PLAN ID NO. / D : DESIGNER ADDRESS 3160 Cai-rd.no del Rio South D Suite 217 D PHONE (619) 283-7217 TOTAL FEE //.,,.. .... -:,:., $ ,,.-,; • ..:. ..:.,__ CONTACT PERSON Peter Bussett *WARNING: PLAN CHECK FEES, WHERE NO ACTION IS T·AKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE Ds.vid R. Vasquez FORFEITED TO THE CITY. ,,..--, COMMENTS: ,,_' I) 71Jd· ~4::~t Signature of Applicalit..£-~a~_.,, ;:: '/f -.Date 6-28-83 -/" ..__/__/ \. . ,/ . -___,.,.. .) ,-~ White -Applicant Yellow -File Pink -(1) Finance (2) Data Process · Gold -Assessor ,, APPLICATION_ FOR P-ERMIT TO CONNECT TO CITY ,SEWER SYSTEM. --------------------------------.... -----------------v·r ____ grrx.O.f. c~,Lss_»,to -· f~;o sE 2fJ2j j ENGINEERING DEPARTMENT, _ . , ·d ~ · " • . ' . ; . 438-5541 •\ ~' / . / · .. .,t_ ..• ;.,_:'"\ ' -~ ,' -;-:.{- ,--FO_R_A_P_P_L_IG--A-N_T_T_O_F_I_L_L_I_N __ --------'----------11 ISSUED BY --~------+1--+--f-' ---~----- BUILDING ADDRESS OWNER MAILING ADDRESS -. , ole:1 ~ I . Jc:, • ~ t-_ • .. :,-:--JI- -..... -. ' __ ,, -,ti ;j--'.._..,,; --t' :,'·,I I CONTRACTOR -----:-· ·~-·:·· l !. / , <. CONTRACTOR'S ADDRESS NEW BUILDING ,~ -~ _ .. _,. - LEGAL DESCRIPTION_,'.;,(~:\... I EXISTING BUILDING I . -~ LATERAL LOCATION I I ST. ..,: en. LATERAL NO,--~----INSTALLATION DATE--------11 DATE ISSUED~------'-/_...,-'--_ 1~1_"_-~ ___ -- VALIDATION 11.'./., ~!\,''.< I!· LATERAL. CHARGE COMPUTATION STANDARD 4" (Max. H. 30', V. 10') _________ _ OVER 30' H. ___ @ ____ FT.-'--________ _ OVER10'V. @ FT. _________ _ STANDARD 6" (Max. H. 30', V: 10') _________ _ OVER 30' H. ___ @,~ ___ FT.~-----'~----- OVER 10'V, ___ @ ___ FT, _________ _ TOTAL CONSTRUC_TION COST-----------'~ SERVICE CHARGE (REPAVING ETC.)--------~ TOTAL LATERAL CHARGE _________ _ LINE COST QATA ASSESSMENT DIST. NO, _____________ _ FRONTAGE ____ COST PER FT. ____ TOTAL __ _ OTHER-----------'----------- CONNECTION FEE q ... H . ',· NO. UNITS " COST PER UNIT---TOTAL--- PLJMP STATION FEES NO. UNITS ___ COST PER UNIT ____ TOTAL--- '/. l j . ·/ TOTAL CHARGES (LATERAL ETC.l-~-------'-1 __ _ WHITE: l;ngineerlng GREEN: Finance YELl;.OW: Sanitatiop. ~IN.K:.Bujl_cjing GQL.DE;NROD: Perrnittec _ DEVELOPMENTAL SERVICES BUILDING DEPARTMENT etitp of etarlsbab Steve Mahoney The Koll Company 7330 Engineer Road San Di ego, Ca 1 if 92111 April 17, 1984 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008-1989 (619) 438-5525 The following shell buildings are completed and have had a finat inspection: 2251 Rutherford, BP 83-279 5929 Pascal, BP 83-280 5957-5967 Landau Court, BP 83-278 5927 Landau Court -BP 83-277 The buildings were built as shells, and occupancy will not be permitted until permits have been issued for tenant improvements and the improvements inspected and approved. MARTIN ORENYAK · DIRECTOR OF BUILDING xc: Merardo Camero cd Qtitp of Qtarlsbab REQUEST FOR INSPECTION RECORD / I I ,. I TIME:--+---- INSPECTOR _ ___,/1 ..... -_.._· (G)L_~--____ PERMIT NO. ________ DATE:½_ I)~ owNER ----+lu=,.._...c:.L-:....=-.._...,.co=--·--------------------,-----_J_-- ADDREss __ __:1 ::,:~~~~-:~--~-~~~L.,/J.M~~'lF!::..~~2:1t-,0~~----------- REQUESTED BY ----1+--~-"""'--=--=---~----PHONE NO. -----'---------- BUILDING D FOUNDATION· D FOOTING D SLAB D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING SUB FRAME D SHEATHING D ROOF D SHEAR D FRAME D EXTERIOR LATH PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING tl TUB OR SHQWER PAN . PERSON TAKING REPORT ____ _ ELECTRICAL D TEMPORARY SERVICE D UFFER GROUND D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING ~SERVICE MISCELLANEOUS D CONDITIONED AIR SYSTEMS D SOLAR HEAT D PATIO D POOL D SPA D SIGN D GRADING D DRIVEWAY D FINAL SPECIAL INSTRUCTIONS------------~--------------- Ready For lnspecti~onday o\6'.M. D P.M. · D Tuesday D Wednesday D Thursday D Friday SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY August 12, 1983 Conwell Marshall & Associates 3160 Camino Del Rio South Suite 217 San Diego, California 92108 Attention: Mr. David Vasquez Job No: Log No: SUBJECT: MOISTURE BARR~ER UNDER FLOOR SLABS Carlsbad Research Center. Phase :i: Buildings D,E,F-& G ·- Lot Numbers 20,21,22,23 and 24 Ca~lsbad, California SD1196-10 SD3-2705 Reference: "Fou.n.da.:ti..on 1nve..6.ti..ga.;ti..on, Ca1tl.6ba.d Re..6ea.1tc..h Cen.:te.Jt, Pha4e 1, B~i..ldin.g4 V,E,F & G, Lo;t Numbe.1t.6 20,27,22, 23 a.n.d 24, Ca.Jtl4ba.d Ca.li..601tni..a.," by San. Vie.go Soi..l.6 Engi..n.ee.1ti..rig, Inc... da.;ted June. 14, 1983. Gentlemen: In accordance with your request, we are submitting revised recommendations concerning floor slabs at the subject site. In lJeu o-f recommendations, contained in our referenced report, floor slabs may be underlain by 3-inches of Class 2 aggregate base and a 10-mil visqueen moisture barrier, plus 2-inches .of Class 2 base between the slab and visqueen. The visqueen should be lapped or cemented in accordance with the manufacturer's · recommendation. The other recommendations concerning floor slabs contained in our referenced report are· still considered applicable. This opportunity to be of service is sincerely appreciated. Please call if you have any questions concerning this report. Very truly yours,· SAN DIEGO SOILS ENGINEERING, INC. ~.f. f/K Tara S. Sikh, R.C.E. 35454 Senior Engineer TSS:tm Distribution: (4) Submitted (2) The Koll Company Attn: Mr. Steve Mahoney SUBSIDIARY Of IRVINE CONSULTING GROUP, IN"C. 4891 MERCURY STREET • SAN DIEGO, CA 92:111 • (714) 268-8266 PROFESSIONAL REGISTERED INSPECTIONS, INC. 'JS9!> Convoy Coun Sao O,ego. Californlf, 92111 Phon• 292:-086(1' ________ ,N_SP_e_c_r_o __ R_s __ w_e_e_K_L_Y_R_E_PO __ R_T ___ 3_2_4_o ____ ,.._ ..... ______ L__~~-~.;_~~<:?~ ...... ?.~.P..t~!n~.~t ... ~.? ..• ,: ••.• ·1ij} .. j COVERING WORK PE,.FORMED (x] ,.EINFOPICl!O CONCRETE [J STRUCT. STEEL ASSEMBLY WHICH l'tl!QUIAEO APPROVAi. ev O PRE-STAESSED CONCRET,E .. i tU'INFORCED GYPSUM 1.J Gl.UE • LAM. FAl!R.ICATION I_I OTHER TH! SPECIAL INSPECTQR•OI' [:} Pl!:INFORp!:D MAS9NR'!' LJ PILE DRIVING ...................... . t------------------'---....;...---,"""""----,------:-----,r-::-:-:-:--:---:--:---:--:-=--:-:-:-::-:--:--:-::-~,----------__;--..,...-1.' 10_. AOt,AESS _ ,,,-,:,__5 ·tft§ -~ . BUIL, ... <, ,. f nMll NUME\E'R PL-'N FllF NUMBER [· ~ -"" p ....__ .. _.,,. JJ.S' 1--..3:2~20!:!!e~·:i::s"'2:t1Trr1 !!:1E~ftr0eml\~e;!ft:s:se~A:E:e i:::!::€1!:8!':l'" l~!!!!ha~dL-~~~, ~~~Q/;1~81-47..9.. __ ---~.____a-=3_-__,2 7c..:::9..,....._ __ --4' 0"'!Nt-R oi, O'ROJltCT NAM~ ARCH• l ~ ( . ' THE KOLL COMPANY CONWELL AND.MARSHALL C<:>"!.Slll,~AT'L;('TV .. E,Gl\!!OE,ETC,I OESIGN ST.RENGTH ENGINEER ..,_~T:...:.Y..:..P.-1:....!l~C~ON=Rll:>,..!..TE=-·. ---L-~.......,_.-_,.__,.,.......11..U,J.._._l.l,.Ll._...-+--'-"-'"-'-Hu.N ..,_A.,,.,_NQ,. ,4§_,SOC I ATES D,:!1.c;:, .. ,111F MAT'L, , .. ,~ n«si•H, -"~···"· e11,ui1t .... ~ ... .-. t¥i'Ln-1100, lt,TC,I GENER,..L co,.,.,.,,, ( r-::o:--::R:----...-------'------,.---t .. , , . . KOLL COMPANY ] 1£3 B~B~R Al 1811 0/G BQ'll'I WAYS. CONTR, DOING flEPORTf.O WORK Ji TYPE I I coNcRgTE RI EV PRESSER CONCRETE ~/08 I.OCATIOMS OF WO_..K INSPECTED, "fEST-SAMP~E'~ TAK-EN. WORK REJECTED, JO.I PROEILEM!., PROGRESS, REMARKS, ETC. l"!(LIJOES INF'Ol'IM.ATION AaouT -•MOUNTS OF 'M·A,Tl:flll·AL PLACED 01'1 WOl'IK PER.FORMEDI NUMeE;R, TYPE,• IOE~ T, NO'~. OF ·TEST IA..-PLI.S TAKl:N1 S,T,.Uc;'T, C:ON_NEC:-TlqNS IWIELDIM~DE, !'1,•T, BOLTS TORQUED) CHECKED: ETC, . . . Inspected· placement of reb~r a_nd.~~-n~r~te in first of th.ree pours of slab on grade in Building 11 F11 • Prepared ()) compres·s ion test cyt'i ndei-s·~. '\.'"'. ~.·' ' ' ',. ··.·. '• ,-·,. J',/ .. ·. ~' ... 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'' ':-_,: , ', :-_1N~Rucr1o~s ro SEND~R:-.-· -:./_~--···: ~-(t?f~ffl · 1Nsrnucn0Ns ;o ~~cE1vER: • ·< ·}/;.:: · · 1 KEEP YELLOW·COPY 2 SEND WHITE-AND PINI\ COPIES WITH CARBON IN'J'.AGT;.\ · '"l 1. WRITE REPLY 2, DET ACH'STUB, KEEP PINK COPY. RETURN WHITE.COPY TO·S,ENDER-- -.· ............. ~-~--u.-, , __ : .. _ .. ' ·~:~-·-~~-~·~,-;,,~,-:,:,._,_:;_:-'·---: ... :.,,-~-•:.,~-1-____ ................. ______ H~ •"'••~ ,..,.,.,_,.._ ... _ ' "-, _• I, \ /I ! : ! i ! i. = P11000:T204-1/M:n/tnc.,~Mm..01•11. 'I'· • ~--·------~ -----------·----;--------------·-- ..:ST;1t.vc.rN/J./+'-~os .,.-=-o~ ~TA-//v'/A/G w.A-US ~ .6°9~G ~AAIP~ ··er. WA'6,A,,4!E y£A7/CA-, .;C?e,;....y_ rOA.ce,M6#T'$ ,,,Dr. /.2 ,,,, ;tfr~c,,,'<S ,A-fiE LJ:'c::.4~ nl,c..,AAD.$ 77'}~ <:.swr~ et/=" '8L0Qt( • • t _I 789& l.v. '"'v v Coun: PROFEss·10NAL REGISTERED INSPECTIONS, INC. San O•evo, C1o1hfor ·~1• 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT 3243 ~-roRwEEK September 9, 83 ENDING ON .......................................... , 19 ••••• ----------~---------~,..._.........-.-.----.. -·---·---·--·--- COVERING WORK' PE,.FORMEO [[i REINFORCED CONCRETE #HICH REQUIRED Af"PROVAL l!IY O f"RE•STAESSED CONCRETE tJ REINFORCED MASONR'Y #3 ~EBAR AT .18'. 1 0/ C BOTH WAYS, .AND TYPE I I CONCRETE J STRUCT. S.Tf'El. -"SSEMBL Y [l REINFORCED GYPSUM l] PILE DRIVING \ ..J GL'.JE -LAM. FABRICATION· L_I OTHER ., ....... DATE LOCATIONS Ofl WOfllK INS!itECTEO, Tl!:ST SAMPLl!S TAKl!N,.WORK REJECTED, .ioe PROBLEMS, PROGRESS, REMARl<.5, ETC INCLUOEI INFORMATION AaOUT -ilMOUNTI 0,, MAT SRI AL PLACED OR WORK PERFOR~EDI NUMl!!ER., vl"E. I, ')ENT."<<: ·s. OF TCST IAMP_1.a1 T·-"KIEN1 ITRUCT, CONN!lCTIONI IWSLOI MADE, H,T, 90!..l:S TORQU~DI CHECKED; E. re. 9/09 Inspected placement of rebar and concrete in (3) compression test cylinders. CERTIFICATION OF COMPLIANCE I hMftby -certify that I have impected •II of th• above reported work. Unleu ·otherwise not11d, ,I have found this work to comply with the l!t)proved plant, 1pwcific1tion1, and apph.:•hl• teetio!1• of th• govern· inQ building II.WI. SUP,ERV I SOR Prepared '., ' · · .. q./ '1C:f 0 -2 -·--· -<· 4,.,,> ,J;);;r._r 1·, '' .'' ! I \: [. r. T• J f t ! i< ? ,. PROFESSIONAL REGaS';EREO INSPECTIONS, INC. PHONE 292-0660 __ _,. 799!5 convoy court, s~n d1ego, cai1forn,a 92111 INSPECTIONS • TESTING ~ ENGIN~ERING TEST REPORT JOB NO. 3240 JOB CARLSBAD RESEARCH CENTER • t;'!J:U.. -"~ ~~~/ P,.iI1i,J;.J ADDRESS 2288 BIIIHEBf8RO BQAQ ~-·-y· -v-PHONE-------------- OWNEfl IHE KAI I CPHP8~Y CONTRACTOR THE KOLL COMPANY CLIENT JHE KOLL tPMPANY ENGfNEER RAY KAHN ARCHiTE~T CONWELL AND MARSHALL BLDG. AUTH. · CI TY OF CARLSBAD INSPECTOR ED WANGENSTEIN PERMIT NO. 83-279 PLAN FILE 83-279 FIELD LOCATION OF SPECIMEN MID-SECTION OF FINAL POUR ON SAMPLE OF: SLAB ON GRADE IN JOB OR STRUCTURE: BU I LOI NG 11 F11 MIX NO. 50-0082 MADEBY___.f-D.__W=AN-G-E-N-SJ~f-1-N ______ _ PROPORTIONS __ 4_. 6_S_A_C K _____________ ___,_SLUMP .--------------4.5 '·. ADMIXTURE . PQZZ J¼4 & FLVASH DATE MADE ___ 9_-1_.3._-.... 8-.3 _______ _ TYPE OF CEMENT--i-=---------------DATE RECEIVED _9~:--14_-_8 __ 3 _______ _ CONC. $UPPLIER PRE-MIXED CONCRETE CO. SOURCE OF ROCK __________ _ TICKET NO. ___ oo...,6 __ 4_8_9 ____________ INSPECTOR SIGN ED WANGENSTE IN AGE TESTED DAVI SPECIMEN MARKINGS DATE TESTED AREA -sa. IN. ULTIMATE LOAD -LBS. UNIT .STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: The Ko 11 Co. Pre-Mixed Concrete c6. City of Carlsbad LABORATORY TEST DATA 7DAVI DAYS 28DAYS H DAVI 44165 44166 44167 9-:20 10-11 HOLD 28.ZS 68000 2405 3QQQ R·ECEIVED SEP 2 61983 CITY OF CARLSBAD ·Buildi. l Department ENGIN{#//,1 ' PROFESSIONAL REGISTERED 1NSPECTIONS, INC PHONE 292-0860 __ ..,. ?B9!5 convoy court;, ••n d••go, ceitforn,a 92111 INSPECTIONS • TESTING • ENGIN~ERlNG TEST REPORT JOB NO. 3249 PHONE ______________ _ OWNEA-~Ttt~Er&..,&,lK~O~LL~· ~~~QM~P~A~N~Y ____________ CONTRACTOR __ T_H_E_K_O_LL:;_,;:C_O~MP~A_N_Y ___ _ .. CLIENT_~T.;.,;H,::.E ~K.:,:O;.::L.::.L..:C::.:O;:..M::.,.PA~N-=-=Y _____________ ENGINE~R ----;.KA ... H_N __ A __ N_O;....;.;A_ss_o;..;c .... 1 A_T_E;.;;S __ _ AACH,ITECT. CONWELL AND MARSHALL INSPECTOR ED WANGENSTE IN FIELD SAMPLE OF: GROUT BLDG. AUTH. __ C_I_T_Y _O_F_C.;.;,A..,R..;;.L~SB;..;.A..;;D ___ _ PERMIT ·NO. 83-278 Pl.AN FILE 83-278 LOCATiON OF SPECIMEN IN JOB OR STRUCTURE: FIRST FOUR FOOT LI FT, RESTRAIN I NG WAL . ·MIX NO. _ _.5._0 ...... 00..,3w0------------------MADE BY _____ ED;...._W ... A ... NG ... E __ N;.;.S ... TE .... l;.;.N;,_ ___ _ PROPORTIONS . 6. 5 _SACK SLUMP ______________ _ AQMIXTURE ____ P __ oz_Z__,,,3_44......., _____________ DATE MADE __ . _9-_1_4_-8 __ 3 ________ _ TYPE OF C~MENT__,. _________________ DATE RECEIVED .... 9""-.... 1_5-... 8;.;;3 _______ _ CONC. SUPPl,.IER . PRE-MIXED CONCRETE CO. SOURCE OF ROCK 3/8 PEA GRAVEL TICKET NO. 151715 INSPECTOR SIGN ED WANGENSTE IN LAIQRATORY TEST DATA AAI TIITID DAVI 7DAYI. DAYI •DAYI DAYI SPECIMEN MARKINGS 44174 4417J; 44176 . DATE TESTED 9-21 . 10-12 HOLD AREA -SQ. IN. 9.00 ULTIMATE LOAD -LBS. 30000 UNIT STRESS -PSI 3330 SPECIFIED STRENGTH -· AT 28 DAYS -PSI 2000 , ~., rt ., DISTRIBUTION: The Koll Company R·ECEIVED Pre-Mixed Concrete Co. (}): . City of Carlsbad ,. SEP261983 CITY OF CARLSBAD BuildL. J Department 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC. San Di-.,, California 92111 Phone 292-0980 INSPECTORS WEEKLY REPORT 3240' J FOR WEEK ----...... --------,------------------No_. ____ __.,l ENOING_ON .• ss -temt>e.r:---l.G ....... , u8. cov1:.1q1NG WORK PEflFORMEO WHICH l'tl!QUll'tED APPROVAL 9Y THt: S,-ECtAI,. INSPECTOfl Oft Ix) Al!INFOACED CONCRETE 0 Pl'tE•STl'tESSED CONCl'tETE D l'tEINFONCEO MASONRY' 'LJ STRUCT. STEEL ASSEMBLY 0 REINFORCED GYPSUM l__j GLUE• LAM. FABRICATION [] OTHER )O*W&L'LAVD# er-;l~S"t i'fto ~& ROAD CARLSBAD WNf R c.,n ""(>Jl:CT NAME CARLSBAD RESEARCH #3 REBAR: IYPE II CEMENT. GROUT 2000 PS I . . D PILE DRIVING l!I\.IILOING F"ERMil PLAN F"ILE NUMBER 8 -2 ARCHITECT GENERAL CONIRACTOR LAB, RECEIVING a TESTING CONSTR. MAT'L, SAMPLES INIP'N. DATE LOCATIONS 01' WONK INlfl'f;CTl!O, TEST SAMPLES TAKl!!:N, WORK REJECTED, JOl!!I PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDl!I IN .. 91'1MATION A•ou·T -AMOUNTS OF MATCRIAL PLACED OR WORK PERFORMED: NUMBER, TYPE, a IOEN T, NO"S. o,-Tl:~T_IAMPLl:I TAKltNl'ITRUCT. CONNECTIONS lWl:L01M1'01E, H.T. BOLTS TQRQUEDI CHECKED: ETC. 9/13 Inspected placement of rebar at. 1811 • O.K. ~oth ways.,..ai;~ placement of concrete. Prepared (3) compression test cylinders. (.,s<.,,D~. e''"_,) 9/14 Inspected vertical rebar and grout in :first_lift·of two retaining walls ~ast .corner of .Building "F". Prepared (3). test prisms. JI~ t 1v-A tJo1(/J'q/~ CERTIFICATION OF COMPLIANCE I ,htfeby certify that I hev11 intp11et11d all of the abovfl reported work. Unleu oth11rwise not11d, I hen found this work to comply with th11 IPPfQ¥11d plen1, tp11cifir.ations, and applicable tection1 of 1h11 gov•rn· ing buildin11 ll1w, RECEIVED SEP 261983 CITY OF CARLSBAD Build:. ] Department at South- -',' ~ ~ l t Twinintt L_&lu.a~ii;lfltir& of c:Eou.tfu.tn Ca.u.fotni.a., .On.a. #~~ -~~-. 1?i-----.::-a . · · · 331 O Airpor1 Way/ M•iling Addreu-P.O. Box 4 7 I Long &,ach, CA 90801 / (213) 426-3355 I (21 3) 636·238!1 / (714) 828-6432 TESTING &IIANCH OFFICE, 1514•0 Nonh H.,p•r SltHI / S•nla lv11, CA 92703 / (714) 531•2().45 8/16/83 TESTS ON REINFORCING STEEL Triangle Steel Comp9l1y EXAMINATION NO. 83-7698 W.W. //34413 1000 W. Francisco Street B/L Kawalski -Kala 117 Torrance, California 90502 PROJECT ADDRESS · ARC.HITECT ENGINEER. Sl:IIP SEA AUGUSTA Berth 206, Long Beach Harbor CONTRACTOR SU BCONTAACTOR SAMPLED BY _ 8/2/83. Bob of Twining Laboratories a~ Berth 206, Long Beach, Sea Augusta on SPECIFICATION Description Gr.ade Size Mill 40 3 Japan 40 3 Japan· 40 3 Japan 40 3 Japan 40 3 Japan 40 '3 J.apan 40 3 Japan 40 3 J_apan l10 3 Japan 40 3 .Japan ASTM Grade 40 A615 BUNDIE No .. 00283 00446' 00752 00022 00708 01038 00718 00880 00264 00287 Weight Pounds Ma.terial covered by this report complies with Deformed Ba~s Grade 40 and al~a complies with DIST.RIBUTION: Yield Tensile Elong. Bend Strength P .S.I. Strength P.S.I: % in 8" Test 55,5.00 79,000 22 Ok 70,000 94,500 17 Ok 65,500 93,000 18 ·ok 63,500 94,500 16 Ok 70,000 87,500 19 Ok 57,500 80,000 22 Ok 55,500 80,000 22 Ok 60,000 85,500 18 Ok 55,500 79,000 18 Ok 56,500 · 80,000 20 Ok ASTM Specifications A615 Billet Steel Project Specifications, JL>,:;-r;,,,.,;,,4;.,. e(-l~ rt .. ~o1 1 ~ria~gle ·Steel/ATTN: Mr. Glen Stout (Original & l copy) RECEIVED AUG 2 0 1983 J. L. Davidson Co. REPORTS .I.RE SUBMITTED AS THE CO"JFIOENT/.1.l PROPERr:Y OF' CLIENTS AUTH()All.1.Tl()N FilA' prr-:rr ,.., ... "'\~, ...... "" • ,.-... ..., ........... • e "'I 'It,, ... ''1,... • I I~ • • (' '• •"" • " ,.. '*' • .J ... .~P.O. Box 1 ·1 '10 . ·.. . .· · . ( 2 ·1 3) S ·JU-51 2 2 Lonn •Bcact\ C.:1IHorr1i.a •. DOOO•l · ~ ' . . :_ t.\(\. Aro;i: (213) 77!i-G1~1 ... . ...... Date-: r=rom: ---------------------tJ. r. rt'. n. .. ::.:· ... , ... For: :r . .H • H · ----------------------,--. Division: 5 0 Tl! ~;T. 1:·1rni1 TEAH 'rnAGK Fl (i l1 1. ! 'r\ r:; ! OT • T I\ Adclrc.ss:' Aciclrcs!.;: ------,,·····---.. ·--------........ .. City: L.A. - ·= .. ·/.;.• Cil y:· ,";/\t.1TEE, C'.A . : AMT. DE:.Cllll'TION -l (.)-· ---,:',--/ -":;.-;-.... -.. -. -.--}-------,--_7;~~ - -----1-------·..;.·· u.L• .. , 1 \.= .. -L--~---------, ·11·.,,',· '· l4 .. /;!, ,·,:.. -~ ~ ~ f'• • ,· .. , •• , 7 . . I. __ ,.'' .... _' \ / '_'1 . . . ,0 -----1----,-' _____ _ : , ••• ·1 '· :.! ~ '• .. /(-/ AJ-.. c7 : r·-1 -. . , L',:' .) / :v ,r ..:.._____:__ __ ,. -.. :: ... ---------, .... ·,.t\ i'; _'· •' '/,; __ ·,_, I !\(·; ,.: ~ ,// 2 6 (../ . ~}.-----·-·-· .. --·-·--··--·-, __________ _ ·// ;•' .• :•;. i.~ ,;. J _/ t··/ /}.) /f ia·f-~0 ~ 2--_ --~-------, nr:cc1v111G 7m.1ATIOII -------.....,_ li t't'.' ,,. i' . ,/,' Jj -~--:~-tt.'6 ... ~ ,_r-lf_ll._l _._/ _____ _ l---1---------------'--.... I ---------____ ,,_ ___ , ________ , IJY / . .' •. ::;;J ;'···7· · -. ~~- ---'--I----------------'-'-------,--;-; --,--1-------. 111:C}, <.::, ~1 \\ •. I 1· TOT \L r1/ . • • ., •• -, I , , --~----.,...,_..,....,... _______ .;__........,.-,;.._--'-___ .;;__,.'-!, onrvrn · J~·f 'r I.-". j/uN1T ~'<?· ./) .. ·' r-·, / . EXCEi\ 10115 -f -I . -------i,.----1-----11 S/S . . LOAOltlG T_IME UIILOAOIIIG TIME ll/1. ,// __,.··,-OFFICE usr: Otll.:_,' __ 1-------WEICillT Annrv1:: f.·T'l,ll T ST/,nt P.O. fltll5il FINISH MISC. O(f'AnT OEl'AllT . . lJ[:il: 1.1/\I.U?.011-11' P[.1--1 .• I 'Ill'~.;:·; Fii lMI.Y 111~ •. ,o, ____ •• ······----. ·---. ····--·· --··-----·-·-·---···-............. ;1r;. ..... ,,, .... &, ... ~---•• ,., -····· ... • ... •• • • • • ............. _ .................... -· -· •• ··--·--·-•• • .. • • • • • ...... .. ' . ! ! --------~-----·----------·--------~. --I I PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court San Diego, California 92111 Phone 292-0660 ..... ~ INSPECTORS WEE'Kl:..Y REPORT COVERING WORK PERl'"ORMED O REINFORCED CONCRETE WHICH REQUIRED APPROVAL.. BY D PRE-STRESSED CONCRETE THE SPECIAL INSPECTOR OF' D REINFORC::ED MASONRY JO.a ACCRESS, THE KOLL COMP.ANY No. 3240 :~~l~~EtN ... J.U.Q.~ .......................... , 19§}. [J STRUCT. STEEL ASSEMBLY D REINFORCED GYPSUM D. PILE DRIVING LJ GLUE• l.AM. FABRICATION Ix] OTHER ···J;.J-ELD·IN-G-················ .. •·•··•·••··· BUIL.CING PERMIT NUMBER PLAN FILE NUMBER 83-279 83-279 ARCHITECT CONWJ:LL MID K!.\.RSHALL CONSTR.MAT'L, ITYPE, GRACE, uc.1 CESIGN STRENGTH SOURCE OR MFGR. ENGINEER KAHN AND ASSOCIATES GENERAL.. CONTRACTOR #8017 W:LEDING ROD THE KOLL COMPA11Y CONTR. COING REPORTEC WORK INSP'N. DA"J'.E 12/07 12/08 ED F..AWKINs· WELDING LAS. RECEIVING • TESTING CONS.TR. MAT'l., SAMPLES PROFESSIONAL REGISTERED INSPECTIONS INC LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCL.UDIES INll'ORMATION ABOUT-AMOUNTS 011' MATERl·AL. PL.AC EC OR WORK PERFORMED; NUMBER, TYPE,• IDENT, NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS lWltL.CS MADE, H.T. BOL. TS TORQUED) CHECKED; ETC •. Inspected welding on overload panels at North end of Building '!F", as per engineer's attached change:s, Detail a/57. WELDER: CARRY JOHNSON CERTIFICATION# 3989 Inspected remaining welds on detail stated CERTIFICATION·OF-COMPLIANCE. I h••bv certify that I have inspected all of th• abov• raportad work. Uni .. otharwi• noted, I have found mis -rk to comply with 1ha. approved plans, it)acifications, and appllcabl• IKtiOM of th• govern-SUPERVISOR int :building laws.. 12/09/83 CATE OF REPORT. SD 84 REG!S"!"EI' NUMBER I. ' KHAN ASSOCIATES -~ 5~31 Irvine 81yd. Suite f211 ~ · TUSTIN,.CALIFORNIA 92680_ ~ 1\1~ ; . ·~·· .. .: __ .._ ·-· JJ11@IJIJ(J({J) LETTER Phone 731-7211 . Date . \.tf.uf ca,~ .. · :· _'·· ........... .. . . ·TO. Gon we,..,\\ -:-: .. n)o. r.:S ha l\ ..... ~~--A-6~(:). C-. ............... .-......... Subject .. 20 -"3?\S .. . : . : .. ·; ...... ·... .: ... "": . : .. .. ...................... --: ..... > .. · ................. ·.: .............. , ... : .......... · .................... : ..... :.................. ....... "G_-r .. \S.bA& .R..-e.?~O~f~Y\ .... ---... : ... --··, .. :.· .. .. ..... ... · .................................................... ., ................... ·_ .· :f>J~~·· l.:.F. .:: .. ~ E··c·-~: 1: .. V ·E·.o .... . CONWELL.MARSHALL . · · ... • · · · · .. ··· · ... · .. ·· ·· ... · · ·· · · ··· · ·· · ······ ..... ., ...... · ............. · ...... , ... · _. ............... ··· ........ -· ·· ·· .. ··:·.: · ·· · ............. ANO "-SSOC-1.~TES · · ...... · ....... .. . . 1"~ X~~r.f D t'.~ "~ i.h . 7}, e, . e:Jo..st-t,r \ f\ . ~~-\a..:\ ...• C:,/56 1 !> .. :f:ljli u.,\ . -f' \ o-.'.'>t~r:. f ~ I ~ ... v:."'8 r~r U3 A/5 7-,, • . .. . ~ ........ •·. -..... ··•·• . - .................. ·~;-·· D Please reply D No reply necessary· SIGNED FORM 188·2 Available from /Nm/Inc. Groton,,Mou. 014150' KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211. ' 6;:,-315 SHEET NO.----------OF-------- CALCULATED sy_.,.J,.._,.fu."-"-S ........ ____ DATE 11 j Z«sj S'.'.!2 CHECKED BY---------DATE------- SCALE ........ : ....... ~.. . • : ....... : ........ ··! .•....•• -:. "··!_:, ...... ~ ! . ! ......... !.. . .... ·! ········ . i·· ... ··-j-... ·· -J-······· .. C ..... ·i---· .. i .. :.::··· ·t --+---; _ __;._-!---i--·· -··· ---······--· i ! . i: ':': 'i i ! . ,...__..._..l.---.;...-'--+----+--~---·-· ...... .. f-! I _..;.._ ______ ..__+-: ---+--f· -t--1 -;----''!---'"ji-· .. -.;. .. ,..,, ...... !l -~.=-: ! ·. , _______ ,_____,___;.........-'-. ---!:--··----~---, ---. ' ' ' ' ! i· i . ' . ! -:--'-~--I--·-'--! ........._...;.--.....;·i-.-'-~--i·Lti---e----:6JA---,!--i l GD~ Ee ~ii 0~ roi-. __,__.,!-.. _,_: I __,t_.l.· ---,i--·-1--,:. . ' i, i ··-t------.. ,f _______ J. , W i..1 1 z.J.s '· 1 s. 1 ;1Fd 1 ·I -, , . , .. J....... . :T,: I ! ..... ·.; -• , .. J: ... ~· ...... LP.~:..: ... , .'. ....... J. . , i y-. !' i. j 1 l'' i . ~ • . I i· i :. i____ ' --';'-!· -...J-.··-_--·7·-······: ---------:·-···-·1··-----;.-;...._...;.:-·_-+--"'-rr wrr , 1/,J~~t±~L= : ·' I _, ~1---1---'---+-i -+-i--;-i-~ H-Ll-j,~ ti'~.< ,J!i_. ·- ~ ·f} ~rR,i!--T,1~'r-\,J;?.\T~ i--~-~-.... ........... _. __ ...... , -----"-I-· ---'----+--...;.--+--,.---...!, .,~,.,. _v4~c?f\;f ~~T ··-r--··~····~··· , _ _;__;....___;__;.._-'--_.._-:._.;_1 ---1-----+---l--.t····--·t---t--t--t~t-r-r-t-t--r~~;;;;;;;?f--t°;~:--i ! i ·· 1 j l / i i : ·l--:---+---.---,i"-···-··-i .. ___,__+-; -+--!--+--+---+-I · ______ ····-·····i···-··--1. ........... ~.....;....' ---. ........ . . ~ i ' l . . . ! ! : l !. i , j · ;. f ! I i · _i ---'~ ! ; ~ ' l . : l i i ; ·! ~-i---;----'-----'----....,.___;....__,_........., _ _:._. __ j"" .... -····- :' ,.! :,i ',; ,_'·;e-· --; t f ; ; ; ' ! i ' ' ; ! i !" i i : ·-....... L ........... ~rrn, ,~1,..,. r..-u-"'•"• PROFESSIONAL REGISTERED tNSPECTtONS. INC __ _,,. ?89!5 co"vov court:. ••n d,ego. ca1t,orn1a 92111 INiPICTIONI • TIITING • ENGINEERING T!ff RIPORT JOI NO. 3240 IP'!!,· JOl, ______ c_A.;.;.R ... L_SB_A_D_RE ... S_E_A_RC_H_CE ... N_T_E_R_~~.,....---,,--------------- APl)IIIII wtf~r~~fR,~.:l.J""'/ ~~1 _________ ,,,., · -1• THE KOLL COMPANY THE KOLL COMPANY vwn "------------------CONTRACTOR ------------• Ci..lENT THE KOLL COMPANY INGINE~R ___ KA_HN_A_ND_A_ss_o_c_, A_T_E_s __ CONWELL AND MARSHALL CITY OF CARLSBAD ARCHITECT ILDG. AUTH. ----------- INSPECTOR ED WANGENSTEIN FIELD SAMPLE OF: CONCRETE PERMIT NO. 83-279 ,LAN Fflt: 83-27' LOCATION OF SPECIMEN IN JOI 011 ITIIUCTUAE: Tl LT UP PANELS, BLDG. 11F11 ---======---------111111a-=-=--=-====-=--=-=m==-======---===========-=====---'-; MIX NO. ---'5,_25-.o_a_oG;;,.---------------MADI IV ED WANGENSTE IN PIIOl'ORTIONS __________________ ILUM'.--.. •-• __________ ,,., • .. M)MIXTURE POZZ 344. 25.5 lb. Davis 6804 DATI MADI _ ...... l...,0/_1_8_/8_...3:...------ TVPI OF CEMENT ___ I I......, ___________ DATI IIICEIVID -;.] 0..:.l ... 1..,9/_8;,.:3 _______ .... , CONC. ltJIIPLIEft PRE-MIXED CONCRETE CO. IOUIICI o, ROCK _P_A_L_A_1_11 _____ _ TICKET NO. 013325 INIPICTOR SIGN ED WANGENSTE IN LAIOIIATOftV TQT DAT6 .. CIMEN MAftKINGI ~~---=--44 -1--~~"-----+-----~·--+-_,.;~..IJ,,..-~,.,..~~fl-6=18 __ _ DATE TEITID 10-2 HOLD -+-~-=-----+------t--~.i.....--+......:.~~--,_,, AIIIA-10. IN. 28.28 2 '----+---=~:;:.._--+-----1-~~--+----.... ,. ULTIMATE L()AD -LIS. 76000 980(0 UNIT STRESS -PSI 2685 INCIFIEO STRENGTH 3465 ~~~~~~--t-------t-_..;;:;.;;.;._,_ __ +-------1~---=---+------·· .... AT 21 DAYS -PS! ~,w ... ...-.~,~-·h~,...."°'" DIITRIIUTION: The Ko 11 C.o. City of Carlsbad Pre-Mixed Co~cr~te ~. J'aaa RECEIVED NOV 1 71983 CITY OF CARLSBAD Builci: · Department PROFESSIONAL REG:STEREO 1NSPECTIONS. INC __ _.. ?'1!19!5 co"voy COUf"C. ..,, c,,ego. ca1iforni• s2111 INIPICTIONI • TIITING • ENGIN!EAING 1~ , TEST REPORT JOI NO. 3240 _,. .IOl-~-----C~A~RL~S~B~AD~R;;;E.;;;,;SE;;;,;.A.;;.;R~CH~C~EN~T~E~R~~~-,~--r-------------- ADOllm ~~R~/S'I ~ONI ________ _ :.,.,.,,. ____ .TH~E;;_KO_L_L......,COM~P-AN_Y ________ coNTRACTOR __ TH_E_K_OL_L_co_H_P_AN_v __ _ .- '. _CUINT _____ T_HE_K_O_LL_c_oM_P_A_Nv ________ ENGINE'" ___ KA_H_N_AN_D_As_s_o_c_1A_r_es __ _ -CONWELL AND MARSHALL CITY OF CARLSBAD ARCHmCT ILDG. AUTH. ------------ ;INIP:_;~~-•;ar:.:-.:;:0:11 ;:;=.·-E_o_w_M=G=E·N=ST·E=l·N==-=====:..:;;PE::R:M::IT.:..:;:NO~. =8=3=-=27='=.::';:;LAN::_~F:;•L:_E_8;;;3.-2=7;::9~-.; FIELD LOCATION OF SPECIMEN SAMPLE OF: CONCRETE IN JOI OR STIUJCTURE: TILT UP PANELS BLDG. "F" .. x NO 52-5080G .... -IY ED-WANGENSTEIN ·------------------------------- ,11o,q11n0Ns ___ 5_._4_S_K ____________ .LUMP,----4-_1_/_2'_' ---------·"· ,, . ADMIXTURE 15 gal. water, POZZ 344, 25.511 Davis 5804 DATI MADI __ 11_/_0_4/_8_3 _________ ·"""" ffPI o, CEMENT __ r_r _____________ DATI IIICEIVID ..,..11 ... 1_0_71 __ 8_3 ______ ..,,, CONC. IUl'PLIER __ P_R_E_-M_r_x_ED_c_o_NC_R_:E_TE_c_o_. -----.,UflCI Ofl IIOCIC _P_AL_A_1_"----~-- ,-.~CICET NO. 016860 INSl'ECTOR SIGN ED WANGENSTEIN LAIAnMPBV tPT DATA IPICIMEN MARKINGS 44835 4'4836 4483 7 -----------1------+------+------t------+-------, ... ,, :Tl TESTID 11 ... 11 12-02 HOLD ;:..;. ..... ....;;;.;.::.:::.....----+------+-..;;;;,;;;...;;;,;;;;. __ -+ ____ ~~;...;;.;-----~;;.;;;:;.._ __ ,,, -AREA -SQ. IN. 28.28 \JI. TIMATE LOAD -LIS. 69000 2440 ~IT STRESS -PSI _ .. =c,:-::F~11=-=o~s::T::R~E:-:N~or=H~-+-------if-------+-------+-------,t--------· 1 •-f 21 DAYS -PSI OIITRIIUTION: The Ko 11 Co. City of Carlsbad Pre-Mixed Concrete Co. 3000 ~ E:~C NOVl 71983 yi,Mt; ~ CITY OF CARLSBAD Build~ ·· Department PROFESSIONAL REGlSTEF;E O 1NSPECTIONS. l~C PMONE 292-0eao __ _,.. ?See co,.,vov court, aan d•ego, cai,for-n,a 92111 INSPECTIONS • TESTING • ENGINfEAING TEST REPORT JOI NO. 3240 JOI CARLSBAD RESEARCH CENTER ADD-R-ESS----~--fi@-_.;i._ifu_rH-~R-~-i:ti-;szy_o_~-,v-~-~-S-/-~~-,,.,... ~PH----i~,-e-_-_-_-_-_-_-_-__ -_-_-_-_-_-_-_-__ -_ -_ -_ -_ -_ THE KOLL COMPANY · THE KOLL COMPANY OWNER--------------------CONTRACTOR -------------_, . . t·«;~IENT ______ T_H_E_KO_L_L __ co_M_P_A_Nv ___________ ENGINE~R ___ KA_H_N_A_N_D_As_s_o.,..c_, A_T_E_s __ CONWELL AND MARSHALL CITY OF CARLSBAD ARCHITECT ILDG. AUTH. ------------ :INIP:;;:;ECT::.:..:O:_:;R~;;;;;;;;;;;;;;E;;;D;;W;;A;;N=GE;;N=S=T:;E l:;N;;;;;;;;;;;;;:;;:;;;:;;;;;;;;.~P:;ER:M:l~T..;N:O:;,, .;:;=S;:3;;;-2;:7;:;:-=· ~P~L;:A:_N_;;F~!L;,;E;_;;;;S;;3-;;2;;7,;;"P;;;;.""' FIELD LOCATION OF SPECIMEN SAMPLE OF: CONCRETE IN .iOB OR STRUCTURE: Tl LT-UP WALL PANELS MIX NO. 52-S080G MADEBY __ E~P.W~A~N~GE~N~S.JE~f~N1.-____ _ . PROPORTIONS_ ..... 5_._4.....,.SA ..... c ...... ___________ SLUMP. ____ 4.,-....,J .. t~?' .... '_ ---------• ADMIXTURE 20 gal_. water. POZZ 344 & Davis 8084.25.SM DATE MADE ___.J~o .... -.._)3..._-.--8_3 _______ _ TVN OF CEMENT ___ I_I ---------------DATE RECEIVED .. ]""p .... -1,_4._-...,83 _______ _ CONC. SUPPLIER PRE-MIXED CONCRETE CO. SOURCE OF ROCK .-:.iPA.:.al-'-At....1.)1_• ______ _ TICKET NO. 012585 INSPECTOR SIGN . ED WAN GE NS TE IN LAIIORATORY TEST DATA ID DAVI DAVI SPECIMEN MARKINGS 44 4 DATE TESTED 10-20 AREA -SO. IN. 28.28 28.28 ULTIMATE LOAD -LBS. 71000 104000 UNIT STRESS -PSI 2510 3675 SPECIFIED STRENGTH AT 28 DAYS -PSI :::.!...!~~~::___-1-___ ---1. _____ ___JL._ ___ ..1....::=::::::::::::::::::;=;J-----· DISTRIBUTION: The Ko 11 Co. City of Carlsbad Pre-Mixed Concrete Co. ~l[CEU\f~ D NOV 171983 CITY OF CARLSBAD Buller -· Department ENGIN~~ PROFESSIONAL REGISTERED 1NSPECTIONS. •"'C __ ..,. "799e co,,voy courc. -" a,ec;,o. ca1tfornea s2111 INSPICTIONI • TIITING • INGfNHAING Tiff REPORT JOINO. 3240 JOl.-______ c_A~RL_S_B_AD __ R_E_SE~A~R_CH_C_EN_T_E_R~~~~~--,---------------·- _qoflps _ -if9olfu11~~~IVE ,;l:/6! ~ONI ___________ • ..-.Ill THE KOLL COMPANY co THE KOLL COMPANY ~ _ .. _______ ._.;.,____________ NTRACTOR ----------- • QJINT THE KOLL COMPANY . INGINE~R ___ KA_HN __ A_N_D _A_s_so_c_,_AT_E_s __ · CONWELL AND MARSHALL CITY OF CARLSBAD AIIQIITICT ILDG. AUTH. ___________ ,_ ..... CTOII PIELD SAMPLE OF: ED WANGENSTEIN Concrete MIX NO. _ s2-sosog PERMIT NO. &_3-27? PLAN FILE Sl-27J LOCATION OF SPECIMEN IN JOI Oil STRUCTURE: TILT UP PANELS MADI IV ___ E..,D ... W.,.AN __ GE_N.:.;:;S.;;;TE_I;;,;,;N_._ ____ _ rll0Pq11T10Ns __ s.,., .... 4_s_K ______________ aUM, _____ 4_" _________ _ • . . 4DMIXTURE 45 Gal water. 25 15 Lb. Davis 6~04 POZZ 34LOATI MADI _ ... 1 ... 1_-0_3_-_8_3 ______ _ "'YPI OP CEMENT ___ I_I _____________ DATI IIICEIVID .1;,-1 ... -_04_-_8_3 ______ _ ~ • .,.,LIER PRE-MIXED CONCRETE CO. IOUIICI 011 ROCK PALA 1" ......,. __________ _ 1CK1T NO. 016705 ..... _ ll&VII ff'ICIMEN MARKINGS tiATI TISTID ._~IA -IQ. IN. IL TIMATI LOAD -LIS. -.1T STRESS -PSI A'ICIFIEO STRENGTH -~ 21 DAYS -PSI ~ .. #l i.\.,llTftllUTION: The Kol I Co. City of Carlsbad Pre-Mixed Concrete Co. INIPICTOR SIGN ·ED WANGENSTEIN UIPftAJOIIY JUT DATA , 11.&Vll .Daft ....... 11111&¥11 44818 44819 44820 H 11-10 12-01 HOLD 28.28 72000 254.5 --JPQQ RECEIVED NOV l '"{1983 CITY OF CARLSBAD Build'. · Department <2Md:¥~ ENGi NF ER ----- PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court San Diego, California 92111 Phone 292-068: INSPECTORS WEEKLY REPORT fl!o. 3240 FOR WEEK ·~: ENDING ON ..... U./..Qft .......................... , 1Jt; COVERING WORK PEAP'ORMED O REINP'ORCED CONCRETE WHICH ,REQUIRED A,-PAOVAL IIV ts) PRE•STRESSED CONCRETE THe: SPECIAL INSPECTOA OP" D REINFORCED MASONRY LJ STRUCT. STEEL. ASSEMBLY D REINFORCED GYPSUM 0 PILE DRIVING LJ GLUE• LAM, P'ABRICATION 0 OTHER ..................................................... I-.J':":o=-a=-11.=-0=-=0-=11:-:1::-:.:-:.~-5:-1Q.--~-. /,;--t-,-,-_,-p-i,e.-,-f\>q,._ ___ _J_·~,2SJ~7~r,~~:-;.,~;:,~r .... -... -""-r----r-:.:--:-U-:-:l-:-L.-::D:-:l-:-N-::G:-:P:-:E:-:R::-'.M:-7'."'.I T:-:-N-:-:U-:-M:-:-::8-:E:-:R:,. --:P_L._A_N_FI_L._lt_N_U_M_B_l:_11 ____ .,~ '2200 IlU'fHER¥SB:t) ROAD, CARLSifAD-, 83-279 83-279 l--,r;~::-:::-:::-=::-=::-::-:-:~~-----------,r-:-,;:-::-:-:-:-::=:-------'---------1 A'RCHITECT "7' p CONWELL AND MARSHALL 01lSIGN STRl:NG TH ENGINEER J/4 AND 115 GRADE 60 REBAR THE KOLL COMPANY ~C:;:;O~Ni',;T:,':R~.-:D~o:f.1:'i:N;';:G~R-;IE-;;;:P-::;O:':;R:-:;T:';;E:-;:Df-::.;W:;:;0:;;R;-:;K,---.-.--------,'f RILEY PRESSER CONCRETE ~L-=A-= ..... ~-,.?:lt:"C:':E=-:1-?V:-:'I N~G'?:.~T:':E:C=•-=T~I N;;.c.=-'"'=c:':o~N;c;•::_,;T;;;,R,..,-M-A-T-..,..L-. ___ A_M_P_L_IE ____ •-ii . INIP'N. LOCATIONS 01' WORK INl,-1:CTIED, Tt:ST SAM,-Ll:S TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS. ETC, DATI INCLUOIES INl'ORMATION 11.a0uT -AMOUNTS 01' MATl:RIAL PLACIED 011 WORK PltRl'OIIMlt0I NUMalt .. , TV.Pit,• I01ENT, N0'1. 01' TltlT_IAM .. LIEI TAKl:NI STIIUCT, CONNIECTIONI (WIELDS MADE, H.T. BOLTS TOIIQU1;01 CHECKED; ETC. 11/03 Inspected forms, placement of rebar, weld plates and concrete-in eig~t tilt-up panels on Building "F". Prepared (3) compression t~st cylinders. 11/04 Inspected forms, placement of weld plates, rebar and concrete for ten tilt-up panels in Building "F". Prepared (3) compres_sion test cyl:i,nders. CERTIFICATION OF COMPLIANCE I h•eby cei,ify that I halve i111P1c:tecl ell of the above reported wo!'k. Un,_ otherwiN noted, I have found thil work to comply with the epproved plaN, ...-cificati-, and applicable actiona of the pern- lnt buildint !ML 84 REGISTEII N4MaER 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC. San Diego, California 92111 Phone 292-0660 INSPECTORS WEE KL V REPORT j FOR WEEK . A3 '.: No,3240 ENDING ON .. ,..10.£2.~.::::·.::: ................ ltY. ... I' COVERING WORK PER,.ORMED D REIN,.ORCED CONCRETE lJ STRUCT. STEEL ASSEMBLY lJ GL,.,,; • I.AM !"ABRICATION ( . WHICH RIEQUIRED APPROVAL BY O PRE•STRESSED CONCRETE THIE , .. IECIAL INSPECTOR 0,. 0 REIN,.ORCED MASONRY JOa A001UCH ~~ /'4 { 6 ''~ S'. 2200 BHTHi d1 RO.Ap, 4 CARLSB~al / WNER OR PROJIICT HAMIi . CARLSBAD RESEARCH CENTER 0 REINFORCED GYPSUM lXJ OT'"'l:R D PILE DRIVING ... weld:i;.1,,:. . ,.. . ........... . IIUI_LOING PERMIT NUMBER PLA"' ". Ii'. I\IUM81tR 83-279 83-L79 ARCHITECT CONWELL AND MARSHALL CONSTR,MAT•L. ITYPIE. G"A0E, &TC,I 0ESIGN ST,.IINGTH IOU'RCI: OR MFGR. ENGINEER KAHN AND ASSOCIATES 01:ac .. , •• MAT'L. (MU Olll•N. lll•IA• ..... o, I MP···· WII.O•IIOO. ITC,) GIENERAL CONTRACTOR THE KOLL COMPANY #8018 WELDING ROD C:ON TR. DOING RIIPORTED WORK ........ DATE 10/26 10/28 ED HAWKINS WELDING LA9. RECEIVING I TESTING C:ONSTR, MAT•L, SAMPL,EI PRI, INC • LOCATIONS Ofl' WORIC INS,.ECTIED, TIEIT IAM .. LIEI TAICEN. WORIC REJECTED. J08 PROBLEMS. PROGRESS. REMARKS, ETC, INC:LUDIIS INl"ORl!IAllON A80UT -AMOUNTS Oii° MATllfllAL PLACIED OR WORK PERfl'ORME01 NUMIIER, TYPE. I IDENT, NO'!I, OF TIIIT IAMPLIIS TAKEN1 ITRUCT, CONNl:CTIONS IW&LCa MA011;. H,T, 80LTS TORQUED) CHECKECi ETC:, Inspected welding of weld plates i~ tilt-up panels on East and South walls of Building "F". Welder doing work: CARY JOHNSON CERTIFICATION It 3987. Inspected welding of weld plates and rebar joining tilt-up panels on West wall of Building "F". GARY JOHNSON, WELDER, CERT. #3987 CERTIFICATION OF COMPLIANCE NOV 9 1983 CITY Ur 0nr, ._ . .., .~r\,_; 8.i1!:.li,Y~ Ci(~;: nni:::nt I h .. bv certify dlat I have I........., all of the allow• r-,ortad work; Un._ otherwiN notad, I have found dill wortc to oomply with the approved plana. apKiflcatione, and appliulN .adonl of the p..-n- int bulldi111 illWI. SUPERVIS 10/28/83 SD 84 DATE OF REPORT f ' l I PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 212-0880 _....,..,. ~:189e co,wov court.••"" d1ego, ca1tfor-n,a 92111 iN9PECTION9 • TESTING • ENGIN!ERING TEST REPORT JOI NO. 3240 JOI . CARLSBAD RESEARCH CENTER ------:~~~,~Z:4:>---b-,,-_,-Jl#>-,A:q-..J.-~-n~PJi--:£LT~·-,:r-r,---,,----------------- "0DREss ~200 RUTHERFORD DRIVE"' ............ ,__..-..PHONE _____________ ___ .:owNER_. ____ .T_H_E_K_O_L_L_c_o_HP_A_N_Y ________ CQNTRACTOR ___ TH_E_K_OL_L_co_M_P_A_Nv ____ _ ~LIENT _____ T_H_E __ KO_L_L_c_o_M_P_AN_Y _________ ENGINE'" ___ KA_H_N_A_N_D_A_s_s_o_c_, A_T_E_s __ , · CONWELL AND MARSHALL CITY OF CARLSBAD MRCHITECT ----------------------ILDG. AUTH. ------------· ~HSPECTOR J - flELD ~MPLE 'OF: ED WANGENSTEIN CONCRETE MIX NO. 52-5080G JtflOPORTIONS 5 . 4 SACK PERMIT NO. . 83-277 PLAN FILE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: WALL PANELS ON BLDG. 11F11 83-277 MADEBY ______ E_D ....... WA_N_G~E~NS~T.E~I_N ______ _ SLUMP__.-____ 9_-_1_/_21_1 _______ _ • . ADMIXTURE 20 gal. water, POZZ 344 (25,5# Davis 6-804bATi MADE __ 1_0_/_11_/_8_3 ______ _ 'NPE OF CEMENT ______ t_t ___________ DATE RECEIVED ~10_/_1_2/_8_3 ______ _ ~.SUPPLIER PRE-MIX CONCRETE CO. SOURCE OF ROCK _PA_L_A ..... _1• __ 1 _______ _ \ 'TICKET NO. 011966 :aa1 'l'llftD DAW. *PECIMEN MARKINGS ,. - µATE TESTED ,• ~· ~flEA -SO. IN. , - YLTIMATE LOAb -LBS. :· 1UNIT STRESS -PSI :snctFIED STRENGTH ~T 28 DA'fS -PSI ., l'<jlSTAtlUTION: The Ko 11 Co. City of Carlsb~d Pre-Mixed Concrete Co. INSPECTOR SIGN ED WANGENSTE IN LAIORATORY TEST DATA 7DAYI IIAYI -DAW H DAVI. 44524 44r;2r; 44526 10-18 11-08 ,,.l ·, 28.28. 28.28 71000 115000 . ' 2510 4065 ', 3000 PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0860 __ ..,. ?See co,·wov courc, aan d,ego, cahforn,a 9.!111 INSPECTIONS • TESTING • ENGINfERING TEST REPORT JOB NO. 3240 JOI CARLSBAD RESEARCH CENTER ADD-RE-SS----2~-~v;~c@~~~~~~~~-::-;-.c~r-;:;;;-;ON-1'_-_-_-_-_-_-_-_-_-_-_-_-_-_-~-: OWNE• THE KOLL COMPANY THE KOLL COMPANY n -----------------------CONTRACTOR ------------·· .,. CLIENT _____ T_H_E_KO_L_L_co_M_P_A_NY ___________ ENGINE'5R ___ KA_H_N_A_N_D_A_s_s_o_c_1 A_T_E_s __ A• T CONWELL AND MARSHALL CITY OF CARLSBAD nCHI ECT ILDG. AUTH. ____________ _ INSPE~OR FIELD SAMPLE OF: ED WANGENSTEIN CONCRETE PERMIT NO. 83-277 PLAN FILE 83-277 LOCATION OF SPECIMEN IN JOB OR STRUCTURE: TILT PANELS, BUILDING 11 F11 Mtx NO. ____ 5 .. z_-5..,.o""'a ... o.,,.,,G ___________ _ MADE BY ED WANGENSTEIN _________ _._....,;;.;..;.;.;__, _______ '" PROPORTtONs __ 5....._4_5w.81Mc.._K ___________ _ SLUMP 4-1/211 • P_OZZ 344 ADMIXTURE --2 5.._5 ....... 1 b .. si..,-Pw.ta;wY:..i.i ,.s _.6,r.a.81,Wp.,4 ,._, ..1J.w.P...:911A,iiai.l,1.,., ..iw!;Uiial,,jlt.li,e,1,.r _......,. -DATE MADE 10/06/83 __ :.;;;.:.~~-------- TYPE OF CEMENT ____ ...._ ____________ _ DATE RECEIVED CONC. SUPPLIER _.....,jP_.R,...E.,..-.... M .. , X._E,ac,D...,lC~O:.:.;N.ii:,Cr.,:.:RE..:T-=E-------SOURCE OF ROCK TICKET NO. 0111.45 INSPECTOR SIGN LAIORATORY TEST DATA .aaa TD'l'IID DAYI SPECIMEN MARKINGS DATE TESTED AftEA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: The Ko 11 Co. City of Carlsbad Pre-Mixed Concrete Co. 7DAYI .DAYI 44485 10-13 .. 28.28 82000 2900 10/07/83 CONROCK 111 ...... .....,. ....... ..;... _______ ,.,, ED WANGENSTEIN • DAW H DAY• "' 44486 44487 -:--i' . 11-03 . HOLD . 28.28 1 '>'lnnn .. , /, 'l C:f\ ,..,. 3000 · ~- PROFE$S1ONAL REGISTERED INSPECTIONS, INC. PHONE 292-0880 -----?89e COl'WOV COUl"t, aan d1ego, Cai1for-n1a 92111 INSPECTIONS • TESTING • ENGINiERING TEST REPORT JOB NO. 3240 JOI ______ C;.;.A .... R_Ls .... e_A .... D_R.;.;;E;.;.S.;,;EA;..;.;R.;.;;C.;.;;H_C;.;E .... N..;.TE~R~---~----------------- ~ :XJ;;.{ef-. AJ)DRESS -22Wiili~ERf~~ yi_z-~cJSt /~#ONE ----------· OWNE" THE KOLL COMPANY THE KOLL COMPANY ---------------------CONTRACTOR------------ CL.IENT _____ T_H_E_KO_L_L_CO_M_P_A_NY ___________ ENGINE~R ___ KA_H_N_A_N,,_D_A_s_s_o_c_, A_T_E_s __ _ •• CONWELL AND MARSHALL CITY OF CARLSBAD ~nCHITECT ILOG. AUTH. ___________ _ INSPECTOR ED WANGENSTE IN FIELD. SAMPLE OF: CONCRETE (3) MIX NO. 52508G PERMIT NO. 83 -277 PLAN FILE 83-277 LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Tl LT-UP PANELS, BU I LD I NG 11F11 MADEBY __ E_o_w_A_N_G_EN_S_T_E_IN ______ _ PROPORTIONS __ s._ .... 4 .... S_A_C_K _____________ SLUMP. ___ 4_-_1_/2_1 _ 1 -----------• • .. ADMIXTURE ____ 2;.i,5..,.-:-5....._l_b_s ... • _D_a.;..v ;..;;i s;.....6,..80_4;.__ _______ DATE MADE _1_0_/0_4_/_8_3 ________ _ TYPE OF CEMENT ___ ,_, ____________ DATE RECEIVED ...... 10_1_o_s1 .... s_3 _______ . CONC. SUPPLIER __ PR_E_-_M_IX_E_D_co_N_c.,..R_ET_E_co_. ______ SOURCE OF ROCK __ c_oN_R_o_c_K_1_·· ____ _ TICKET NO. 009708 D SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LIIS. UNIT STRESS -PSI •&CIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: The Ko 11 Co. DA City of Carlsbad Pre-Mixed Concrete Co. INSPECTOR SIGN ED WANGENSTEIN LAIOftATORY TEST DATA AYI AYI H AYI 444 2. HOLD 8 1000 107000 PROFESSIONAL REGlSTEREO INSPECTIONS. INC. PHONE 212-0880 __ _,. ?89!5 co"voy court:. ..,, d••oc. cahfcrnie 9:2111 INSPECTIONS • TESTING • ENGIN!EAING . nsr REPORT JOI NO. 3240 JOI CARLSBAD RESEARCH CENTER _AOD-RE-SS---~---gi_i_TN---.-~-'$2i(---· -,,i-1-i-~~--R-~/-~-~-.-E-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~-----= THE KOLL COMPANY THE KOLL COMPANY OWNEA-------------------CONTRACTOR ------------• CLIENT _____ T_H_E_KO_L_L_co_M_P_A_NY _________ ENGINEER ___ KA_H_N_A_N_D_A_ss_o_c_, A_T_E_s __ _ · CONWELL AND MARSHALL CITY OF CARLSBAD ARCHITECT _________________ ILDG. AUTH. -------------- INSPECTOR FIELD SAMPLE OF: ED .WANGENSTEIN CONCRETE PERMIT NO. 83-277 ,LAN FILE 83•277" LOCATION OF SPECIMEN IN JOB OR STRUCTURE: t I LT. UP PANELS, BLDG. 11F11 MIX N0._....:5,=,2,.;,:50;;.;:8_0.:,G ______________ MADE av .ED WANGENSTEIN. PROPORTIONS __________________ SLUMP.-· __ •_• __________ _ • . , . ADMIXTURE POZZ 344. 25.5 lb. Davis 6804 DATE MADE ___ 1_0_/1_8_,/_,83~------ TVPE OF CEMENT ___ I I ______________ DAT! RECEIVED ~J 0_/_1_9/_8..,;;;3 _______ _ CONC.SUPPLIER PRE"-MIXED CO.NCRETE CO. IOURCIOF ROCK _P_A_L_A_·1;..11 ______ _ TICKET NO. 013325. INSPECTOR SIGN ED WANGENSTEIN LAIORATORY TEST DATA .aa•TIITID DAW 7DA'II fJA'II •11'1.&ft H OAY9 SPECIMEN MARKINGS 44616 I.,.l.it; 17 44618 DATE TESTED 10-2c; 11-11:; HOLD AREA -SQ. IN. 28.28 ULTIMATE LOAD -LBS. 76000 UNIT STRESS -PSI 2685 SPECIFIED STRENGTH loco AT 28 DAYS -PSI ~ .,,, DISTRIBUTION: The Kol 1 Co. \ . , . City of Carlsbad RECEIVED Pre-Mixed Concrete Co. NOV ·1 1983 CJTY OF CARLSBAD Build: :' Department ENGINF#,LL4'· PROFESSIONAL REGIST'ERlU INSl'tt; IIUN~, 1Nt;._ '1.J,W._i wW~H.W 1 ...,t.,,.i • .i • .i,,. San Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT 240 - COVERING WORK PERFORMED D REINFORCED CONCRETE WHICH REQUIRED APPROVAL BY ~ PRE•STRESSED CONCRETE THE SPECIAL INSPECTOR OF D REINFORCED MASONRY THE KOLL COMPANY CONSTR.MAT•L. (TYPE. GRACE, t:TC.) #4,5,7, GRADE 60 RE~AR No. FOR WEEK ENDING ON .• ,0~;!..goo.r. ••• 2 ............. , 19 • .8. D STRUCT. STEEL ASSEMBL y D REINFORCED-GYPSUM D PILE DRIVING 0 GLUE• LAM. FABRICATION D OTHER ...................................................... BUILCING PERMIT NUMBER FILAN Fl LE NUMBER INSP'N. DATE LOCAT'IONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 'INCL.UOES INFORMATION ABOUT -AMOUNTS-OF MAT-ERi AL FIL AC EC OR WORK FIERFORMEC: NUMBER, TYPE, & ICENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS IWELOS MACE, H.T. SOL.TS TORQUED) CHECKEC; ETC. 10/1~ lnspe~ted forms, ~lacement of rebar and concrete for nine (9)-wall .panels for Building 11 F11 • Prepared three (3) compress~on test cylinders. CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work. Unless otherwise noted, I hive found this work to comply with the approved plans, specifications, and applicable actions of the govern• ing building laws. so 134 REG!STER NUMBER PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court San Diego, California 92111 Phone 292-0660 INSPECTORS WEE KL V REPORT 3240 COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR -OF THE KOLL COMPANY D REINFORCED CONCRETE [Xl PRE•STRESSED CONCRETE D REINFORCED MASONRY FOR WEEK ENDING oN .• Oc.t.obe.r: ... l.1:1., •.•.••••.•••• 183. .. No. [1 STRUCT. STEEL ASSEMBLY D REINFORCED GYPSUM D PILE DRIVING lJ GLUE• LAM. FABRICATION D OTHER ···················································· BUil.DiNG PERMIT NUMBER Pl.AN FII..E NUMBER 8 -2 8 -2 ARCHITECT tONWELL AND ~ARSHALL CONSTR,MAT't... (TYPE, GRADE,-E.TC.) SOURCE OR MFGR. ENGINEER TYPE II CEMENT 000 PSI KAHN AND ASSOCIATES 0&:SCRIBE MAT'L, (MIX DICSl8N, ,u-aAII 8IIADIC • Ml'GII., WltLD•IIDD, ETC,I GENERAi.. CONTRACTOR TYPE I I CEMENT, MIS DESIGN 5.4 SAC, ALL THE KOLL COMPANY CONTR, DOING REPORTED WORK REBAR GRADE 60 RILEY PRESSER CONCRETE I..AB. RECEIVING. TESTING CONSTR. MAT'I.., SAMPI..ES PROFESSIONAL REGISTERED INSPECTIONS INC. INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCI..UDES INFORMATION ABOUT --AMOUNTS OF MATERIAi.. Pl.ACED OR WORK PERFORMED: NUMBER, TYPE,• IDENT, NO'S. OF TEST SAMPI..ES TAKEN; STRU-CT, CONNIECTIONS (WELDS MADE, H.T, BOLTS TORQUED) CHECKED; ETC. 10/1 Inspected placement of rebar, weld plates and-concrete in (15) wall panels on B'u i 1 ding ·11F11 • Prepared C3) compression test cylinders. CERTIFICATION OF COMPLIANCE I hereby certify that I heve intpeeted Ill of th• above reportacfwork. Uni-· otherwiM noted, I liave found this work-to comply with the •proved plans, specifications,.and applicable -tions of the govem- in, 1)1.!P!dimJ !_aws. SUPERVISO 10/14/83 SD 84 DATE OF REPORT REG?STER NUMBER PROFESSIONAL REGISTERED INSPECTIONS. INC PHONE 292-0880 -~---?8ee cor,vov court, ••" d1ago, cahfo,-n•• 92111 INSPlCTIONI • TESTING • ENGIN~EAING TEST REPORT JOB NO. 3240 · .... CARLSBAD RESEARCH CENTER '.~'-..• --..• ~-~ ..... ~~"!"'""'!!~~1@-TH~E#_;...,..r---~---r,;.-_~-.~-Si-Z ~--------.-=--=--=--=-----~-_-_-_-_-_ -___ ,~_.::' ·}1'f~ltl _____ T_HE_K_o_LL_c_?H_P_A_NY ________ CONTRACTOR __ rH_E_Ko_L_L_c_o_M_PA_N_v __ _ \·:;i~~""" THE KOLL COMPANY ENGINE~ .. ___ KA_HN_A_ND_A_ss_o_c_, A_T_E_.s __ ~ .-.. // ~\".':' .· /iMOHJTICT CONWELL AND MARSHALL ILOG, AUTH. __ c_,_rv_o_F_c_A_RL_s_e_Ao ___ ,, ·.·/·?~ :·, .. ~ ·,1f.i.:~,i~·;;·· 7._ECT:.;.:O;R;..=;=;:;ED=WA;;N;G;EN;:;S.;:T;E ;;I N-=====•=;_;:PE::;R;:M:;.IT~N0~.;.;:;;8;:;3;:;-;:;27;:;7::.:;P;:;LA::N~F!:;IL:_E.;8;:;3~--2;:;7;:;7~_,,,. \ '-',t11u, LOCATION OF SPECIMEN ·-.~ .. -!ll·•L=E=O=F=: :;a:m-Clll)llO!i=NC=R•E•T•E ~-,111131111) ==-==========IN=;:::i:J0=.1;::0=A~. =S1111Tfl:i;:,1UC=i===T=U=R=e=: ======T=l=L T=.;_:;;;::U=P:;;r::P:::A=N=E L=S='=B=U=l=L=D l=N=G=. '='F=":;:;:::::r-.. ~•r ll&IV NO 52508G ED WANGENSTE IN -"' . MADE BY __ _.._..,,... __________ ..,, ... ~TIONS.,. __ s"'!" ...... 4 ... S_A_C.,.K ____________ ILUMP.-__ 4_,"".'_,1/_2_"..,.... ________ .. _.,. • .. Ai)MIXTURE __ 2_5....,-:-5.,__ ..,.]"""bs..,._ ._Da_v...,i_s...,:6_8-0_4 _______ DATE MADE _1_0...,/0_4""'/_83 ________ _ TVPI OF CEMENT ___ ,_, _____________ DATE RECEIVED ...... 1 o_1_o_s1_a_3 ________ , "· core. SUPPLIER __ PR_E_-_M_I x_E_o_c_o_N_CR_E_T_E _c_o_. -----IOURCE OF R()CK __ co_N_R_oc_K_l 1_ 1 ----- ncKET NO. 009708 INSPECTOR SIGN 1;:D WANGENSTEIN L@OIIATORY TAT DATA AYS IPICIMEN MARKINGS 444 2 ::.;:::;::,:;:;;:,::,;,;::..;;;::;.:.:.:.;,.;;,;;.;.::.,_--+ _____ ..... _:a,,:;&,:;u,~---i1-------+-...:...~i:.u.--.... -~~-=--,,.,, DATE TESTED HOLD . ........... .,.,........,.. ..... ___ ....... _____ -+---'"i-.1,------11-------+-....... ..,,.,--+-----=------.· ... , AflEA -SO. IN. UL T.IMATE LOAD -LBS. UNIT STRESS -PSI IPECIFIED.STRENGTH AT 28 DAYS -PSi DIITRIIUTION: The Ko 11 Co. City of Carlsbad Pre-Mixed Concrete Co. 00 PROFESSIONAL REGISTERED 1NSPECTIONS, INC PHONE 292-0860 __ ...,. 7895 convoy coul't, ••n d1ago, cahforn1a 92111 INSPECTIONS • TESTING • ENGINEERING _______ ...ai ______ ..,. ___ T_e_ST __ R ... EP_oliiaill,R"""'T ___________ .10iiilii1 .. N_o_._..,..3_2;.wo"'----~ ... 1 OWNER THE KOLL COMPANY CONTRACTOR ___ T=HE___,K=O_L_L_C_O_M_PA_N_Y ___ _ CLIENT THE KOLL COMPANY ENGINE~R ______ KA __ H_N_A __ N_D......,A_SS_O __ C_I A_T_E_S ___ , ARCH.ITECT .CONWELL AND MARSHALL ILDG. AUTH. __ C_I_T_Y_O_F_CA_R_L_S_BA_O _____ _ INSPECTOR ED WANGENSTE IN PERMIT NO .. 83-278 PLAN FILE 83-278 .-;.;;;.;;===========;..:;.:=..:~;.;;;;==.~~;:.;;==·-,,:,· FIELD LOCATION OF SPECIMEN SAMPLE OF: GROUT IN JOB OR STRUCTURE: FIRST FOUR FOOT LI FT, RESTRAIN I NG Wr·· -==================================:::;:===========··· f' MIX NO. __ 5._0......,0...,0 ... 30...._ ______________ MADE BY ___ E __ P_W_A_N_G_EN_S_T_E_I _N _____ ,_ .. ,. PROPORTIONS ____ 6 __ ._.S ........ SA_..C...,K...._ ____________ SLUMP _____________ _ • ADMIXTURE ____ P_O_ZZ......,3 ... 4..,4 ____________ DATE MADE ____ 9_-1_4_-_83 _________ _ TYPE OF CEMENT __________________ DATE RECEIVED _9""-_1_5_-8...,3 _______ _ CONC. $UPPLIER ___ P_R_E_-M_·,_x_E_D_C_O_N_C_RE_T_E_c_o_. ------SOURCE OF ROCK 3/8 PEA GRAVEL TICKET NO. __ 1_51_7_1_5 _____________ INSPECTOR SIGN ED WANGENSTEIN .;.;.;;:~~.;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;=:.a:.;;;:.:~;;.;~:::;..;;;;=;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,'V,- LABORATORY TEST DAT! .ana TUTID DAVI SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: The Koll Company Pre-Mixed Concrete Co. City of Carlsbad 7DAYI DAVI 44174 9-21 9.00 30000 3330 •DAVI DAVI H 4417S 44176 10-12 HOLD ., ~· 9.00. ... ·41500 ' }. -, A ~ .o?}'fll 4610 2000 ENmNF.~ / 4'--· PROFESSIONAL REGISTERED tNSPECT!ONS, iNC PHONE 292-0660 ----e ?89!5 · convoy cour-c, ••n d,ego, cili1forn1a 92111 INSPECTIONS • TESTING • ENGIN~ERING TEST REPORT JOB NO. 3249 -&!' '*' ,HONE _____________ _ CLIENT THE KOLL COMPANY ARCH.ITECT CONWELL AND MARSHALL INSPECTOR ED WANGENSTE IN FIELD SAMPLE OF: CONCRETE CONTRACTOR __ T~H=E~K~O=L=L_C_O_M_P~A~NY.;;_ __ _ ENGINEER __ .....;.;KA;.;;H.;.;.N.;...;..;A.;.;.N::;..D ..;.A.;.;;S.;.S.;.OC,;..l;.;;.A.;..;.T.;;.E.;.S ___ ,. BLDG. AUTH. __ C.;..I_T..,.Y_;..OF;.....;;C;.;.A.;.;.R.;.LS;..;B;.;.A;,;;.D ___ _ PERMIT NO. 83-278 PLAN FILE 83-278 LOCATION OF SPECIMEN FIRST AND SECOND-TH I RDS OF IN JOB OR STRUCTURE: FIRST POUR ON BU I LD I NG 11E11 ========::::::=:===========================·~·- MIX NO. 50-0082 MADE BY ED WANGENSTE IN PROPORTIONS 4. 6 SACK SLUMP #1 -511 ; #2-4&1/211 ADMIXTURE ___ P __ o __ z=Z_.3_4_4 ___ &_F_L_YA_S_H ___________ DATE MADE ____ 9-_1_4_-8 __ 3 _________ _ TYPE OF CEMENT __ --:..1.:..1 ______________ DATE RECEIVED ..;;;9.,..-_15_-..;.8 .... 3 ______ _ CONC.SUPPLIER PRE-MIXED CONCRETE CO. SOURCE OF ROCK _________ _ TICKET NO. #1-006751 INSPECTOR SIGN ED WANGENSTE IN i=.::~~;;;;;;;;;=;;;;;;;;;;;======~~~~=====;;;;;.~. LABORATORY TEST DATA .aa• TISTID DAVI SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: The Koll Company Pre-Mixed Concrete Co. City of Carlsbad 7DAVI DAVI 44177 q-21 28.28 64000 2260 •DAVI DAVI 44178 44179 .... o ... 10-12 HOLD '"'!Jo• 28.28 110000 ' 3890 ~__) - 3000 7895 c,,.,,.,oy Court Sa1) 01910, Californ,a 92111 PROFESSIONAL REGISl'ERED INSPECTIONS, INC. Phone 292-0eet -------...-----------------·"( FOR WEEK ·.• INSPECTORS WEEKLY REPORT 3240 No. .::~°-:Na oN_ .. _.O_c._to_b_e.,.r._ .. _ .. ]._ . .,_._ ... _ .. _ .. _ ... _._, 1_,..,..B.::J COVEAING WORI< PERFORMED [] "lllNFORCEO CONCRETE 1fHICH REQUIRED APPROVAL av 00 PRE-STRESSED CONCRETE TH.IE SPECIAL INSPECTOR o, Cl .. l!INFORCEO MASONRY L.l STRucr. STFEL ASSFMBL v 0 REINFORCED GYPSUM D PILE DRIVING i.J GLUE· LAM, FABRICATION l.] OTHER II LI • L O. N G ,., .. ~ R;; I ;-· N lJ~ M ~ E -Rr _P_L-.. -N-,,.-.-._-E_N_U_M_B_E_R ___ .... _,-lo, . -2.J.!3_ _ 83.::~27_9 __ _ ARCHITECT GRADE 60 REBAR THE KOLL COMPANY r ~-, ._,,..,. .. DATt l0/04 10/06 10/07 CONTR, DOING REPORTfD WORK . . LOCATIONS OIi' WOfU( lfitS'91tCTltO, Tl!ST SAMPLES TAKEN, WORIC REJECTED, JOII PROBLEMS, PROGRESS, REMAftl(S, ETC, INCLUOtl 1Nfl'OAMA1'10N Aao1.,'t • AMOUNTS c;,. MATIUUAL PLACIED OA WOAK PERFORll;!EDI NUMl!IER, TYPE,• •DENT, NQ's. O.F T•s-, IAMP!,-1:1 TAKIE!'f1 ITAUCi', .CO,NNIECTION~ IWIELDaMADIE, M,T,.80LTI TO_RQUEDI CHEC.KEO, ETC, Inspected placement of rebar, weld plates, and concrete in five tilt-up panels on Building "F". Prepared (3) compression test cylinders. Inspected placement of rebar, weld on Building "F". Show up .•• rained -out. CERTIFICATION OF COMPLIANCE pla.tes, and concrete in five more .· .. ~o-f~ :· tof 1e\pr?-"' tilt-up panels / f here~ certify tllat I heve in1P9Cted ell of the ebove reported work. Uni-otherwite not11d, I have found thil work to comply with the approved phins. sp11cificatio~•. end epp!ic1b!8 NCtio'11 o, t&-.e QOYllm· int building lews. --------·---J\ I\ •• \r f,.f l'f)U • ,r. PROFESSIONAL REG,$TERED INSPECTIONS. INC. PHONE '92:Q660 __ ,.... 789!5 convoy courc, een d1ego, caitforn,a 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 3240 ~ CARLSBAD RESEARCH CENTER ,.DDIIESs ~aee~M:a,-'"t:tt-1 ~NE--------- OWNER THE KQl I CQHPI\NY CONTRACTOR THE KOLL COMPANY c;LIENT · THE KOLL COMPANY ENGl°NE~R __ _.Ro11.A.1,1,Y-K8..w.Hu.;iN:.-______ ,.,,,., ARCHITECT · CONWELL AND MARSHALL '9LDG. AUTH. · CI TY OF _CARLSBAD . INSPECTOR E P WAN GE N§TE I N PERMIT NO. 83-279 PLAN FILE 83-27~ FIELD LOCATION OF SPECIMEN MID-SECTION OF FINAL POUR ON .. SAMPLE OF: SLAB ON GRADE iN JOB OR STRl,ICTURE: BU I LD I NG II F11 NIX NO. ---.;5~0.-.i.&0 .... 08 ..... 2...._ ....... _____________ • __ . MADI; BY EQ _WANGENSJF IN • ll.lfl.Jr' PROPORTIONS __ 4_. 6_S_A_CK_. ______ ...,......,... ____ SLUMP. ____ 4_._5 ________ _ • ADM1xTuRE --'-e-¥0 ... ;zz.....,.3-'4""'4_.&1,,,,,1,,f..,LY"""A,1,111s"""H _________ DATE MADE ----2-..... 1 ... 3 .... -_83.__ ______ _ TYPE OF CEMENT___......_ _______ ,--__ ...... .......,_ DATE RECEIVED ... 9'-"-:-1_4-...;;8;.,,:3:..._. _______ ,. CONC; SUPPLIER PRE-MIXED CONCRETE CO. SOURCE OF ROCK _________ _ TIC~ET NO. 006489 INSPECTOR SIGN ED WANGENSTE IN 1,.ABORATORY TEST DATA .&QI TESTED DAVI SPECl'MEN MARKINGS DATE TESTED AREA -sa. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPEClflED STR.ENGTH AT 28 DAYS -PSI DISTRIBUTION: The Ko 11 Co. Pre-Mixed Concrete Co. City of Carlsbad . 7.DAYI 44165 9-20 28.28 68000 2405 DAYS. a DAVI H DAVI 44166 44167 1 o~ 11 HO.LO OS, 28.28 ,,_ 98000 , ... ~ ·- -r 346s J~ ' ~ .- 30QQ . ~~ ENGINeC:~~ .<,··: -----'--~ .: ·, .. , ·.s~·tCT1~r.~. t .. f'nl ,r~r 'Jtj] OtH,O tNSPECTIONI • HITING • ENGINHRll'~G TEST REPORT :;;a:t -:r-JOB NO. 3240 ___ ...;C;,;.A;:.;R:.:;LS;;;.;B;;,;.A,;,;;D_,R;.;.:E;.;;S;.;E,;.;.AR;.;.;C_H....,;;.;CE ... N.,.T_E~R-------,~~~.--~--w--------··---------- tfSf/_2-fi; l:>4 cT ~~ ~ ,-'8CMII" 2200 Bp•HEatORD l<LAU~ PHONE-------------~ ..... .__T"H_E_Ko_L_L_c_o_M_P_AN_v _____________ CONTRACTOR -~TH~E;_;.K~OL~L;...;..CO~M~P~AN~Y---- • :ulNT ___ T_HE_K_o_LL_c_oM_P_A_N_v ___________ ENGINEER __ ...;R;.;;.A.;.;.Y__,,,KA.;..H_N _______ . .... TICT CONWELL AND MARSHALL -ICJOII ED WANGENSTE·IN IILO Ala'I.I Of: SLAB ON GRADE DG H CI TY OF CARLSBAD IL_ . AUT . ----------- NilMIT NO. 83-Z79 PLAN FILI 83-279 LOCATION 0, _..CtME,. IN -Oii lTIIUCTURE: CENTER SECT I ON OF SECOND POUR •• NO. __ ... s.w.o-... o,._,01,1118.,2 __________ ,..., _____ MADI IV-·-ED WANGENSTEIN IIGfOfllTIONl __ 4_6_s~A~C~K-------------IL..,.. ____ 4_-_1_/4_'_' _______ _ • GMIXTIJt,I pozz 344 6 FLVASH DATI MADI _ _,,:;.9-...,;0;.::;9~-~83:;,__ _____ _ VN 0, CINENT ------.w..-----------DATE IIICEtv,o .1,-13-~3 ______ _ ONC .... Lllfl PRE-MIXED CONCRETE CO. -IOUIICI Of IIOCK _________ _ ICICIT NO. 006055 INSPECTOR SIGN ED WAN GEN STEIN MIN MAIIKINGI IIIA -IO. IN. LTIMA Tl LOAD -LBS. lltlT ITRESS -PSI •fClflEO STRENGTH r 21 DAYS -PSI .STRIIUTION: The Ko J 1 Co. City of Carlsbad Pre-Mixed Concrete Co. ~A'9ft~IRII! IIII RAIA 44135 44136 9-16 10-07 28. 28' 55000 1,945 3000 H -44137 HOLD \ •; I • lo'.. PROFESSIONAL REGISTERED INSPECTIONS. INC PHONE 292-0660 -~---7895 convoy court, san d1ego. ca11forn1a 92111 .INSPECTIONS • TES.TING • ENGIN!:ER1NG TEST REPORT JOB NO. 3240 .108 _____ r ..... H ... E .... ~KOw.aluiL'--"-CQ~M.11.P;.i;.811.1N.i..Y ...,,...-Mc~ABwL...,Sl,,i,jB:g.Aw.P-'B.w.f.S,...EAQIB~G .... Hi-.M,JcE1o,1,Nllo,II.-f~B-------------------- ~~Uo/ffiE;f rie &iC .V~I ~ONE ________ _ ~DRESS ~NEft _ _..TH_.E......;.K~O_LL;;...;C~O_MP~A~N_Y ________ ,,__ __ CONTRACTOR __ T_H_E_K_O_L_L_C_O_M_P_AN_Y ___ _ ,· . G~JENT __ T_H..,.E_K_O ... I.._L.,.C __ O_M_P_AN_Y ____________ .....,... ENGINE!:R ___ R_A_Y_KA_H_N ______ _ ' \'.i' ~QHlTECT CONWELL AND MARSHALL ~ECTOR. :flELD SAMPLE OF: CONCRETE SLAB ON GRAPE BLDG. AUTH. __ C_I_T_Y_O_F_CA_R_L_S_BA_D ___ _ PERMIT NO. 83-279 PLAN FILE 83-279 LOCATION OF SPECIMEN IN JOB OR STRUCTURE: Ml p SECTION Qf I ST POYB ON BU I LD I NG F MIX NO. __ ._s_o-_o_o_a_2 ______________ MADE BY __ E_D_W_A_N_G_EN_S_T_E_I _N ______ _ PROPORTIONS __ 4_. 6_S_AC_K __________ __,_ __ SLUMP ___ 4_-_l /_2_1_1 _________ _ • ADMIXTURE . POZZ 344 and FLYASH DATE MADE _9_-0_8_-_8_3 ________ _ TYPE OF CEMENT _ __,,_1_1 _____________ DATE RECEIVED --:-9_-_0_9_-8_3 _______ _ CONC. SUPPLIER __ P_R_E-_M_I_X_ED_c..,.o_N_CR_E_T_E_co_. ______ SOURCE OF ROCK----------- TICKET NO •. ___ o_o5_7_7_4 __________ _ INSPECTOR SIGN -----..,.------ LABORATORY TEST DATA AGE TESTED DAVI• SPECIMEN MARKINGS DATE TESTED AREA _; SO. IN. ULTIMATE LOAD -L~S. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAY$ PSI DISTRIBUTION: The Ko 11 Co. Pre-Mixed Concrete Co. City of Carlsbad 7DAVI 44081 9-15 · .. 28-.28 60000 2120 DAVI 28 DAYS H DAYS 44082 44083 : 10-0-6 iiOLD z8.28 86000 -AA ' -r,"I 3040 3000. PROFESSIONAL REGISTERED INSPECTIONS, INC: 7895 Convoy Court San Diego, California 92111 Phone 292-0660 FOR WEEK INSPECTORS WEEKLY REPORT No. 3240 ENOING ON .••••.••• 1J,/.,25 .................... , lfil. COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR 01"" D REINFORCED CONCRETE o. PRE•STRESSED CONCRETE D REINFORCEO MASONRY LJ STRUCT. STEEi. ASSEMBL y D REINFORCED GYPSUM [_j GLUE• I.AM. FABRICATION [JoTHER D PILE DRIVING .. -WELDING .............................. . BUIL.DING PERMIT NUMBER PL.AN FIL.E NUMBER ARCHITECT THE KOLL COMPANY CONS-TR.MAT'L., ITYPE, GRADE, ~TC.) DESIGN STRENGTH SOURCE OR MFGR. BQJB WLEPJNG BQP THE KOLL COMPANY CONTR. DOING REPORTED WORK INSP'N. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. DATE INCL.UDES INFORt,IATION A80UT-AMOUNTS 01" MATERIAL. PLACED OR WORK PERFORMED! NUMBER, TYPE,• 1DENT, NO,'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H.T. 80LTS TORQUED) CHECKED; ETC. 11/22 · Inspected welding of weld plates joining tilt-up· .paµ.els on West end of North walls of Bldg. "F". WELDER: CARRY JOHNSON CERTIFICATION# 3987 11/23 Inspected welding. of weld. plates and angle iron to continuous rebar joining · tilt up panels on West walls. Welder same as above. • CERTIFICATION OF COMPLIANCE IN. I hereby certify that I have illlfMCtlld all of the above reported -"'· Uni-otherwil4i noted, I have found this wane to comply with the approved plans, specifications, and applicable NCtions. of th• govern- ing building laws. SUPER 12/02/83 DATE OF REPORT INSPECT R ~ SD 84 . REG!STEI> NUMBEZ ,,..---~ P~CFESSIONAL REG:STERED 1NSPECTIONS. INC. __ ..,. 78~ convoy Cout'C. -" d1eQ0, caltfarnta 92111 INSPECTIONS • TESTING • ENGINEERING ·{~ PHONE m.oeao .TEST REPORT J08 NO. 3240 J09 _______ ...;C~A~R~LS;"'.B::::"A_D":"'R-::E~S-=:-EA~R~C:--:H":"'C_E_N_TE_R_. ____________________ _ 'E>"l 2-tp l-:,A.t-{) ii::>AG-i -ADDRESS ---=~~tf)~O~R~i~ll;!!li:;ER~F~O:R~D_.2D~R~l!V:.E ______ PHONE _____________ _ ·OWNER _____ T_HE_K_O_LL_C_OH_P_A_N_Y ________ CONTRACTOR __ TH_E_K_OL_L_c_oM_P_A_N_v __ _ . CLIENT ______ r_H_E __ KO_L_L ___ co_H_P_A_Nv _________ ENGINEER ____ KA_H_N_A_N_D_A_ss_o_c_l_AT_E_s __ CONWELL AND MARSHALL CITY OF CARLSBAD ARCHITECT-----------------· ILDG. A'1TH. -------------- INSPECTOR FIELD SAMPLE OF: ED WANGENSTE t·N CONCRETE PERMIT No. ·a3-219 PLAN F1t.:e 83-279 LOCATION OF SPECIMEN IN JOB OR STRUCTURE: TILT UP PANELS BLDG. "F" MIX NO. _____ s_2_-_s_o8_o_G _____________ MADE BY __ E_D_· _wAN_G_EN_s_T_E_IN _____ _ t1'ROPqRTIONS ____ 5_._4_sK _______________ SLUMP •. -----4_-1_/_2_" ________ _ • .. ADMIXTURE 15 gal. water, POZZ 344, 25.511 Davis 5804 DATE MADE __ 11_/_0_4_/8_3 _______ _ :TYPE OF CEMENT __ r_r _________________ DATE RECEIVED --T'll_/_o_7_/8_3 ______ ___ ·a>NC. SUPPLIER . PRE,-MIXED CONCRETE co. SOURt.:E OF ROCK _P_. AL_A_l_" ______ _ . ,-::-:tCKET NO. 016860 .MIi TIITID. DAYI SPECIMEN MARKINGS OATE TESTED AflEA -SQ. IN. -\JLTIMATE LO~D -LBS. ~IT STRESS -PSI 5PECIFIED STRENGTH i..f 28 DAYS -PSI CilSTAIBUTION. The Ko 11 Co. City of Carlsbad Pre-Mixed Concrete Co. INSPECTOR SIGN ED WANGENSTEIN LA80RATORY TEST DATA 7 DAYI DAYI -111.&fl OAYI 44835. 44836 44837 11-11 12-02 HOLD 28.28 28.28 69000 96000 -PM 2440 3395 -.... ~ooo ~~a~ -= l'! £1il .,q .. <i~ CEiVE_D ~: \"l,; rr ore::; 1983 . CITY _O_F CARLSBAD Build . Department I I ,. PHONE 212-0880 TEST REPORT JOI NO. 3240 CARLSBAD RESEARCH CENTER .J09 _____ .;;.;.;.;.;;;.;.;;..;..;;;;....;.;.;~.;.;.;..;;.;.;....;,.;.;... _____________________ _ '-OORESS ___ ..;2;..2..;.o_o_R_U_T_HE_R_F_O_R.;..D_D __ R_I_VE _______ PHONE-------------- OWNEA _____ T_HE_·_K_O_L_L_c_o_M_PA_N_Y ________ coNTRACTOA __ TH_E_K_OL_L_c_oH_P_A_N_v ___ _ -~LIENT _____ T_H_E_KO_L_L_co_M_P_A_NY _________ .ENGINEEA ___ KA_H_N_A_N_D_A_ss_o_c_,_AT_E_s __ _ CONWELL AND MARSHALL CITY OF CARLSBAD ARCHITECT---------------------ILDG. AUTH. ------------ · ~SPECTOR •\ F~~\E> SAMlt~J' OF: ED WANGENSTE i"N Concrete MIX NO. 52-5080G PERMIT NO. 93-2791 'LAN FILE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: TILT UP PANELS MADE BY ___ E_D ___ WAN ...... G_E_N.;;.ST;;.;;E_I_N _____ _ ·!'AOPqRTIONS ____ s"-= • .;;:4~SK~------------SLUMP, ____ 4.:..'-' ___________ _ • ~MiXTURE 45 Gal water._ 25.5 Lb. Davis 6804 POZZ 34L()ATE MADE __ 1_·1 ... -... 0..,3-.... 8_3 _______ _ '"YPE OF C~MENT ___ 1_1~; ______________ DATE RicEtVEO _.1 ... 1;..-... 04_-_8;.;;3 _______ _ -~. SUPPLIER .PRE;_MIXED )CONCRETE CO. _ SOURCI OF ROCK _P_AL_A ___ l_" _______ _ 1CKET NO. 016705 iaTDTaD lDAft. .JiPE CIMEN MARKINGS r I r ;, . .,.. ·_ATE TESTED ,· ' .. .. ,!IIEA ... SQ. IN. 11. TfMATE LOAD -LBS. J!IIIT S'tness· -PSI ECIFIED STRENGTH . 28 DAYS -PSI " i,1STFUBUTION: The Ko11 Co. . ·· City of Carlsbad Pre-.M·i xed Conc.rete Co. INSPECTOR SIGN ·ED WANGENSTEIN" LABORATORY TEST DATA 70AYI DAYI 44818 11-10 28.28 72000 2545 -..... .,. DAft 44819 44820 12-01 HOLD 28.28 88000 ~A~ ~ 3110 JQQQ ~wr:fu ~ ~ a~J1r:= -)\ ,-. ;'.::_ \1• :;; ff \ ~ ~ .... .,,,...... Df:C -~; 1983 CITY _qF CARLSBA _ Butta · Departm_ent KHAN ASSOCIA iES 17581 Irvine Blvd. Suite #211 . TUSTIN, CALIFORNIA 92680 Phone 731-7211 M@[l[J(J,® ' LETTER R.E CE:~ VE 0 DEC 21 1983 To Con we-\\'> rn~f'PV}.Ov \ \ CONWELL-MARSHALL Nm ,,,sscc1.~TF.s Date } ·z,,,/ '2o j S 5 · Subject Ca Y-\<S. bM (2..-e-S eo.,Gr,,., Cel\f,e ( \( , f-\ . ce, () -3 \ S i o \;JI-\ D TY\ IT 'fY) Pi'{ Co N W'2..¼J : 1h~ ~4 .><) ot, d' St0vb &owe.\5 Show" ; n &~to-.~\ 1/57-. o.n&. . ,~'\ ("l0C,Q.,~ O'r\ lh ~ --tO\;~: ~ . f. \lVi\~ ma,:j . b~ Oft'\i1\d ,~ ~~ skp Yt,\"'-tD-C-(..\Y'\:) o{ it.3 e l~t0/0 f:ACt\ WAY . . \ s ~.t:· f\ Li-. e &., \1 l\ i O !1' t., r Ql,\'( -st, i' ? -01 '() A ) Qf 9 ta VJ I~ '-110~ ~t po.n£,\ 4ow·Z\5. . ----~-:.~ ~ ~; ; -~ f' --,..... •:i 0 198 ~ --.J~>,.J ~ 0 Please reply 0 No reply necessary SIGNED FORM 186-2 Ava11.ic1e from ~fjlnc, Groton, Mass. 01450 ~ ., PHDttSSIUNAL REGISlE.HED INSPECllONS, lNC. 7895 Convoy Court San Diego, California 92111 Phone 292-0660 INSPECTORS WEE KL y· REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF JO 9 A·OO RESS [) REINFORCED CONCRETE D PRE-STRESSED CONCRETE p REINFORCED MASONRY No. 3240 I ~~~l~~EtN ...... }.?./..~.~-·····················, 19.~} (_] STRUCT. STEEL ASSEMBLY lJ GLUE• LAM, FABRICATION 0 REINFORCED GYPSUM [Kl OTHER O PILE_ DRIVING .w.ELD.IN.G ................................ . BUIL.O,ING PERMIT NUMBER! PL.AN FIL.E NUMBER ·2?'00 lUl1'liiEEOBD BOAD, CA.RI.S13AD /{ll7fn7,f1t!:,,._,~,'IJl!==AJ;u::1179 I 83-179 OWNER OR PROJECT NAME ARCHITECT THE KOLL COMPANY . CONWELL AND MARSF.ALL CONSl'R.MAT'L.. ITYPE, GRACE, ETC.I DESIGN STRENGTH ISO. URCE OR MFGR. ENGINEER KAHN AND ASSOCIATES GENERAL. CONTRACTOR /t7018 -WELDING ROD THE KOLL COMPANY INSP'N. DATE 12/21 CONTR. DOING REPORTED WORK SAFFCO WELDING L.AB. RECEIVING • TESTING CONSTR. MAT'L.. SAMPLES LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCL.UOES INFORMATION ABOUT-AMOUNTS OF"MATERIAL. PLACED OR WORK PERFORMED; NUMBER, TYPE,• IOENT, NO"S, OF TEST SAMPL.ES TAKEN; STRUCT. CONNECTlc;>NS (WEL;.OS MACE, H,T. BOL.TS TORQUEOI CHECKED; ETC. Inspected welding of 4-x 4 angle iron braces from weld plates in wall to roof beams on both West and North ends of Bldg. F. WELDER: JOHN SHALOCKY CERTIFICATION NO. SD 14-2475 CERTIFICATION OF· COMPLIANCE· r - ' L. ,· I hereby certify that I have inspec:ted all of -th• above reported·woric. Uni-. otharwiM noted, I have· found this work to comply-with· the· approved plans, specifications, and applicable, NCtio111 of the· govern·· 1n9 building laws.. SUPERVISO~ SIGNATURE OF REGlrRE_O INSPECTOR 12/23/83 SD 84 DATE OF REPORT REG!STEI' NUMBER · ... -: .. •.· .. -.... '• PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court San Diego, California 92111 Phone 292°0660 · . INSPECTORS WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF· JOa ADDRESS 22 RUTHERFORD ROAD OWN£R OR PROJECT NAME 0 REINFORCED CONCRETE .o PRE•STRESSED CONCRETE 0 REINFORCED MASONRY THE KOLL co.~CARLSBAD RESEARCH CENTER No. 3240 FOR WEEK [ ENDING ON •••••••••• J.nxu.-i.$..+:Y. • .1-'2., .... , 19.§.~ L] STRUC.T. STEEL ASSEMBL y 0 REINFORCED GYPSUM lJ GLUE• L.AM. FABRICATION Q_q OTHER ROOF.ING./WAT.ERJ?RO.QF.ING 0 PILE DRIVING 8Ull.OING PERMIT NUMS·ER Pl.AN FILE NUM8£R 83-179 ARCHITECT CONWELL AND MARSHALL CONS TR. M·AT'l., ITYPE, GRACIE, CTC,I DESIGN STRENG TH SOURCE OR MFGR. ENGINEER OHNS MANS-KAHN AND ASSOCIATES DESCRIBE MAT'L.. (Mlll Dl:alaM, IIC•AAII GIIADC • Ml'GII ••. Wl:LD•IIOD, l:TC,I GENERA~CONTRACTOR JOHNS :tMNSVILLE FOUR PLY FIBERGLASS F~LT BUILT UP ROOF THE KOLL COMP.ANY CON TR. DOING REPOR-TED WORK HESS ROOFING INSP"N. PATE 1/0.9 1/10 1/11 1/12 1/12 LAS. RECEIVING a TESTING CONSTR, MAT'L., SAMPLES ISTERED INSPECTIONS IN LOC.t.TIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK RE:JECTEo·, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INFORMATION ABOUT -AMOUNTS OF MATERIAL. Pl.ACED OR WORK PERFORMED: NUMBER, TYPE, a 10ENT, NO'S. OF TEST SAMPLE'S TAKEN; ST'RUCT, CONNECTIONS !WELDS MADE, H, T. SOL TS TORQUED) CHECKED; ETC, Inspected placement of cap on East side 0£ Bldg.Fas per Johns Mansville specs 1f4GNC. Inspect·ed placement of base sheet on West side of B·ldg. F as per Johns Mansville specs 1f4GNC .. Inspected placement.of base ,$.nd two plys on second half of West side of Bldg. F as per Johns Mansville specs #4GNC. Inspected placement of cap on second half of West side of Bldg. F and three plys on center of Bldg. as per Johns Mansville specs #4GNC. Inspected. placement of waterproofing sealer on lower section of walls on Bldg. F. CERTIFICATION OF COMPLIANCE. I hilr•bV· certify dt•J-I have inapecnd aH of th• above reported wonc .. Uni-. otherwise noted, I have found dtis wortc to -comply with' the· approved pla,., specifications; and applicable NCtions of the govern-- int building laws. PROF ESS:lONAL REG·ISTERED .INSPECTIONS·, INC . . . . 7895 Convoy Court San Di1190. California 921-11 Phone 292:0660 )' INSPECTORS WEEKLY REPORT COVE;·RING WORK PERtrORMED WHICH REQUIRED APPROVAL av THE SPECIAL INSPECTOR Otr .ioe ADDREs·s 0 REINtrORCEI,) CONCR~TE 0 PRE•STRES~ED CONCRETE • 0 REINFORCED MASONR-Y . . . -86~~ERFORD. ROID CAP..LSB.t\.D OWN· OR PR0.1£-C:T NAMlt THE KOLL CO. -CARLSBAD RESEARC No. 3240 Ll STRUCT. STEEL ASSEMBL y 0 REI_NFORCED GYPSUM tl PILE 'DRIVING LJ GLUE• L.AM. FABRICATION (]l OTHER Raofing .. .and ... U~il.iP.-& ..... . BUii.DiNG P&:RMiT NUM&ltR Pl.AN Flt.£ NUM&E:R 83-179 HALL -.C:ONSTR. MAT"L.. l·TYPE:0 GRADIC• f:TC.) DESIGN ST!UtNG TH SOUR.CE OR• MFGR. . OHNs· MANS- JOHNS M,\NSVILLE FOUR PLY FIBERGLASS FELT BUILT-UP 1-:-,T~HE:-:-::-K-,,O=L=L=C-=O""".~=~=--------' _C:ONTR, 001NG RltPOR-TEC WORK INSP'N. DATE 1/04 HESS ROOFING . -L.AB. RECEIVING • -TESTING CONSTR, MA:T'L., SAMPLES PROFESSIONAL REGISTERED INSPECTIONS, INC. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKl!:N, WORK REJEC.TEO,.JOB PROBLEMS, PROGRESS, REMARKS. ETC. INC:L.UDltS INl"ORMATION ABOUT ,.."AMOUNTS 01" .MATIUliAI. PLACED OR WORK PCRl"ORMEOI NUMltltR .. TYPlt, • IOENT, NO'S, OF TESTSAMPl..&S TAICltN; STRUC:T. C:ONN&CTIONS IWEI.OSMAOE, H,T, SOI.TS TORQUED) C:HECXEO; ETC:, Inspected roof nailing for-diaphragm roof on Bldg.Fas per.nailing schedules 2,3,4,5 on -plans. Inspected placement of base glass felt on Northeast end of roof on Bldg.Fas per Johns Mani;ville i;pecs f/4GNC. CERTIFICATION· OF COMPLIANCE I herebof c:enify dlat I have i,...c:tlld .. , of di• •bow• re_portld -... Uni.. otnerwiM noted, I ~ fOllnd dlis woltc to cornpty widl-dle l!PtN'offd plans, aciecificationa, and appl~ IK1ion1 -of -die gawam- int buildint laws. J/06{64 .. CATE 01' RE.POAT · :PROFtSSIONAL REGISTERED ·INSPECTIONS, INC. 7895 Convoy Court , San Oiego, C::•liforniil 92111 Phone 29i~~~9 ., INSPECTORS WE~KL Y REPORT COVERING WORK PERl'ORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR Otr· JOa A00RltSS 0 REINFORCED CONCR£TE 0 PRE•STRESSEO C::O~CAETE 0 REINFORCED MASONRY . 2200 RUTHERFORD ROAD, CARLSBAD, CA!' OWNER OR PROJECT, NAME THE KOLL COMPANY . FOR WEEK . , . . . . ENOING ON •••••• .January_. ... .5..1~ ••••.• ,.19~.~ . ll STRUCT. STE.EL. ASSEMBL. Y O' REIHl'O~CED GYPSUM 0 PILE DRIVING LJ GLUE• L.AM. FABFIIC:ATION gg{oTHER . ... ASJ?llAL'l: .. FAV.UtG ..•... : ..• _ BUll.01NG P£R~IT NUMBER PLAN l'ILE NUMBER 83-J.:}.3-83-180 83-179-180 CONWELL AND MARSHALL C0NSTR. MAT•i.,. ITYPE. GRADE, STC:.J Cli:SIGN .STRENG TH SOURCE OR M,.GR. £NGIN1t£·R KAlm· MID ASSOCIATI!:S THE KOLL COMPANY ASPHALT <PAVEMENT Cl:IN TR. COING REPO,.TEC WORK 1/2 FINE SIM J. HARRIS INSP"N. DATE. 1/13 . i.Aa. RECEIYIN.G • T.ESTING CONSTR. MAT"i.,. SAMPLES PROFESSIONAL REGISTERED IUSPECTIONS; INC LOCATIONS OF WORK INSPEC:Tt;D, TEST SAMPLES T.AKEN, WORK REJECTED. JOB PROBLEMS, PROGRESS, REMARKS, ETC. IN Ci.UC ES INfrO,.MATIO .. ABOUT-.AMOUNTS O .. ·MATE,.iAI. PLACED 0~ WO"K PERl'ORMED; NUMBE .. , TYPE,• tDENT.NO'S. 0 .. TIES·T SAMPLES TAKEN; STRUC:T. C:ONNi:C:TIONS IWltLOS M·ADE. H,T. 801.. T·S TORQUED, C:HEC:l<IEO; ETC:. Inspected placement of asphalt pavement for drives and car pa.rking ~rea.s, entire area of Bldg. G and East and·North sides of Bldg. F. 4" thick over 11" of base in drives and truck areas and 3" over 7" of base in auto parking area as per specs. Brought sample to lab for testing of asphalt content. ,':'\N 1 7 1984 ·r1 ·~= 1-u--! 1 r-n . !~-. ~ .. \·:.~~-.... -..... ~ .. CERTIFICATION OF COMPLIANCE I henoy certify mat I .ha" inapected all of me •*'°" ,.~ wonc. Unl!IIS othefwiile. noted, I h-found tl'til woric to compty widl Iha approNd 114.,., .-cificatiw. and ...,icaole -1iw of die fOWWft-int buildint 1--. SUPERVIS· .PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court San Oi9, California 92111 Phon• 292•0660 ~, ., .INSPECTORS WEEKLY REPORT No. 3240 FOR WEEK ; ENOING ON .......... J.a.xu.i.a.u ... 12., ... ~. 19;~:~ COV,ERING WORK Pe:tU•ORMED WHICH REQUIREO APPROVAL BY THE SPECIAL INSPECTOR OF 0 R~INl"ORCED CON.CRETE D ,PRE•STRESSEO CONCRETE 0 REINFORCED .MASONRY I...] STRUCT .• STEEL ASSEMBLY 0 REINFORCED GYPSl.!M 0 PILE ORI.VI_NG LJ GLUE• LAM. FABRl'CATION {2g OTHER · n.ooF.IN.G./.WAT.EPJ?.RO.QF.ING au11.01N·C. PERMl,T "IUM8ER PLAN .. II.£ NUM&E'R 2200· RUTHERFORD ROAD ARC:HITEC:T THE KOLL co.~cARLSBAD RESEARCH CENTER CONWEL AND MARSHALL ',C:ONS,TR. MAT·L. ITYPlt. GRAOIE. t:Tc.J DESIGN STRltNC.·TH .IOUR'C:&: .o~ MFGR; ENC.INEER · OHNS MAllS-. KAHN AND ASSOCIATES . Dlt.lC:RI 81C MA T'L• , .... oca, ••• ,.,, •••• •••tic .... ~ •••• W&~o-1100. t:Tt:.1. GENERAL.C:ONTR~C:TOR JOHNS MANSVILLE FOUR PLY FIBERGLASS· FELT BUILT UP ROOF HESS ROOFING INSP'N. DATE 1/09 -1110 1/11 1/12 1/12 I.AB. RECEIVING • TESTING C:O ... STR. MAT"L.. SAMPLES INSPECTIONS ING LOCATIONS OF WORK INSPECTl;D, TEST SAMPLES TAKEN, WORK REJECTED. J,011 PROBLEMS. PROGRESS. REMARKS. ETC. INC:1..U_o,:s INfl'Ol'IMA-TION ABOUT -AMOUNTS OP' MATEIIUAI.. PLAC:IC0 q11 WORK PttRP'ORMED: NUM8El't, TYPE.• 10&:NT. NO'S. Ofl' TEST S·AMPLltl TAKIEN; STftUCT. C:ONNltCTIONS (WIELDS MACIE. H.T. BOLTS TORQUE01 CHEC:KED: ETC:. Inspected placement of cap on East side_of Bldg.Fas per Johns Mansville specs /14GNC. Inspected placement of base sheet on West side of B·ldg. F as per Johns Mansville specs /14GNC. Inspected placement.of base and two plys on second. half of·West side of Bldg. F as per Johns Mansville specs. 114.GNC. · Inspected placement of cap on secon!i half. of West side of Bldg-~ F and three plys on center of Bldg. as per Johns Mansville sp~cs /l4GNC. Inspected placement of waterproofing sealer on lower section of walls on Bldg. F • . ,CERTIFICATION OF COMPLIANCE I h••.:V crertify mat I ha.-i....-cted ali of Ute above ret,arllld-*. Unt-. otnerwi• noted, I ti.we found mis wonc • comply widt a.· 8"fOwed $MW, JIMCificatiW. and Wlicabfe ac1iw of~ eow- j .. buj&dine ·laws. SUPERVIS ..... ,.EG!S'!"E~ NUM!l·EA Ph"ft ., ~.... .: ., ., ·.si·tC:T•~r.~. t. f'tH ,r,.f ]4] ()61,() •· ~ "l·t, ~, ,.:J)IL ,.,,·t. ••··,o•Qo. c•·•'O""•• ~~·111 ---~ 11\!SPECTIONI • HITING • ENGIN~ERtNG TEST REPORT JOB NO. 3240 ___ ....;C:.:.A.:.:.:R:=.L~SB~A.D_R;.;.;E;.;;S .. E""'!AR .... C-i-H~CE_N_T_.E_R,._ ______________ _ ~157 ~~ e--f. _,.Ill __:~22~0~P=JW:r~~M~i!Ri~O~R~~~RO~A~D~ ___ .:__ _____ PHONE-----~---....... ---- .1 •• ..... __ T_H_E ___ KO_L __ L_c_oM_P_A~N_Y~------------C:ONTRACTOR -~T~HE;;;...;.K~O~L~L~C~O~M~PA~~~y--~-· • ~IINY ___ TH_E_K_OL_L_C_OM~P_A_N_Y ·--"'"'!'"'---------.--fNGINEEft __ ...,;R.;.;.A.;..Y___,KA.;;.,H;;.;N ___ ....;,.....;..;. __ acNITICT CONWELL AND MARSHALL __,.CNI ED WANGENSTEIN ••&.0 ....... 0,: SLAB ON GRADE ILDG. AUTtf. __£_I TY OF CARLSBAD : . . · . ' PElla.tlT NO. 83-279 ,LAN flLI. 8~-279 .-.c,c:ATION 0, .. CIMEN IN »I OIi ITIIUCTURI: :' '' CENTER SECTION OF SECOND-~OUR .. UC NO. --...i5.w.C .... -P.wP~8""2------~---------MAD1 IV-·--ED WANGENSTEIN f . I ••UM• 4-1 / 4" -r.-----~;...;..-------~- OMIXTURI _ __..e .... a .... z.,_z_3._9_4...,.&...,f ... LY,MA~~""H,...._ ---------DATE 'IADI ~_..,.9_-_,;09;;..-_8..;;.3 ______ ___ fN (Mr CINENT _______ -w.----------DATE IIICEIVEO -4-13_-_83 __________ _ >NC . .,,.L,111 _.._e,1,11BE ... -.. 11~1~xll!,jEQ~· c:.x.o.:.i.Nc:;:,:R..::;E...:.r-=-E....;c:.::o;...:.. _______ 10U11ce o, ROCK --------...---· CICIT NO. O06Q55 INS,ECTOII SIGN ED WAN GEN STEIN ... .. a&WII •etMIM MARKINGS -· \ff ,1nio IIA -IQ. IN. .TIMATI LOAD -LIS. IIT ITRESS -PSI ECtflEO STRENGTH I 21 OAYS -PSI l tTIU8UTION The Ko 11 Co. City of Carlsbad Pre-Mixed Concrete Co. 1-,AIO!ATOftX lit! RA 'A i.,, _' , ....... aava " ----... .,. H '• ·. ~. . ·: . ~ ~-;·· .-' ., : ,. ' 441_35 44136.-44,1,3.7'·' " 9-16 ,i' 10-07 HOLD, -, ·' : .. '' 2a .2a· .. , " 55000 :i. ·-'" .. c, : 1945 ·. . ' 3000 A _/jJ 41 i1! / ,, I~ ·tt\'1 {/ , ,,,,,,,;{4d/~- ~ .. . ' PROFESSIONAL REGISTERED INSPECTIONS. INC PHONE 292-0660 _.. _ _,. 7B95 convoy court:, sar-a,ego. ca11forn,a 92111 INSPECTIONS • TESTING • ENGINSERING TEST REPORT JOB NO. 3240 JOB THE KOLL COMPANY CARLSBAD RESEARCH CENTER ADDRESS . 2.~'Jf Zm~~oAW-~ PHONE ______________ _ OWNER_..-TH_E_K_O_LL_C_O_MP_A_.N_Y ___________ CONTRACTOR ____ T~H_E_K~O~L=L_C~O_M_PA~N_Y ___ _ CLIENT __ T_H_E_K_0_L __ L_C_O_M_P_AN_Y ___________ ENGINE!=R ___ R_A_Y_,KA_H_N ______ _ ARCHITECT CONWELL AND MARSHALL BLDG. AUTH. __ C_I_T_Y_O_F_C_A_RL_S_B_A_D-__ _ INSPECTOR PERMIT NO. 83-279 PLAN FILE 83-279 FIELD CONCRETE SLAB SAMPLE OF: ON GRADE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: MID SECT! ON OF ] ST POUR ON BU I LD I NG F MIX NO. 50-0082 _____________________ MADEBY_,_E_D_W_A_N_G_EN_S_T_E_IN ______ _ PROPORTIONS 4.6 SACK ___________________ SLUMP. ___ 4_-_1/_2.,..'_' ---------- ADMIXTURE POZZ 344 and FLYASH ---------------------DATE MADE _9_-0_8,...-..,.8_3 _________ _ TYPE OF CEMENT ___ I_! __ . ____________ DATE RECEIVED ~9_-_0...,9-_B_3 __ __,_...,.... ___ _ CONC. SUPPLIER __ P_R_E-_M_I_X_Eo_c_o_N_CR_E_T_E_c_o_. ______ , SOURCE OF ROCK ----------- TICKET NO. ___ 0_0_5..,.77_4 ________________ INSPECTOR SIGN ----------- AGE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SO. IN. ULTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28.0AYS PSI DISTRIBUTION: The Kol 1 Co. Pre-Mixed Concrete Co. City of Carlsbad LABORATORY TEST DATA 7DAYS DAYS 44081 9-15 · 28.28 60000 2120 28 DAYS H DAYS ·44082 44083 1 o-o-HOLD )0.00. .. .,·· . . / ..... .· ~·· -----~-.. ·' Er-,iciNEER . ~ . :; ·. .'· . ·. C.:~;. PROFESSIONAL REGISTERED 1NSPECTIONS. l~C '18~ cor,voy courc. ••" cs,ago. ca1,,or-n.e P.!·111 _....,...,. INSPECTIONS • TESTING • ENGIN~ERtNG TEST R!PORT PHONE 212-0880 LSV l 7 1983 • ;--~J~ ·~:~ t-i~ ;:~: t. t. ~~~ () ~ J09 NO. 3240 JOI CARLSBAD RESEARCH CENTER --------~~~'"'· ~--· ..;;..;.;..~_.;.__ _______________ _ ADOftESI ____ 2?0:-,! __ ,;..,R_U_TH_E_R_F_OR_D ____ P_R_IV_E _________ PHONE-------------- OWNlft _____ T_HE_K_o_LL_c_oM_P_A-~_v _________ coNTRACTOR __ TH_E_KO_L_L_co_H_P_AN_v ___ _ . CLIENT THE KOLL COMPANY ENGINE'" ___ KA ___ H_N_A_N_D_A_s_s_o_c _, A_T_E_s __ CONWELL AND MARSHALL CITY OF CARLSBAD. ARCHITECT--------------------ILDG. AUTH. --~--------- INSPECTOR FIELD SAMPLE OF: ED WANGENSTEIN CONCRETE PERMIT NO. S]-279 PLAN FILE LOCATION OF SPECIMEN IN JOI OR STRUCTURE: Tl LT UP PANELS, BLDG. 11F11 83-277 r,11X N0. __ '5_2 .. 50_8_0_G. ______________ MAOE IV ED WANGENSTEIN "'°'°ftTIQNS __________________ SLUMP __ .. •_• ___________ _ • .. . ADMIXTURE . POZZ 344, 25. 5 1 b. Davis 6804 DATI MADE _____ t_0/_1..,.8 ... /8,..3 ...... _____ _ TYPI OP: CEMiNt ____ 11 ______________ DATI fllCEIVID -...JO_/_l,6,9/_8;;.:3 _______ _ CONC. _,,,LIER PRE-MIXED CONCRETE CO. , IOUflCI OP: ROCK _P_A_L_A __ l'_' ______ _ TICKET NO. 013325 D IPECIMEN MARKINGS DATE TESTED ARIA ~ IQ. IN. ULTIMATE LOAD -LBS. UNIT STRESS ... ·PSI IP!CIFIEO STRENGTH AT 28 DAYS -PSI DIIT,.IIUTION: The Ko 11 Co. CI ty of Carlsbad Pre-Mixed Concrete co·. INIPECTO .. $ION ED WANGENSTE IN LA!P'!AJOAY TEST DATA 44 44617 4M,J8 10-2 HOLD 28.28 2 '8 76000 98000 2685. 3465 .faaa 7895 Convoy Court · PRilFESSIONAL REGlfTERED INSPECTIONS, INP :} San Diego, California 92.111 Phone 292·0660 FOR WEEK INSPECTORS WEEKLY REPORT. No. 3240 ENOING ON ......... 1l/.2.5 .................... , rfil. COVERING WORK PERFORMED o· REINFORCED CONCRETE" WHICH·REQUIRED APPROVAL BY O PRE•STRESSED CONCRETE l] STRUCT. STEEL ASSEMBLY D REINFORCED GYPSUM· lJ GLUE• LAM. FABRICATION [JOTHER THE SPECIAL INSPECTOR oF· O REINFORCED MASONRY 0 PILE DRIVING .. WELDING .............................. . Joa ACCRESS BUILCING PERMIT NUMBER PLAN Fl LE. NUMBER 3200 RUTHERFORD ROAD CARLSBAD 83-179• OWNER OR PROJECT NAMIE THE KOLL COMPANY CONSTR. MAT'L, ITYPE~GRADIE, ETC.) CESIGN STRENG TH SOURCE· OR MFGR. CESCRIIIE MAT'L,• (MIX DESl•N, IH•aAII GIIADE • """"'"•• WELD•IIOD, ETC.I SQJ S WI:EPJNG BQP THE KOLL COMPANY CONTR. COING REl"ORTEC WORK INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED,.JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES INl"OAl,IA TION AIIOUT -AMOUNTS 01" MA TERI AL PLACED OR WORK PERFORMECI NUMBER, TYPE, • IOEN T. NO'S,. OF TEST.SAMPLES TAKEN; STRUCT. C::ONNltCTIONS-IWELCS MACE, H,T. BOLTS TORQUED) C::HECKEC; ETC •. 11/22 Inspected welding of weld plates joining tilt-up paµels on West end of North walls of Bldg. "F". WELDER:. CARRY JOHNSON CERTIFICATION If 3987 11/23 Inspected welding of weld plates and angle iron to continuous rebar joining tilt up panels on West walls •. Welder same as above •. CERTIFICATION Of' COMPLIANCE I h11re.,;,-certify that I hava inapected all of the above reparted·worlc. Unlea otherwi• notad, 1· hava found this work to comply with the. approved pla.-, specifications, and applicable NCtions· of the govern-· int buildint laws.. SUPER 12/02/83 CATE OF REPORT IN. " 7895 Convoy Court P.ROrESSIONAL REGIS@iRED-INSPECTIONS, IN[;t2 San D1990, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT ... ,._ No. 3240 FOR WEEK /. ENDING ON ..• lJ. .. Q!f .......................... , 1.fl.}. COVERING WORK "'ER,.ORMEO D RUN,-QRCED CQHCRE.TE LI STRUCT STEEL ASSEMBL y LJ GLUE -LAM. ,.A.RI.CATION I WHICH l'!E:QUIRED APPROVAL lilY ~ Pflf:•STRESSED CONCRET~ 0 REINFORCED GYPSUM O OTHER THE Sf"ECIAL INS .. ECTOR 01' D REINFORCED MASONRY O PILE DRIVING ............................................. . ~-...,________-~~-------: .JOa ADDRltSS BUILDING P£RMIT NUMB£R PLAN l"ILE NUMaER 1• .z.2.~00 :~~~::~~M:OAD, CARLSBAD •• :!,~!~~ . 83-279 • CONWELL AND MARSHALL J ENGINE-ER N AND ASSOCIATES GENltRAL CONTRACTOR //4 AND 115 GRADE 60 REBAR THE KOLL COMPANY CON T-R. DOING RltP.ORTEO WORK RILEY PRESSER CONCRETE .LAa. RECEIVING • TltS·TING CONSTR. MAT'L, SAMPLES INC ·LOCATIONS 01' WORK INSPECTED, TEST SAMIIL.ES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS. ETC. "INCLUD&S INl'ORMATION AaOuT-AMOUNTS 01' MATltl'IIAL PLACED o .. WORK PltR,.O,.MEOI NUMIIE .. , TYPE.• 1011:NT. NO'S. INIP'N. DATE 01' TCST IAMPI.CS TAKICN1 STl'IUCT, CONNCCTIONS IWltLC>a MADE, H,T, BOLTS TOl'IQUltO) C:HltCKltO; ETC, jf~(. 11/03 Inspected forms, placement of rebat, weld panels on Building "F". Prepared (3) compr~ssion test cylinders. 11/04 Inspected forms, placement of weld plates, panels in Building "F". Prepared (3) compression test cylinders.· CERTIFICATION OF COMPLIANCE I h••by certify 1hat I haw• i..-cted all of the aDOWe reporud·-rtc. U.,,-odMrwiM noted, I have found this wortc to COfftpiy with a. _,.owed plana, apecificati-, and appliua6e NCti-of the ..,._ il'I buildint 1--. plates and concrete in eig1;it tilt-up .i rebar and concrete for ten tilt-up I ~ l :ry~ /84 84 ---,are-. OfC R£P01'1T PROFESSIONAL AEf.:-,•r:·eAEO INSPECTIONS. INC. 7995 convoy coui(tt.1an d,ago, ca11for.M,a 92111 tf:t; PHONE 292-0660 ~;~f.•' -------· ' .. . ' INSPECTIONS • TESTING • ENGIN~ERING TEST REPORT JOB NO. 3240 .101 __ ~c~A~B~LS~B~A~P~BE~$~E~A~B~Ctt...__C~E~NI~f...i.Bi.--------....... ---------------------- ADDRESS 2200 BJIIHf BfOBP ROAD PHONE ______________ _ OWNER THE KOi I COMPANY CONTRACTOR -~I~HE......,.K~C.t.L~C~OuHPuA~N~Y-----. . CLIENT THE KOLL COMPANY ENGJ'NE!;R --...i.wB8 .. Yl..,..l,lKAQHwN.,__ ______ _ ARCHITECT-CONWELL AND MARSHALL BLDG. AUTH. · CI TY OF CARLSBAD INSPECTOR EP WANGENSTE IN PERMIT NO. 83-279 PLAN FILE 83-279 FiELD LOCATION OF SPECIMEN HI 0-SECTl'ON OF FINAL POUR ON SAMPLE OF: SLAB ON GRADE IN JOB QR STRUCTURE: BU I LOI NG 11F11 . ;.ii~ MIX NO. ____ 5,..a .... -.. a ... a ..... a2 _______________ MADE BY ...... -.. EDw....11W1.i:1A,1,1,NW,jGE-.1,Na.,SL.1,T...,f.,.J N.,___ ------ PROPORTIONS __ 4 __ ._6_S_A_C_K ____________ SLUMP _____ 4_._5 ________ _;... __ _ ADMIXTURE _POZZ 344 & FLYASH DATE MADE 9-13-:83 TYPE OF CEMENT_l_l..__ _____________ DATE RECEIVED _.9"1"':-... 14_-_8...:;3_· ---------- CONC. SUPPLIER PRE-HI XED' CONCRETE co·. SOURCE OF ROCK ------------- TICKET NO. 006489 INSPECTOR SIGN ED WANGENSTE IN AOE TESTED DAYS SPECIMEN MA~~INGS DATE TESTED ~REA-SQ . .fN. ~LTIMATE LOAD -LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS -PSI DISTRIBUTION: The Ko 11 Co. Pre-Mixed Concrete Co. City of Carlsbad LABORATORY TEST DATA 7DAYS DAYS - 44165 9-20 28.28 68000 2405 21 DAYS H DAYS 44166 .44·167 10-11 HOLD 28·.2a 98000 ,A•-_,,ii. 3465. 3000 ENGINrJU4': -... ~-.. ...--.., _~ .. -~--···-----r~7-,,......, ... _______ ,..._......_, .. __ ~--~-.. -... --·------.....-.-.:.-.-.. ~.,-- PJ,··•t ........ P->:·, .. , ·.si·t=::r,f:r.~. r. } • t , ; , '-.:,y L , .• ,·~,{:}·.-4il,,i O •QO. Ca-,tor ''•• ~c! I l'I TEST fl EPOR.T -CARLSBAD RESEARCH CENTER ~,,.,, r:;: f',u ,t~f "J'f] OtH,O \·:;: .,~ JOB NO 3240 ICMIIII ~-RUTHERFORD ROAD _.;;;:;;:;;;:z..~.:.;.;.:~;;;.;.;.:;;....;.;.;,;.;,;;___ ....... _______ PHONE--------------..... THE KOLL COMPANY • ----~;...;.;:.;.;:.;;;..;;;;.;;.;.;;;..;.;.;.;;.;...~----------CONTRACTOR THE KOLL COMPANY .JINT THE KOLL COMPANY --------------------ENGINEER -RAY KAHN lCNl11CT CONWELL AND MARSHALL IPICTCNI ED WANGENSTEIN CITY OF CARLSBAD ILDG. AUTH. ------------ PERlitlT NO. 83-279 ,LAN FILI 8~-_279 -~ ILD .... Of: SLAB ON GRADE LOCATION 0, IPICIMEN IN JOe OIi ITIIUCTURE: ,.,: . CENTER SECTION OF SECOND POUR_ \if;;:. x NO. ___ 5_0_-0,..o_s..,2 _______________ . MADI IV -·--· ED WANGENSTE IN o,oATIONl __ 4_6..-58.wt...,.Ka..--------------·1LUMtt ___ _,__4-_;1~/..;;4_11 ________ -·~ • M>CTURI --e .. a--z __ i_31.;i4_,4..i& .... f ... LY~A~~l,UH _____________ OATI MADE __ 9_-...:09~--8~3 ______ _ NM CEIMENT _____ ....., ____________ DATE RECEIVED -2,-13-8_3 _______ _ C. IUf'tlUlfl __ p....,RE.,-_.M.w,IJ.i.X-.EDIG,,i•,_,C~O~N~CR.:,::E;;.;.T..::.E.,.._ C;;.;O::..:·:..-------IOUIICE Of ROCK ---------- :l(IT NO. 006055 INSPECTOR SIG~ ED· WAN GEN STEIN ;;;.;..;.;;;.,;;;;;;;====;;;;;;;;=;;;;;;;==:..::::.::.:=-::::-======... ... ... . ·-·-;: ll&Ytl tCIMIN MARKINGS Ta TIITIO IA -IO. IN. TIMA Tl. LOAD -LBS. J.T STRESS -PSI CIFIEO SJRENGTH i 21 DAYS -PSI. ---- TIU8UTION The Ko 11 Co. . · . ~ ' ~ City of Carlsbad Pre-Mi~ed Concrete Co . . ,, . LA!QIIATI!flY TIU OAT !t ~ DA.Vil tlAVII ..... ,,. H DAYA 4'41)5 .. 44136 44137 ~ " 9-16 .. 10-07. HOLD 28.28 ?A ?A ' 55000 110000 _ ·---~ 1945 ~8GO 3000 PROFESSIONAL REC:-: "".'EREO INSPECTIONS, INC ----4 7895 c:onvov courc.tt" 0-~QO. c:a,,f0rn,o1 92111 INSPECTIONS • TESTING • ENG1!\l~i:R1NG TEST REPORT (. :: PHONE 29:{~60" {?• • . . . .. "? ,I -Y--~-/~, ./Q v v!J . '7~1-q,, <>'e.;, ~'.o "C 0 JOB NO. 3240 oa ___ I1.1.N~E_..KO~L...,L_c~oH..1,1,P_..AwN ... Y-.w..-c.QA.i.8i..LS.u.Bt..;Ai.wP-BE .. $i..E,..A..,.RCl,O,IH..._..c .... E .... NI .... E...,B ... · -------------------- \OORESS 2200 RUTHERFORD ROAD PHONE ______________ _ }WNER __ TH_E ___ ~_O~L_L_C_O_M_PA_N_Y ____________ ,.__ CONTRACTOR __ T_H_E_K_0-L_L_C_0_M_PA_N_Y ___ _ ;ueNT __ T_H_E_K_O_L_L_c,..o_M_P __ A_NY ____________ ENGINEER ______ RA_Y_KA_HN_-______ _ \RCHITECT CONWELL AND MARSHALL BLDG. AUTH. __ c_J_T_Y_OF_C_A_R_LS_B_A_o ___ _ NSPECTOR PERMIT NO. 83-27-9 PLAN FILE 83-279 =tELD iAMPLE OF: CONCRETE SLAB LOCATION OF SPECIMEN ON GRADE IN JOB OR STRUCTURE: . MI P SECT! ON Of 1 ST ·pouR ON BUILD I NG F ,41X NO. ___ s_o_-o_o_a_:i _______________ MAOE BY __ E_D_W_A_N_G_EN_S_T_E_I_N ______ _ >ROPORTIONS_4_._6_SA_c_K __________________ SLUMP ___ 4_-_11_2_11 _________ _ • ..OMIXTURE __ P_O_Z_Z_3'4_4_a_nd ___ F_L_Y_AS_H ___________ .DATE MADE _9_~o_8_-_8_3 _________ _ NPE OF CEMENT ___ ,_, ______________ DATE RECEl~E~ ..... · 9_-_0 __ 9-_8_3_· ------- :ONC. SUPPLIER __ P_R_E-_M_I_X_E_D _c_o_N_CR_E_T __ E_co..,... ______ SOURCE OF ROCK ------------ TICKET NO. ___ 0_0_5_7_74 __________________ INSPECTOR SIGN ----------- A.OE TESTED DAYS SPECIMEN MARKINGS -- DATE TESTED A"EA -.s.a. IN. ' ULTIMATE LOAD -LBS. UNIT STAl:SS ... PSI SPECIFIED STRENGTH -\T 28 DAYS-~ _PSI . DISTRIBUTION: The Ko 11 Co. P re-·t·1i xed Cone re te Co. Cfty of Carlsbad LABORATORY TEST DATA 7DAVS OAVS 4408-1 9-15 · 28.28 .. 60000 2120 . : :( ·21 DAYS H DAYS 44082 · ~4083 10-0-6 HOLD .. 28.28 ; 86000 --A """7".-1'\ 3040 3000. . ---- ' 'PROFESSIONAL REe 1~TERED INSPECTIONS, ,,~•c. ~ . . . . 7895 Convoy Court San Diego, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT COVERING WORK PER,.-ORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR o,.-· JOa AOORESS D REINFORCED CONCRETE D PRE-STRESSED CONCRETE D REINFORCED MASONRY 2200 RUTHERFORD ROAD, CARLSBAD OWNER OR PROJECT NAMlt CARLSBAD RESEARCH CENTER - j No.3240 I FOR WEEK ENDING ON .••••• 10.L2.8 ........................ 19?.} [] STRUCT. STEEL. ASSEMBL. Y D REINFORCED GYPSUM D PIL.E DRIVING ARCHITECT LJ GLUE -L.AM. FABRICATION [Xl OTHER ... welditig .............................. . PLAN Fl LE NUMBER 83-279' C011WELL .AND MARSHALL CONSTR. MA T'L. (TYPE, GRACIE, ETC.I DESIGN STRENG TH I SOURCE OR MFGR. ENGINEER KAHN .AND ASSOCIATES DESCRIBE MAT'L, (Mill DESleN, "E•U,,_ G"ADE I .,.,.G ... , WEI.D•ltDD, ETC.I GENERAL CONTRACTOR THE KOLL COMPANY #"8018 WELDING ROD CONTR, OOING REPORTED WORK INSP'N. DATE' 10/26 10/28 ED HAWK.INS WELDING LAB. RECEIVING I TESTING CONSTR, MAT'L. SAMPLES PRI, INC. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC, INCL.UDIES INFORMATION Al!IOUT-AMOUNTS·OF MATERIAi.. PLACED OR WORK PERFORMED; NUMBER, TYPE,• IOENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS-MADE, H,T. BOLTS TORQUED) CHECKED, ETC. Inspect·ed welding of weld plates in tilt-up panels :on East and South walls of Building "F". Welder doing work: CARY JOHNSON CERTIFICATION# 3987. Inspected welding of weld·plates and rebar joining tilt-up panels on West wall of· Building 11F11 • GARY JOHNSON, WELDER, CERT. //3987 / CERTIFICATION OF COMPLIANCE I hereby certify 1hat I have i~ au of 1he above reportad wortc-•. Uni-· otherwi•· noted, I have found this wortc to comply with· the. approved plarw, specificatiOfll, and applicable NCtioN of 1he ·govern-· sUPERviso1L--SIGNATURE OF REGISrE'lj INSPe:-eTOR '"' building laws. 10/28/83 SD 84 CATE OF REPORT ----,R'"'E'"'G,.,.?-S T"". E""f'~N,.,.U,.,.M~B~E=-R=--- rnurc.~~IUAAL nc.a1.11 a:.na:.u 111~.-Lu I IUl1'1, 1111.1 • ~an. ·u1ego, \,;aurorma l:l,'111 Phone 292-0660 ' •· INSPECTORS WEEKt(i-)EPORT 240 ) ,, co,iERING WORK PERFORM~O WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR 01" .JOB 4DDRESS 0 REINFORCED CONCRETE (] PRE•STRESSED CONCRETE 0 REINFORCED MASONRY RUTHERFOR ROAD CAR SBA OWNER OR PRO.JECT NAME THE.-KOLL COMPANY CONSTR'.MAT'L. ITYPE; GRADE~ nc.1 DESIGN" STRENGTH TYPE I I CEMENT . PS . #4,5,7, GRADE 60 REBAR No. --· :,::,oR WEEK" ;_.-,::NCING ON .. ,0~,t.gbe.r. ... 2-............ , 19 • .8. 0 STRUCT. S't"EEL ASSEMBLY D ,REINFORCED GYPSUM 0 -PILE DRIVING 0 ,GLUE• LAM. FABRICATION D OTHER .................................................... BUILDING. PERMIT NUMBE'.R Pl.AN Fl LE NUMBER INSP'N. LOCATIONS OF WORK INSPECTED, TEST SAMPLES "T'Ai<EN! WORK' REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. DATE INCLUDES INFORMATION ABOUT-AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE,• IDENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. C:ONNECTIONS (WELDS MADE. H.T. BOLTS TORQUED) CHECKED; ETC. 10/1-8 Inspected. forms, placement of rebar a"nd concrete' for nine (9) wall .panels for Building 11F11 • Prepared three (3) compression test cylinders. CERTIFICATION OF COMPLIANCE I h•ebv certify that I have insl)Kted all of the above reported work. Unlna otherwise noted, I have found thia work to comply w"ith the approved plans, specifications, and applicable 1ac:tion1 of the govern- ing building laws. .SUPERVISOR I -.. :• l'Kut-t.~~IUNAL Kttil~ I tKtU IN~rtli I IUN~, :INl,. S,m Oi9i0, California 92111 ~ c. INSPECTORS wee.&::)·REPORT -----""'?-'?,li·FoR WEEK P~one 292 · 0 660 3240 No. .,. ENDING ON . .Octobe.r..,.1.-:., ............. 183. .. 1~ · COVERING WORK PERFORMED WHl(;H REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRET-E (Xl PRE•STRESSED CONCRETE q REINFORCED MASONRY [J STRUCT. STEEL ASSEMBLY D REINFORCED GYPSUM 0 PILE DRIVING lJ GLUE• LAM,· FABRICATION O OTHER . ························••·············•·•··••••···· JOB ADD.RESS .BUILDING PERMIT NUMBER PLAN FILE HUM.BER OWNER OR PROJECT N ... ME THE KOLL COMPANY c·oNWELL AND MARSHALL CONS TR, MAT'L. IT YPE, C.RADIE, ICTC.J SOURCE OR MFGR, ENGINEER TYPE I ·I CEMENT KAHN AND ASSOCIAT S GENERAL CON,TRACTOR TYPE I I CEMENT; MIS DESIGN 5.4 SAC, ALL THE KOLL COMPANY CONTR, DOING REPORTED WORK REBAR GRADE 60 RILEY PRESSER CONCRETE L ... B. REC:EIVING • TESTING CONSTR, MAT'L, SAMPLES PROFESSIONAL REGISTERED INSPECTIONS INC. INSP"N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES T.AKEN. WORK REJECTED, JOB PROBLEMS, PROGRESS. REMARKS, ETC, INCLUDES INFORMATION ABOUT -·AMOUNTS OF MA.TERI AL PLACED OR WORK PERFORMED; NUMBER, TYPE,• tDENT, NO'S, OF TEST SAMPLES TAKEN; STRUC.T, CONNECTIONS (WELDS MADE, H,T,.BOLTS TORQUED) CHE.CKED; ETC, 10/1 Inspected placement of rebar;weld plates and concrete in (1_5) wall panels on Building 11F11 • Prepared (3-) compression test cylinders. CERTIFICATION OF COMPLIANCE I hereby certify that I have inepected all of th• above repon.d work, Unlea otherwiM noted, I have found this wor1l to compfy with the l®rowd plaN, soec:ifications. and applicable NCti-of the pem- An, 11,uildin, laws. . -1-· SUPERVISO I 10/14/83 SD 84 OAT£ OF HEPORT ,· P~ROffSSIONAL REGtsrr,RED JNSPECTI.ONS,. INf) 189 \~::·~·.~~ 0 ;:,1c;;~·n.92~21.c, 660 INSPECTORS WEEKLY REPORT 3240 No . . FQR WEEK . . .1 E.NOl!'IG ON .... .Oc.taber .... '].., ............. u8J\· ...... ---------~-----------------· .. ____ ,, __ _ --. ---. ~ COVEl'IIING WOl'lli< PEl'lll'ORMED WHIC'H REQUll'IIE·D APPROVAL av THE S"'IECIAl. ll'fSPECTOA o, .1oe AD'ORl•I rJ AE_INFORCED C.ONC'.RETE (XI PAE•STAESSED CONCRETE Cl Al!INFORCED MASONRY L..J.STRUcr. STFFl. ASSFM9l.Y [] REINFORCED GYPSUM {J PILE ORIVIN<i [ J GLUE• LAM. FAllRICATIOH [ I OTHER i r-------------r lll.llLOiNG Pl UMI I NuMt\"f n PLAN F'll.E NUMBER : -~ THE KOL_L COMPANY -CARLSBAD RESEARCH CENTER _ CONWEl..l. _ _,,A.,,,_,N=D_.M__...A=R=S ...... HA_...L .... L.__ ______ _ C:O .. S, ... -w& t •L,. IT Y"'ll• c.·RAOll, ETC.I OllllGN IT RENG TH IOUl'IICll OR MFGR. £.Nr.1• _TYPE I ·I CEMENT 000 s i. PRE-MIXED KAHN A GEN'ER.6L' t:ON IRACTOR GRADE 60 REBAR THE KOLL COMPANY CON TR. DOING RE.PORT E.0 WORt< RILEY PRESSER CON LAB. AECEIVll~G ·1 TF.STING CONSTl'II. MAT'L, SAMPLES . . t ,; i. ,,_..N. DAff LOCATIONS o, WORK INIP!CTKO. TEST SAMPLES TAKEN. WOfUC AUECTED, JOit PROBLEMS, PROGRESS, REMARKS, ETC. IN('I.UO&a IN ... Ot'llll,IATION ••ouT -AMOUNTS opr MATltl'IIIAL l"LAC:llD o .. WOl'IIK PERFORMED; NUMBER, TYPE. ··IOEN T. NO'S. 01' Titl'P IAMPLl:I TloKltH1 ITAUCT, CONNIECTIONI IWltLOI MADE. H.T, 90LTI T,ORQUEDI CHECKED; ETC, . ~ :i'.i~,-~ 10/04 Inspected placement of reba·r, weld plates, and co.,crete in five tilt-up panels on Bui 1 ding "F". Prepared (3) compression test cylJnder-s. 10/06 Inspected placement of rebar, weld pla1=es, and concrete in five more tilt-up pane1s on Building 11 F11 • 10/07· .Show up ••• rained out •. CEFITIFtC·ATION OF COMPLIANCE · I h••by certify that. I heve 1n..,.cled all of th• abowe reported work. Unletl olhffwite noted, I heve foond this WCM'k lo comply with the app,o"'ed plans. 1P"C1ficet•Of't. end •PPlicable -.,·i""• '"' the govern. int buildif'f 1awt. OCT 13 1983· '°II. SUPERVISOR ---- / ~: .. · _,,___ Z<<.~-,A 70?«-2'<1 r•r;N& lltf.ff 0r ~-··. · ·rFr, IN~,:fr1on 10-07-83 / SD 84 --------------·----------• A I•. \_ti f•f l'•')I;' ... I I ,.,,, ... ,,, R .. --__ ...i, ------------------- -~ ·;: ~-· PROFESSIONAL RE[\:TEREO INSPECTIONS. INC f,/~?_ PHONE 292-0660 __ _,.. 7B95 convoy cou~~-·Sdl'"' o,ego. ca .. forn,a 92111 J~i ·;::,, ~--.} 't,~ ..... ,. ... , -.--"-• I•:-. S£ .. : J .. INSPECTIONS • TES.TING • ENGIN!:EA1NG p ,8 J ;/' ·< ,f>;\ J'"/--1:::, ,, -l9p'J ..... , ,,. . .. a. TEST REPORT ~ 1l()l_,1 JdB NO. 3240 JOB__. ___ J~H-E._.,,K~Q-LL~C~0~M~PA~N~Y.......,.-,CA~B~L~s~e~A~P~B~E~S~E~A~BC~H...__..c~E~NI~.f~B~-------------------- ADDRESS 2200 RUTHERFORD ROAD PHONE _________________ ___ OWNER __ T_HE_K_0_L_L_C;...0,;,,;.M;...P.;,.;A,;,,;.NY _________________ CONT'RACTOA ____ T __ H __ E ___ K0_L __ L ____ C--OM_P_A.;;.N .... Y ___ _ CLIENT __ T_H_E_K0_L_L_C_0M_P_A_N_Y ____________ ENGINEER __ ___, ..... R_AY_KA_H_N _______ ....... _ ARCHlTECT CONWELL _AND MARSHALL INSPECTOR ·FIELD SAMPLE OF: CONCRETE SLAB ON GRADE · BLDG. AUTH. ___ C_I T_Y_0_F_C_A_R_L_S ___ !3A_D ____ _ PERMIT NO. 83~279 PLAN FILE . 83-279 LOCATION OF· SPECIMEN IN JOB OR STRUCTURE: MI p SECIJ ON OF J ST POUR ON BU I LMNG' 'F . ~·x NO. ___ s_o-_o_o_a..,..2 ____________________ MAOE BY -~E_D_W_A __ N_G __ EN_S_T_E_I _N ______ _ PROPORTIONS __ 4_·6_S_A_C_K ________________ SLUMP ___ 4_-_l_/_2'_' ___________ _ . . ADMIXTURE __ P0_Z_Z_3_4_4_a_n_d_F_LY_A_S..,.H ___________ DATE MADE _9_-_o8_-_8_3 _________ _ TYPE OF CEMENT_....__I_I-________ __. ___ DATE RECEIVED ·--..9_-_0 __ 9_-8_3 ___________ _ CONC. SUPPLIER __ P....,R_E_-M_,_x_E_o_co_N_C_R_E_TE_c_o_. ________ SOURCE OF ROCK ----------- TICKET NO. ___ 0_0_5_7_7_4 ______________ --INSPECTOR SIGN ------------ AGE TESTED DAYS SPECIMEN MARKINGS DATE TEST.ED " AREA -SO. IN. UL Tl MATE LOAD -LBS, UNIT_ STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI QISTRIBUTION: The Koll Co. Pre-MTxed Concrete _Co. City of Carlsbad LABORATORY TEST DAT A 70AVS DAYS 28 DAVI H DAYS . 44081 44082 44083 9-15 10-0-HOLD 28.28 60000 -- 2120 3000 / .. "Ecc')~_/ 41 . . .. • • ~--·• ---~~--• .-: •C -~~ • • • --- __ __. PROFESSIONAL RE(7\::JEREO INSPECTIONS. INC 7895 convoy cour~~-j';,.,... C,,t!gO, c:aoforn,. 92111 INSPECTIONS • TESTING • ENGIN!=ERING tEST REPORT .10a ___ T~H~E~_~K~O.LL~G~P~M~e8~N~Y._,,™-"'CA~BwL_S~6~8~P~B~E-S~E~8-BC-H,._.C-E_N~JE~B~·------------------ ADDRESS 2200 RUTHERFORD ROAD PHONE ______________ _ OWNER __ T_HE_K_O .... L_L_C_O_M_P_A..,.NY _______________ CONTRACTOR __ T_H_E_KO_L __ L __ C_OM_P_A_N_Y ___ _ CLIENT __ T_H_E_KO_L_L ___ C_OM_P_A_N_Y _______ ___.. ______ ENGINEER ____ R_AY_KA_H_N ______ _ ARCHITECT CONWELL AND MARSHALL INSPECTOR FIELD SAMPLE OF: CONCRETE SLAB ON GRADE BLDG. AUTH. ___ C_I T_Y_O_F_C_A_R_L_S_BA_D ____ _ PERMIT NO. 83-279 PLAN FILE 83-279 LOCATION OF SPECIMEN IN.10B ORSTRUCTURE: MID SECTION OF 1ST POUR ON BUILDING,, . .F Mix No 50-0082 ED WANGENSTE IN .. ______________________ MADE BY _____________ _ 4-1/211 Pf«OPORTIONS ...,._4_. 6 ___ S_A_C_K ____________________ SLUMP .--------------- ADMIXTURE ......,.._Po_z_i_3_4_4_a_n_d_F_LY __ A __ S_H _________ DATE MADE _9_-_08_-_8_3 ____________ _ TYPE OF CEMENT ____ I_I_ ....... ___________________ DATE RECEIVED .,...,..9_-_0_9-_8.,...3 _______ _ CONC. SUPPLIER __ P_R_E_-M_I_X_E_D_co_N_C_R_E_TE_c_o_. ______ SOURCE OF ROCK ----------- TICKET NO. ___ o_o __ l5_.7_7_4 _____________ .,NSPECTOA SIGN------------ AOE TESTED DAYS SPECIMEN MARKINGS DATE TESTED AREA -SQ. IN. UL Tl MATE LOAO -LBS. UNIT ST.RESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI' . DISTRIBUTION: The Ko 11 Co. ¥re-Mixed Concrete C6. City of Car1$bad LABORATOMV TEST DATA 7DAYS DAYS 4'4081 ~-15 · 28.28 60000 21.20 i 28 DAYS H DAYS 44082 44083 10-0~. HOLD 28.28 86000 -·,. _,..."" 3040 3000. 1., .. , -. ·.~"-H<T•~r.~. r. • ,, \(~)!.,' 0 ~QO. ca-,for n,e 'J. '1 II f'ttl ;r..,f 'J'-f} Ot\1,0 111iSPECT10NS • ffl_f!NG • ENGIN~EA•NG __ .,......,. _______________ T_E_ST __ R_E_P..,O .... R~T ---~-------J ... o_B_,N_o ___ ,.JJ;,._,2,_40 ____ _ 11 . CARLS.BAD RESEARCH CENTER --· ·•' >OIIIIS 7200 ~l)THERFORD ROAD PHONE--------------- MIi __ T.;..;H.;..;E;.....;K_OL.;;.;L;;......;C"""QM;.;.P_A_N_Y_......., __________ CONTRACTOR _..:.T.;.;.H:;;.E ...;.K.;..::O.::;L.:;.L_;C;;..;:O;,;.;M;;_PA:..:.:N~Y;._.,_ __ _ • JINT_. __ t_H_E _K_O_L.,.L_c_o_M __ P_AN_Y ____________ ENGINEER ___ RA_Y_KA_HN _______ _ 'CNITICT ~ONWELL AND MARSHALL ftCTOfl ED WANGENSTEIN ILD wt.•~: . SLAB ON GRADE ILDO. AUTH. ~ITY OF CARLSBAD PERMIT NO. 83-279 PLAN FILI 83 .:279 LOCATION 0, ·ll'ECIME N IN ~ OIi ITIIUCTURI: CENTER SECTION OF SECOND POUR :c N0. ______ -5 ... o_-..... oo...,8"""2 ________________ MAOl! IV--~ ED WANGENSTEIN . -. lflOflTIOHS-_4..,_,,,6....,,..$ .. Ai.o..CKi..-_______________ .._UMP ___ ......; .... ..:4;.;.-.;.:1/;...4.;;..'_' ________ _ . . IIUCTUAI _ _..p._o .... z.Z--i.3 .. 44;....&"-_ .J.f .. LY.,L,jA:;;uS""H'-------------DATI MADE ____ 9_-...;.o.:;.9_-8...;3:;... -------- ,. Of CINENT ____________________ DATE ~ECEIVI., _2;.Q:~ .... 3 _______ _ MC ...... Lllfl __ P..,.R_E-_.M....,f...,X.,..E...,p_c_o;;..N ... C-'R:.:.,ET __ E;...,;C_O __ • _______ IOUflCE Of ftOCK :1eeT NO. 0060?5 , INSPECTOR SIGN ED WAN GEN STEIN ... 1 w_, __ .DAW :CIMIH MARKINGS Tl TISTEO ' !A -IO. IN. ----------- rtMA Tl LOAD -LBS, T .TRESS -,SI ClflED SJRENGTH i 21 DAYS -PSI -.. ------ r,uauTION The Ko 11 Co. City of Carlsbad Pre-Mixed Concrete Co. LA8011AJO!Y JIIJ QA' & JD.Aft IIAvtl ...... H DAY• 4413'5 44136 44137 9-16 10-07 HOLD 28.28 55000 ·- 1945 3000 t¾,d~/ /. .. ,., .. ,,.. ~- ! .. ---.--.L -. ----. ----·---.. . ---~ -.. .._ -· - PROFESSIONAL REG,57EREO INSPECTIONS. 1NC. ___ ...,. 7995 convoy cou(~}1•n d,ago, ~~1,forn,a 92111 ~ ..... ~.,- PHONE 292-0660 ... .,...... INSPECTIONS • TESTING • ENGIN!=ERtNG TEST REPORT JOB NO. 3240 JOB __ ~C~8~B~LS~B~A~P~BE~$~E~A~BCwH,1,..;i..,C~f~NI~f~B1.-------------------------- ADDRESS 2200 RtlTHfBfOBP R0AQ OWNER IHf Kot I CQHPANY CLIENT THE KOLL COMPANY ARCHITECT CONWELL ANP MARSHALL INSPECTOR FIELD SAMPLE OF: EP WANGENSTEIN SLAB ON.GRADE PHONE ______________ _ CONTRACTOR __ TH_f_.....K_o_LL_c_oM_P~8-N~Y ____ _ ENGINE~R ~--BA...,Y ....... KA._H_.N...__ ______ _ BLDG. AUTH. · CI TY. OF CARLSBAD PERMIT NO. 83--279 PLAN FILE 83-279 LOCATION OF SPECIMEN MID-SECTION OF FINAL POUR ON IN JOB OR STRUCTURE: BU I LD I NG 11F11 MIX NO. --~sa .. -... OiuOM.82"------------------MADE BY --EDw....llWi....A.w.N~Gf ..... N,...s .... r .... E .... IN~------ PROPORTIONS __ 4_. _6_S_A_C_K _____________ SLUMP. ____ 4_._5 _________ _ • •. ·- ADMIXTURE -~r_o_z_z _3..,_4.,..4_& _.F_L..._Y...,AS-;H--------------DATE MADE __ 9_-.,.13.,_-_8_3 _______ _ TYPE OF CEMENT ____ I_I ______________ DATE RECEIVED _.9...,._-: .... 1 .... 4-_8 .... 3...._ _______ _ -CONC. SUP.PLIER PRE-MIXED CONCRETE CO •. SOURCE OF ROCK __________ _ TICKET NO. 006489 INSPECTOR SIGN ED WANG ENS TE IN LABORATORY TEST DATA AGE TESTED DAVI SPECIMEN MARKINGS _ DATE TESTED " AREA-SO.IN. ULTIMATE LOAD -LBS. UNI_T STRESS -PSI SPECIFIED STRENGTH A,T 28 DAY$ -PSI DISTRIBUTION: The Ko 11 Co. Pre-Kixed Concr~te Co. City of Carlsbad 'I DAYS DAYS 21 DAYS H DAYS 44165 44166 44167 9-20 10-11 HOLD 28.28 68000 2405 ,, 3QQQ . . ,_ ·---·--~----:->--·· . .,_ -____, __ __..,_. --. .PRDff SS10NAL 'REGISTCJl~ED INSPECTIONS, IN~\:~ ,tt~b s~~ 0 ~: 1:.0~'~;:i,orni• u11, . ~, .,.¥ · 1 ·,:,• '.···· Phon• 292-0~ 1 " INSPECTORS WEE KL V REPORT 3240 111 .. -·· --··---·-_ ~~~1~~E~N _ .•••• ~~.P..!~!!!!?.~.I'.: ... ~.? ....... , 1~~ •. 1. covu .. NG •o,.K ,.e:,.FORMEO {x) Rt:Utf'OflCt:O CONC.AETE I l SHHJ<. r !.TEF.l ASSEMBl v I J GLUE -LAM. FABRICATION I •HtCH tO!,OUl,.ED APPROVAL BY [_l ftl'IE•ST .. ESSED CONCAf;:TE . tCf IN~ORCf.O GYPSUM 1'_1 OTHER .. THE S"ECIAL INS,.ECTOR o, l_] l'l!!i.,~·ORCED MASONRY l: I P1l E DRIVING ............ ,....... .; 1-------------'-----------------:----,---·------f .•o• ADOAf',1. "''"·· ..... fnMlt PLANJ'ILENUMBER ~·-=2:.;2~0~0 ....:R.:.:U:....'..T.:.:.H:;.:E R:,:.;F,..;;0:.:.:R;,.D=--=R~O:.:.;A:.:::.D..&.....;C::.::a:.:.r~I ~s b::c.::a=-=d,_· -----------t-JB-2 7.9 OW"'tfllt"lflf'AflJl:CfHAME ARC•• 't! a~-219 THE KOLL COMPANY CONWELL AND MARSHALL ENGINF£:R #3 REBA B AT 1811 0/C Bo, H WAY·~ TYPE II CONCRETE KOLL COMPANY f t-:C~O:":'N""1'"'R=-.-=o-=o-:-:,N:-:'-=G'-:R::cE:-P,:-C,,O-:,:Rc::T""l''"'o,,.....,.,w""o~R'"'1<------------··1, INSP'N. DATE 9/08 ·RI LEY PRESSER CONCRETE LAB, 11£C£1.VING 6 TE.STING CONSTA. MAT'L, SAMP.LES LOCATIONS Oft WOfO( INSPl!CTl!O, TEST SAMPLES TAKEN, WORK At:J£C:TED, JOB PROBLEMS. PROGRESS, REMARKS, !;TC. INCi. UDEI INP'O,.MATION ••OUT -AMOUNTS OP' MATltl .. ,'AL .. LACED OIi WORK PERFORMED! NUMBER, !f'YPE, 6 tDEN T. NO"S; 0,-Tl!IT_ SAMPLES TAKl:H1 ITflUCT. CONNECTIONS IWll:LDI MADE, H,T .• 9OLTS TO,.QUEDI CHECKED; ETC, lnspe~ted placement of rebar and concrete in first of three.pours of slab on grade in Building 11 F11 • . •, ~ . Prepared (3) compression test cylinders. ·' CERTIFICATION Of COMPUANCE _ I her•by c•rtlfy th1t I NIH tMPKt•d ell of th• 1bow• r•port•d work. ~ ...... . ":1r,q~e.f.', Unteu otherwtM rmt•d. I hew• ·tG11nd tflll wOfk to comply with the apiCJit•••..-· t>~.n, 111..'IC'C.''''"•••,nw~c •nd .ar:-r.ebt-..-:, • .,,... "' ,.,. .,....,.."' SUP~ ~-,l 'SOD\ int bu11'11f•'l •• ,.,. "/('· . ;;; •,, . ; ~ .=".!. ~ ... 1 ••. ~ ,,.,n .r' SD 84 -· ---···· -----~ I t' : • • \I• .,. I I I l I I ?RpfESSIONAL R(GISTE[{O INSPECTIO,......NS_,_IN_C,....,.... (§_fg/_89 fJ_s~;~·_7,:~_c 0 c_u;,_tc;;_::.9_2;;_;-0660...._ INSPECTORS WEEKLY REPORT 3243 roR WEEK September 9 83 No. i.NO_ING ON ......••••.•.•••••.••••.•••••• ! .......... , 19, •... co·vERIHG WORK Puu·oRMED [i ,u:u ... o .. CED CONCRETE •MICH REOUIRf:0 APPROVAL 8Y U PfllE-STflESSED·CONCRETE TME S"l!CIAI. INSPECTOR OP' 0 REINFORCED MASONRY I STRUCT. STFF.L •sc;F.MBL v (J REINFORCED GYPSUM LJ PILE ORIVINC. I J GLUE. LAM. F-ABRICATION i._ 1 OTHER .._-,0-.-.-... -0-0-,.-.• .:.., ... ,-,.....-------~-----------------,r:11:-:1.1-:-,:-:l-. t:::--,-:-, N~.-:.-G ·;-:-; H ;;; -;--N-.,-, .. -"-.-R....--,.-L A"" f, • r: NtJtwt P1£A ·#JREBAR AT 1811 0/C BOTH WAYS_, AND TYPE 11 CONCRETE ---~ ... --83-2-7-9-. ---~ ,...-... DATE LOCATIONS oir WOflK INSPECTED, TEST SAMPLES TAKEN, WOflK fllEJECT~o. JOB PROBLEMS, PROGRESS, REMARKS. ETC. INCLUOf"I tNl'"OJIMATION ••OUT -AMOUNTS Ofl'.·MA,TCIUAI. PLACED OR WORK PERFORf,4£01 NUM11£R, TYPE, a •DENT. No·s. OF TIEST llAMPL.lll TAKl:N1 ITRUCT. CONNCCTIONI IWl[I.DI MADIE, H.T. ,BOLTS TORQUEDI CHECl<EO; £TC, . 9/09 Inspected placement·of rebar ·and concrete in second pour of Buil_ding "F" • Prepared (3) compression test cylinders. CEATlflCATION OF C'OMPllANCE I "-•by CMtify th!II I hew• tnll)Kled .it of tt.• !"bow• reported _,k. Unleu otherwiN not•d, I hew• fou..., this "'°'" •o cnmply with the IPPfOved pl-. ~ifica1,on1, eod epplicable ..ct1on1 of 1he Vffl'•rn· ·ifte bt,ihhOf , ..... SUPERVISOR I . .;. .:·- i . I ,, . ~'-. ~~~(..,;-' ,(. t~~;!. . "" -··O/Q91 Q3 ···· -.$0 84 ;;l "1-' ., a 'l' ,., •u·.._.,,,,. n .-. :,ROfESSIONAL REGISt~[RED INSPECTIO_.N_S ,_I_Nf_-<>..,._·; _ 18 _ 95s_~_"~~ ... _v ~-~:_,i'';_:n_,e2_;;2_1-0860_ INSP~CTOAS WE~KLY REPOA'T 3240 '} F'OR WEEK . -------------r-----------------No_. ____ _,___E_N_O_IN_G_O_N_ .• Se ,temQ8,r: ... l6, •••••••, 198 ... COV[RINO WORI( "'£RF'ORME0 'WHICH flEOUIREO AP .. ROVAL IIY THt: SPECIAL INS .. ECTOR 01' Ii) .. ElllfFORCEO·CONCIU'.TE D .... E-STIIESSED CONCIIETE D flEINFORCED MASONRY 2200 RUT.HERFORD ROAD -CARLSBAD .... ,,n -,n .... OJl:C T NAME . TY .E IJ CEME- #3 REBAR, IYPE II CEMENT GROtlT 2000 PSI LJ STRUCT. STEEL ASSEMBL y 0 REINFORCED GYPSUM ·q_ PILE DRIVING l_j GLUE• LAM. FAIIRICATIQN LI OTHER 8ll1LDJNG rERMI T "fUMeER PLAN F'ILF NUMl!IER 8 -2 .ARCHITECT 1,.,-N. OATI LOCATIONS 01' WOIU( INS .. l:CTED, TEST SAMPLl:S TAKEN0 .WORK REJECTED, JOII PROl!ILEMS, PROGRESS, REMARKS, ETC. INCI.UDIEI INl'"Ol'IMATION-t.aOUT -AMOUN-T.S .opr MAT.RIAL -.. LACED OR WORK PERF"ORMEDI NUMBER, TYPE, •·10EN T, NO'S. n ... TIEIT IAM .. 1.·•· TAKll!:Nr ITRUCT. CONNECTIONS IWKLDSMAOE, H,T. BOLTS TOROUEDI CHECKED; ETC. ~/13 Inspected placement of rebar at 1811 • O.K.· both ways and placement of concrete. Prepared (3) compress ion tes,t cyl ·inders. 9/14 Inspected vertical rebar and grout in 'f'irst,lift·of two retaining walls at South- east corner of Building "F". Prepared {3). test prisms. CERTIFICATION OF COMPLIANCE I h•eby Cflrtify th•t I ha.,. intfM'Cted •II of the •bow• reported wc,rtc. Uni"'· otharwtH nc,t•cf. I h•v•· found th11-work to comr,1.y with the · apJHovtld plan, . ..,...,,fir.at1nn1. ancf applicable aaction, of tha 1ow•rn int :t,uilot,,.. law, •11 It.A JIJ U ·-. ·f '. i I' ti'!Hl~ KOLL COOMiJjpiMW CONTRACTOR TO: ~ll/ aP aw!8AO &1Li:N~ Ul:slr- . /Uo~ 4/~ &~8111.) 0,. ~ I Gentlemen: We are sending you ~ herewith __ __ .under separate cover __ shop drawings __ calculations __ per your request Date: /5Js4- Our Job # ---"-3-=-~-'--- Subject:/S3n.c.!4 4,.10 .,A.UPec.no..J ~s ~n ~~ 8s-zn,z.-:re,z-:,? ~ Z,Bo For your __ approval ~ information __ signature & return General Notes and Remarks: RECEIVED THE KOLL COMPANY JAN 161983 CITY OF CARLSBAD Build: -1 Department 7330 Engineer Road • San Diego • California 92111-1464 • (619) 292-5550 K-110-2 3/82 Lie. No. 221764 t :PROFESSIONAL RE:G·tSTERED _INSPECTIONS, INC. 7895 Convoy Court San Oi91JO, Californi~ 92111 Phan• 292·0660 INSPECTORS WEE KL V REPORT . COVERING WORK PERFORMEO [J REINFORCED CONCRETE WHICH REQUIRED APPROVAL BY O PRE•STRESSED CONCRETE THE SPECIAL INSPECTOR OF' D REINFORCED MA'SONRY. .1oa A00RESS 2200 RUTHERFORD ROAD OWNER OR PROJECT NAME THE . KOLL COMP Aff'f. C:ONSTR.MAT't... lTYPE, GRAOE, £TC.I DESIGN STRCNGTH: FOR WEEK . ENOING ON .••••• 1,2J.Q.9 ••• -.................. , 1£3. Na. 3240 Ll ST·RU<;T. STEEL-ASSEMBLY o· REINFORCED GYPSUM tJ PIL·E DRIVING u· GLUE• L.AM •. FABRICATION K} OTHER . ,9._ . .. ROO;F.ING ...•••..•..•••..•.••••..• : •••.• BUt-i.DtNG PE·RMI')' NUMBER PLAN Fl LE NUM8£R 83-277' ARC:HITEC:T KAHH A?ID ASSOCIATES GEN'ERAI. C:ONTRAC:TOR THE KOLL COMP AlIT C:ONTR. DOING R£PORT£0,WORK H'ESS ROOFING , I.AB. RECEIVING • TESTING CONSTR. MAT'I., SAMPLES . PROF,. IONAL REGISTERED INSPECTtONS INC. INSP'N. DATE L.OCATIONS OF WORIC INSPECTED, TEST SAMPLES TAKEN, WORK REJECTE·D, JOB PROBLEMS, P_ROGRESS, R'EMARK~_ETC, INCI.UOES IN,,Ol'IMATION AaouT -AMOUNTS OJr MATEIUAI. PLACED OR WORK PERFORMED; NUMBER, TYPE,• IOENT. NO'S •. 0" TEST SAMPLES TAt<IEN; STRUC:T. CONNECTIONS IWltLOS MADE. H. T. SOI. TS TORQUED) C:HECKEO; ETC. 12/04 Inspected placement of roofing mat;erial fo~ a fo~r-ply built--roof.on first quarter of Bldg. "D" as per John Mansvi~le _Specification l/4GNC. .. ... C~RTIFICATION OF COMPLIANCE I henby certify that I have inapacud' all of the atlawe repa1'111d -rir. ·Unlea attlerwiM ·nated, I ha~ found a,is woric to comply widl the -..rowed pl-. specificatiana. and 8'1PlicaoM aecaorw of die p-int buildint ,_ ' ' J? {Q9{R3 · CATE OF REPORT SD ?4 R!;;G!S•TEr> NUMaER I l\'UI -'--'-'IVt'ln .. a, .. -.-1.v • ...... _ ••·"-• ---,,, __ --, Phone 292·0ij60 INSPECTORS WEE~. / REPORT No. 3240 ~~:.~~EcfN ...... .'J:'J.L.Q'z ...................... , 19~.~ COVERING WORK .PERl'ORMED WHICH REQU:RED A'PPROVAL. av THE'SPECIAL.·INSPECTOR 01' 0 REINl"ORCED -CONCRETE 0 PRE-STRESSED CONCRETE 0 REINl"ORCED MASONRY . Ll STRUCT. STEEL. ASSEMBL. V Cl REINFORCED GYPSUM LJ GL.UE -L.AM. FABRICATION jl9 0THER. 0 PILE DRIVING ...... &OOF.ING ........................... . . . . .JO• .AODRESS BUII..OING PERMIT NUMBER Pt...AN FILE NUMBER RUTHERFORD ROAD 83-177 83-177 OWNER OR PROJECT NAMtt THE KOLL CO. c'OmIBLL AND ?!ARSHALL CONSTR •. M:l<:r''L. ITYPE, GRADE, ,nc;1 DESIGN STRENG'TH SOURCE OR M'F'GR. John · Masnville ENGINEER ¥'.AHN MID ASSOCIATES GENERAL CONTR.ACTOR JOHN MANSVILLE FIBERGLASS FELT, 4-PLY, BUILT-UP THE KOLL COMP.ANY -CONTR, OOING REPORTED WORK ROOF HESS ROOFING · 1..AB. RECEIVINC. • TESTINC. CONSTR. MAT'L, SAMP.1..ES _PROFESSIONAL. REGISTERED INSPECTIONS, IN INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTE·D, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCL.UOES IN,..ORMATION A80UT-:AM0UN:TS 0,.. MATERIAL PL.ACED OR WORK PEl't,..ORMEOI NUMBER, TYPE,• tDENT. NO'S. Of' TEST SAMPt..lES TAKEN; ST_l'IUCT. CONNECTIONS IWEL.O_S MA_OE. H.T. 801.. TS TORQUEDI CHECKED; ETC. 12/08 12/09 ~ .... Inspected placement of two ply·' s of fiberglass felt ply over fiberglass base on Bldg. D, first quarter as per Johns Mansvillle spec //4GNC_. Inspected placement of cap on. first quarter of ro~f and base sheet on second quarter of roof on Bldg.Das per John~ Ma.nsville Spec #4GNC. CERTIFICATION OF COFMLIANCE I h .. by canify that I hawe i~M all of the aoove r~n.d wortc. Uni-otberwiN noted, I h-found tnis woric to comply :with the -.aproMd ptana, .-cificati-. and ~licaale ..cu-of the eow- , int buildint laws. SUPE-RVISOR · . .. 12-09-83 CATE 01" RIEPORT _ .. ;-• ·.-••• •.•.J," .. _ •• •, .. __ .... _______ ·: :·- l :P:R,OFESSION,AL REG:ISTERED INSPE:C_T-IONS f .INC• 789\~";f~~~~fornia 92111 ~ Phone '292·0660 INSP.ECTORS WEEKLY REPORT No. '3z40 I ~~~.~~Et,;. .... l.ZJ.:9.9. .......................... , 19~2. COVERING WORK Pl!:Rll'ORMED WHICH REQUJRED ·APPROVAl. av THI!: SPECIAL INSPECTOR 011'" .ioa AOO'RltSS 2200 RUTHElFORD ROAD OWNER OR P,RO.lEC:T N.a.ME . THE KOLL COHPANY #8017 WI,EDING ROD D REINFORCED CONCRETE [J PRE•STRESSED CONCRETE 0 REINFORCED MASONRY ["::C 2 2 1983 Ll STRUCT. STEEL ASSEMBL y D REINFORCEO GYPSUM LJ .GLUE• LAM. FABRICAT-ION Ix} OTHER . .-D PILE DRIVING ···1iJ£:iiD-LNG-····· ........................ . aull .. OING PERMIT NUMBER! . 83-279 I 83-279 ARC:HITEC:T CONWELL MID MARSHALL. GENERAL.C:ONTRAC:TOR TI-ill KOLL COMPA11Y C:ON TR. DOING REPORT EC WORK ED F...Aw1CINS WELDING L.A&. RECEIVING • TESTING C:ONSTR. MAT•1...·sAMPLES PROFESSIOrmL REG!STBRED INSPECTIONS. INC INSP'N .. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPL.ES T.AK~N. WORK REJECTED, J.08 PROBLEMS, PROGRESS, REMARKS, ETC. INC:L.UOIES INP'ORMATION ••ouT-AMOUNTS opr MATIERIAL. PLAC:£0 QR WORK PC .. P'QRMED; NUM81t .. , TYPlt, • 101tNT, NO'S, OP' TEST SAMPLES TAKIEN; STRUCT. C:0HNIECT10NS (WIEL.'OS MADE, H,T, BOLTS TORQUED) CHECKED; ETC. 12/07 Inspected welding on overload panels at North end of Buildin~ '!F", as per engineer's attached changes, Detail a/~7. WELDER: CARRY Jo1msou : CERTIFICATION# 3989 ' 12/08 Inspected remaining welds on detail stated above. Welder same as above. CERTIFICATION OF COMPLIANCE I "-GV cenify Ulat I haff i....-,:ted all ·of ma -aDOff reported woric. UnlNI otherwiM noted, I haft found 1flis woric to comply wi1fl 1ha appr.owd plaN, ,pecificati-•. Mld appticaola -1ii:NII of the ...,_ -int buiidint laws. V / ' 17 SUP.ERVl:SOR s,,''-"AruAIE o..-R1tG1sT 11:0 INSPEC:TOR 1./09/83 SD 84 CATE 01'" REPORT REG!STEP NUM8£_R .• -~ . I RUI L.-'vlUnllJ. RLUlv I L.UL.U ll~..J[" .L\I ._I IU11..J, 11111. San Diego, California .92"111 Phone 292-0660 ·INSPECTORS WEEKLY REPORT . No. 3240 I FOF!-WEEK l"L16 . £1'11:>ING ON ..••••. ~ •. , •• ; .. •••••••••••••••••-•••, lJ}.J~ COVERING WORK PE'Rl"ORMED O 'REINFORCED CONCRETE ,WHICH .REQUIRED APPROVAL BY .o PR-~•STRESSED CONCRETE L1-sTRucT. STE-EL ASSEMBLY LJ GLUE• LAM. l"ABRtCATION T,HE SPECIAL INSPECTOR OF O REINFORCED· lilASONR'Y 0 -REINFORCED GYPSUM [) OTHER Ci PILE 0R1v1Na •• :wELnn-rG .. ~ .. nO.OF.I:r:tG ..... . .JO·a A00R'ESS 2ioo RUTHERFORD ROAD &UIL,DINCi PE'RMI T NUMBER' PLAN FILE NUMBER 83~211 I 83-211 .O.WNER OR P'RO.JECT NAM& ARCl-jlTECT THE KOLL COMP Ai.TI CONWELL AND MARSHALL CONS TR. MAT'L., ITYPC, GRADE, CTC,-1 DESIGN STRENGTH ,·SOURCE O'R MFGR. ENGINEER -JOHN HANS-KAHN AND ASSOCIATES . VTT.Tl.'._ . ..,. #7018 WELDING ROD FQITB J.AYEB BUILT UP ROOF As PER ,JOHN MANSVILLE SPEC fl 4GNC THE KOLL COMPANY CONTR, COIN'G REPORTED WORK SAAFCO WELDING AND HESS ROOFING LAB, RECEIVING • TESTING CONS:TR, MA T'L, SAM PL £5 INSP'N. DATE LO~ATIONS OF WO-RI< INSPECTED, TEST SAMPLE_S T'AKEN, WO'RK REJECTED, JOB PROBLEMS, ,PROGRESS, REMARKS, ET·c. INCI.UDll:5 INl"ORMATION A&OUT -AMOUNTS 01" MATERIA:1. PLACED OR WORK PERl"ORMEDI NUM8ER. TYPE,• IDE~T. NO'S. 0 .. TEST SAMPLES TAKEN; STRUC:T, C:ONNE.C:TIONS· IW~i.DS·M·ADE, H,'T. &OLTS TORQU£Dl CHECKED; ETC:. .,., 12/12, 12/13 12/14 12/15 12/14 Inspected. placement of roofing material Inspected placement of roofing material Inspected placement of roo~_ing material Inspected placement of roofing-material Building D. : Inspected welding of angle iron braces East walt, Bldg. D. WELDER: JOHN SKALOCKY CERTIFICATION II .14-2475 - CERTIFICATION OF COMPLIANCE on second quarter of roof on Bldg. D. on third quarter of Bldg. D. on last quarter of roof on Building D. on parapet walls and sealing all edges :-'. from wall weld plates to glue lam -beam_s, ... ... ~ ' I h~•bv eartify -ttlat I hai,e inltMCt•d ·11!1 of die ae.o.a repo~ -SC. Uni-otnerwiM noted, I haft found this woric to .comply with 1he actpr~ plans, -.pacific:ationa, and applicable :NCli-of the pem- int buildint 1.-.. ~ SIGNATURE 6F RE'C:.ISyoi'E~ INSPiC:TO'R SUPERVI;jUK / J 2/J 6/83 SD 84 . CA.TE OF RE:PQl'IT REG!.STE11 NUM'lllER . ·:,. . .-~ . . .. . . - ' ' .rftU'ft.~~IUnl\L 11:c.tu~ I ·C.RC.U 1n~rtli I tun~' IAl,. San Oi"9Q, California 92111 Phone 292-0660 '. tNSPECTO.Rs ·weEKL v REPORT N~. 3240 I ~~~1~~EtN .•••••• !.~.!.!.~ ....................... 19;~~ COVERING ·WORK PER,.ORMED WHICH ,REQUIR'ED APPROVAL BY THE SPECIAL INSPECTOR OF 2200 RUTHERFORD ROAD 0.WNER OR PROJIEC:T NAME THE KOLL CO. 0 REltotFORCED CONCR~T£ 0 PRE•STRESSED CON.CRETE 0 REINFORCED MA'SONRY I...] STRUCT. STEEL ASSEMBLY 0 REl~.FORCEC GYPSUM 0 PILE DRIVING LJ ~LUE• !:.AM. FABRICATION []I oTHER .... R.OQF.IllG ...................... .' ...... . BUH.DING PERMIT "'UMBER! Pl.AN FILE Nl,IM8ER 83-178 I 83-118 ARC:HITEC:T CONWEI..L AND MARSHALL C:ONSTR. MAT'L,.ITYPIE, GRADE,.CT·C,l DESIGN STRENG TH [-f~C:Hffl~_FGR. ENGINEER r VILLE KAHN AtID ASSOCIATES G'ENE·RAI.. CONTRACTOR JOHN MANSVILLE GLASS FELT FOUR PLY BUILT UP ROOF THE KOLL COMPANY INSP'N. DATE 12/16. ... ... CON TR, ·ooJNG REPORTED WORK HESS ROOFING CO. LAB, ·RECEllflNG • TESTING CON.STR, MAT'L, SAMPLES .PROFESSIONAL REGISTERED INSPECTIONS,INC, LOCATIONS OF WORK INSPEC,TEC, TEST SAMPLES TAICl;'.N, WORK REJE;CTEC, JOB PROBLEMS, PROGRESS, REMARKS, ETC,. ,INCLUDES INl'ORMA TION ABOUT -AMOUNTS 01' .MA TERI AL PLACJt!) .QR WORK PERl"ORMEOl NUMBER, TYPE,• IOEN T, NO'.S, OF TEST SAMPLES TAKEN; STAUCT. CONNECTION~ (WEL'?~ MADE. -H.T. BOLTS TORQUED_) CHEC:K·Eo; ETC. . .. Inspecteg. starting of placement of glass base as per John Ma,nsville Spec fl4GNC on Bldg. E. . . .. -.. •' . . . . -.. . ' . . , . ... ' .. ·" '.'! CERTIFICATION OF COMPLIANCE I ·hanby certify that I have intitMcted •I of the ebove·reponed wottc. ·uni-otherwiM noted, I heve found 1hil woric · io ~ompty with UM approwed plaN, specific:at~. and ·8'1111icatu -1i-·Of die ,gowem- ine· buildint laws. SUPERVIS'OR SIC.NATURE O I" ,-1£GI.STE¥'0 INSPEI? TOR 12/16/83 / SD 84 .• .... ·-· . . .... ' ' DATE 01' REPOR'T ·, REG!S1"E11 NUMBER .I nwa 1.vv1unn1. H .. ~.HV 11.u,-1,1 • ...,._,,, &.U' I IUII"' t IIU,I • ~.n u1ogo, t;aurornia 92·111 Phone 292·0660 ·1NSPECTORS WEEKLY REPORT No. ~240 'f FOR WEEK I ENOING <:)N .•••• .121.Z:L .................. _., 1~} CO:.rERIN'G WORf( P£Rl'"ORME!) WHICH REQ.Ul,,EC APPROVAL av T·HE SP.ECIAL INSPECTOR OF 0 REINFORCED CONCRETE ·O PRE•STRESSED CONCRETE I=l REINFORCED MASONRY ll STRUCT. STEEL ASSEMBLY ·D REINFORCED GYPSUM 0 PILE DRIVING LJ GLUE_; LAM. 'FABRICATION [JoTHER ROOF:I:NG .. .AND ... WEU)IN.G ... JOS AOORESS BUIL.OING P.ERMl'T NUM~l::RI PL.AN FfL.E NUMBt;;R .. 2200 RUTHERFORD ROAD 83-178 I 83-178 OWNER OR PROJECT NAME THE KOLL COMP ANY _ CONWELL AND MARSHALL CONSTR.MAT'l., ITYPE, GRAD£, ltTC.J DESIGN STRENGTH ISOURC£-OR· MFGR. ENGINEER -. . JOHNS. MA.i.WlL ,E KA..tffi AND. ASSOCIATES G£NERAL. CONTRACTOR WELDING ROD /#8018; WELDING ROD ff 7018 an_d 117080 THE KOLL COUPANY CON TR, DOING REPORTED WO'RK JOHNS MA!ISYU,LE EOJIB-PI:Y GLASS FELT BUILT-UP ROOF, t-:--:-::--:S::-:A=-:F::-:F:::-C:-:-O:-:-:-::WE:-:-·L-=D=IN::":G~""".&~H..;;E~S~S_.;.R~O...,O~F_I_N_G __ ,___-1 LAB, RECEIVING • TESTING CONSTR, MAT'L, SAMPLE$. SPEC ll4GNC PROFESSIONAL REGISTERED INSPECTIONS, INC. INSP'N. DATE 12/19 12/19 12/20. 12/20 12/21 12/22 12/22 .. .... LOCAT·IONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC, INCLUDES INFORMATION ABOUT -AMOUNTS OF MA, TERIAL. PL.ACED OR WORK PERFORMED: NUMBER, TYPE,• 10ENT,.NO'S. OF TltST .SAMPL.ltS TAKEN; S'TRUC:T, CONNltCTIONS lWE.\:,OS MADE, H.T. !IOLTS TORQUED) CHECKED; ETC:. Inspect~d placement of two layers of glass ply_ felt on Northwest Section of Bldg. E. Inspected welding .of angle iron b~aces from weld pla,tes to beams on East and South walis of Bldg. E with i/8018 .. weldi~g rod being used. . . Inspecte9 placement of cap on'four-ply at Southwest end of Bldg. E as per John Mansville Specs //4GNC. Inspected welding of angl~ iron braces from weld plates in wall to roof beams on South end of Bldg. E, U7018 welding rod being used. WELDER: JOHN SHALOCiCT CERTIFICATION NO. 14-2475 Inspected placement of fiberglass base and two layers of glass ply .on Southeast end of Bldg. "E" and glass base .on -Northwest portion. Inspected placement of roofing material. cons.ist±ng of two ply oil one base ox::. North end of Bldg. E as per John Mansville specs· #4 GNC. Inspected welding ·Of 8 X 4 angle braces on North and West end of Bldg E w;i.th U7080 welding rod being used. 0', : WELDER: SAME AS ABOVE CERTJFICATION OF COMPLIANCE ,J h••by cer1ify that I haw• i~lld ·all of the •bov• repon.d woril. Uni-otherwiM notlld, I haw• f.ound this ·wortc to comply widl the .8PfH'Owed p4arw, ,._:ificaciona, ·and applicable NCti-of the ·to!f..,.,_ .~ >..,.. SIGNAT~lt OF RltGl~ltl'IED_ INSPEC:.TQR SUPEIWISOJ:f / in,~ildint,laws. . 12/23/83 SD 84 DATE OF 'REPO"T.. REG!STIEP NUM~ER --'. . .. . ~ ... ~ ..... '; .... ·-. t i ' \ . , I UVI l.ww1Ul11H. RI.Uh.I I I.HI.U U1vl I.II, I -IUl1v., 111\I. San Diogo, California 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT No. 3240 1.-~~~l~~~N ...... .t.?.!.~.~ ................... : .. , 19~.~ .COVERING WORK PERl'ORMED D REINFORCED-CONCRETE WH.iCH R£QUI.RED APPROVAL aY -o· PRE-ST'FtEssto co·HcRETE Ll .'STRUCT, S:TE·EL ASSEMBI. y LJ GLUE:_ I.AM. FABRICATIO'N 0 REINFORCED GYPSUM oo· OTHER THE SPECIAL INSPECTOR OF O REINFORCED MASONRY O Pl':-£ _DRIVING -W.ELD-IN,G ........•....••••••....••...•...• JO a A 0.0 ~£SS 2200 RUTHERFORD ROAD, CARLSBAD auil.CIN"C. PERMIT NUMBER! P\.AN FI\.E NUMBER 83-179 _ · I 83-179 OWNER OR PROJECT NAME . ARC.HI TEC T THE KOLL COMPANY CONWELL AND MARSF.ALL CONSTR.MAT'·I.., (TYPE, (.RACE, II.TC,) DESIGN STRENGTH 'SOURCE OR MFGR'. ENGINEER KAHN AND ASSOCIATES OCSCl'lleE MAT'I., (Ml.JI DII.SISN, IIC•SAII QIIAOC • Ml'C:11., WCLD•IIOO, ETC,I GENERA\. CONTRACTOR 1/7018 WELDING ROD THE ~OLL COMPANY CONTR. OOINC. REPORTEO WORK SAFFCO WELDING . \.AB. RECEIVING ... TEST-INC. CQNSTR, MAT'\.., SAMPLES INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC, INCLUDES INFORMATION AAOUT -AMOUNTS OF MAT'ERIA\..·PI..ACf;O QR WORK PERFORMED; NUMBER, TYPE,• IDENT, NO'S. OF TEST SAMP\._Es TAKEN; stRuc;:T. CONNECTIONS 1WE!,.DS MADE, H. T. 1901.. TS T,ORQUEDI CHECKEO; ETC. 12/21 Inspected welding 0£ 4 x 4 angle iron braces from weld plates in wall to roof beams on both West· and North end~ of ~ldg. F. WELDER: JOHN SHALOCKY CERTIFICATION NO. SD 14-2475 CERTIFICATION OF COMPLIANCE I h••by certify 1h1t I have iNtMCted all of the above reponed wortc. Uni-otherwi• noted, I have fCM.1nd this woric 10 comply widl ~ 11Jp,o'ffd plans, ,~ecificati-, and ~licabfe ~-of di• gowem-. int buildint· la,in. •. ,.__ .. _ . ..: . ' ' ' ' . SUfERVISO:l:t:::::. --· ,._,_,, ' r / OAT,£ OF RE:POflT 1'1£G!S!"£11 NUM9ER 'PROFESSIONAL REG:STEREO 1N_SPECTtONS. tl'-4C __ _,. ~ convoy courc. ••"-a,evo. ce1,1fc,rnte s2111 INSP!CTIONI • THTING • ENGINHAING T!IT REPORT : I JOI NO . 3240 .A>e _________ c_A_R_L_SB_A_D_RE_S_E_AR_C __ H_CE_N_T_E_R ___________________________ _ 4DORUl _____ -2_2~0_o_R_U_T_H_E_RF_o_~_D_D_R_I_V_E _______ ,..ONl~------------- ·-1f1 THE KOLL COMPANY -THE KOLL COMPANY vnn --------------------------CONTRACTOR----------------• <:L.IENT _____ T_H_E_Ko_L_L_co_M_P_A_N_v ________ ENGINEER ___ KA_H_N_A_N_D_A_ss_o_c_,_AT_E_s __ _ CONWELL AND MARSHALL CITY OF CARLSBAD ARCHITECT--------------------ILDG. AUTH. -------------- 1 tNSPlc;TOII ED WANGENSTEIN -PERMIT -NO. S]-27if PLAN FILE &3-27,:. j, ! FIELD IAWLE OF: Concrete LOCATION OF SPECIMEN IN JOI OR STRUCTURE: TILT UP PANELS MIX HO. 52-5080G MADI IV ED WANGENSTEIN ,ftOl'OftTIONS_,_5-i,_4 __ SK__,-______________ SLUMP 411 • 4DMIXTUAE -45 Gal water. 25,S Lb. Davis 6804 POZZ 3'4'0ATI MADI __ 1_1..,-,_03_':"'_8_3 _______ _ -,,e OF CEMENT ____ 11 ___________ ....,. __ -DATI-fllCEIVID .. 1-;;l.-..,o ... 4-.... 8_3 __________ _ QONC.IUPPLIER PRE-MIXED CONCRETE CO. PALA 111 IOURCI 011 ftOCK --------------- tCKET NO. 016705 INSPECTOR SIGN ED WANGENSTEIN LA80ftA]'OftY TUT DATA .-111T10 11&¥11 #ECIMEN MARKINGS _;JATE TESTED "'IIA -SO. IN. lt.TIMATE_LOAD -LBS. -,IT STRESS -PSI APECIFIEO STRENGTH • 28 DAYS -_PS1 -· ,~ 11T,U8UTION: The Ko 11 Co. City of Carlsbad P~e-Mixed Concrete Co. ' ' ;nAft ft&.YI •Mft DAft 44818 44819 44820 ll-10 12-01 HOLD .-. •" 28.28 72000 2545 JQQO j, ! -----P~OFESSIONAL :REG:STERED 1NSPECT1CNS. iNC 78~ corwoy courc. ·••" d••oo. ·ca~forns• ·9;i•t11 INSPECTIONS • TESnNG • ENGIN!:EAING TEST. REPORT JOB NO. 3240 JOI ... ______ ......;C::.A,;,;.;R;,;::.L;.;SB~A~D-R;.;.;E;;.;S.;.·E;.;.AR;.;.;C;.;.H....;..CE;;;.;.·.N.;..;.T_E __ ~ ____________________________ _ 4DDRESS ___ ...;2;;,;;2;;.:;;o..;;.o...;R;.;.;U;..;;T...;H.;;;.ER __ F...;O...;R~D-D __ R_I_V_E ________ PHONE·-------------- 4'WNER _____ T __ H_E_K_O_L_L_c_o_H_P_AN_Y _________ CONTRACTOR __ TH_-_E_K_o_L_L_c_o_H_PA_N_v ___ _ '-'LIENT _____ T_H_E_KO_L_L_C_OH_P __ A_N_Y ________ ENGINEER ____ KA_H_N_A_N_D_A_ss_o_c_1_AT_E_s __ _ ARCHITECT ____ c_o_NW_E_L_L_A_N_D_HA_R_S...,HA_L __ 1,. __________ .LOG~ AUTH. __ c_,_.TY_o_F_cA_R_L_s_eA_D _____ _ FIELD SAMPLE OF: ED WANGENSTEJ-N Concrete PERMIT NO. 83 -279' ftLAN FiLE a3-z;t LOCATION OF SPECIMEN IN JOB OR STRUCTURE: TILT UP PANELS MIX NO. 52-5080G MADE BY ___ ED ___ W_AN=G_EN;;.;.;;.;ST;.;;E;,;;;I;,;;,;N _______ _ ;1'fl0PqRTl0NS ___ 5___,;4 __ sK ___ ..,... ______________ sLUMP •. ----4 ... '_' ---------- ~MIXTURE 45 Gal water, 25.5 Lb. Davis 6804 POZZ 34i0Atl MADE __ 1_·1_-_03_-_8_3 _______ _ ....,,,. OF CEMENT ____ II _______ ....,. ___ ....., ___ DATE RECEIVED ...;1;;,;;1;...-..,04.;..-..;8_3 _______ _ -~. SUPPLIER PRE-MIY.ED CONCRETE. CO. . SO~Rc& OF ROCK _P_.AL_A_ ..... 1 ... " _______ _ 016705 ~ITDTID· DAft. ~C1MEN MARKINGS .1ATE TESTED '-·11EA -SQ. IN. ~ TtMATE LOAD -LBS. ' ' "'tlT STRESS -_PSI ~ECiFIED STRENGTH • 28 DAYS -PSI •. _1 ' : .:ST·RtaUTION: The Ko-11 Co. City of Carlsbad Pre-Mixed Concrete Co •. INSPECTOR SIGN :'ED W.ANGENSTEIN' LA80RA~RY TEST DATA 70AYI DAVI • 11'1.&fl DAW 44818 44819 44820 11-10 12-01 UOLD ·" 28.28-28.28 : 72000 88000 _ A , " Mi'JA 2545 3110 JQQQ -----PROFESSIONAL REG:STEREO 1NSPECTIONS, j~C 78~ convoy courc. -n d•ego, ca1ifor-nie S.!111 INSPECTIONS • TESTING • ENGINEERING ,:~ nsr REPORT . ._. JOI NO. 3240 JOI .... -------· ,;;,;CA.;;,;,R,;;;;;L;,.;.S;.;BA.;.;;D;....;.;.RE~S~E;;..A,;.;.RC.;..H_C.;;.EN_T_E_i\ _____________________ _ ADDRESS ___ ...;2;;..2..;.o_o...;.R.;...U_T_HE_R_F_OR_D __ ._D_R_IV_E_~----PHONE-------------- OWNER THE KOLL COMPANY CONTRACTOR __ T_HE_K_o_LL_c_o_HP_A_N_v __ _ • ·cuJNT ______ T_H_E_K_O_L_L_c_o_M_PA __ N_Y ________ ENGINE~R __ .. _KA_H_N_A_N_D_A_s_s_o_c_lA_T_E_s __ · · CONWELL AND MARSHALL CITY OF CARLSBAD ARCHITECT· . ILDG. AUTH. ------------ INSPECTOR FIELD SAMPlE OF: ED WANGENSTEIN CONCRETE MIX NO. 52-5080G liROPqRTIONS 5 • 4 SK ll'ERMIT NO. . 83-27" PLAN FILE 83-279 LOCATION OF SPECIMEN IN ,108 OR STRUCTURE: TILT UP PANELS BLDG. "F" MADIIY ___ En_w_AN_GE_N_S_T_E_IN _____ _ .. SLUMP ____ 4_-_1_/2_'_' ------------• ADMIXTURE 15 gal. water, i>QZZ 344, 25.511 Davis sao4 QATI MADI __ 11_/_0_4_/8_3 _________ _ n-,1 OF CEMENT ____ r_I ______________ . DATI RECEIVED ~-... 11 .... /_o_7_/B_3;.... _____ _ CONC. SUPPLIER ____ fR_E_-_M_IXE_n_c_oN_c_R_E...,TE_c_o_._. _________ $0URCI Oft ROCK _P_.AL_A_l_'_' -------·- ,':ICKET NO. 016860 aa•TDTID DAft SPECIMEN MARKINGS OATE l'ES't!D AREA -SO. .IN. .ILTIMATE LOAD -LBS. .MIT STRESS -PSI -. ··ECIFIED STRENGTH. •:1 28 D~YS -PSI ... ·p1_1TAfaUTION: The Kol I Co. Ct ty of Carlsbad Pre-Mixed Concrete Co. .. INSPECTOR SIGN ED WANGENSTEIN LA80RATORY TEST DATA .. 7DAY8 DAft •DAft DAW 44835 44836 44837 11-11 12-02 HOLD ... 28.28 , . 69o'OO 2440 JOOO PROFESSIONAL REG:STEREO 1NSPECTIONS. INC. ----1 789:5 COf"IVOY c~ -" d,eoo. ca•,fo~ _ s2111 INSPECTIONS • TESTING • ENGIN~EAING ·{~ TEST REPORT PHONE 292-0eeo JOB NO. 3240 -CARLSBAD RESEARCH CENTER ""-'lit ______ ......,;~..;._ ...... ____ ~-----~----------------- ADORESS ___ ~2~2~o~o~R~U~T~H~ER~F~O~R-D_D_R_I_V_E ______ PHONE _______________ _ ·OWNER ______ T_H_E_K_O_L_L_c_o_H_P_AN_Y ___________ coNTRACTOR __ TH_E_K_o_L_L_c_o_H_PA_N_Y __ ;.__ • CLIENT _____ T_H_E_Ko_L_L_co_M_P_A_NY ____________ ENGINE~R ___ KA_H_N_A_N_D_A_ss_o_c_1_A_TE __ s __ _ • CONWELL AH.D MARSHALL CITY OF CARLSBAD ARCHITECT __________________ ILDG. AUTH. ------------ INSPECTOR FIElD SAMPLE OF: ED WANGENSTEIN -PEflMIT NO •. 83-279 CONCRETE LOCATION OF SPECIMEN iN JOB OR STRUCTURE: · .TILT UP PANELS BLDG. "F" MIX NO. ___ s2_-_s_o_80_G ____________________ MA0& BY ___ ED_W_AN_GE_N_s_T_E_IN _____ _ ,ROPQRTlONS 5 • 4 SK SLUMP ____ 4_-_1_/2_" _________ _ • .. . . . . ADMIXTURE 15 g_al. water, POZZ 344, 25.5/I Davis 5804 DATI MADE __ l ... l/_0_4_/_83 ________ _ ml OF CEMENT __ I_I ________________ . DA,.. RECEIVED _,.11_1_o_7 /_8_3 ______ _ ·CONC. SUPPLIER PRE-MIXED CONCRETE ·co. SOURCS OF ROCK _P_._ALA __ 1_" ________ _ . s,':!CKET NO. 016860 INSPECTOR SIGN ED WANGENST~IN .aaaTISTID DAft 5P£C1MEN MARKiNGS OATE TESTEO. ,APIEA -SO. 1.N. ULTIMATE LPAO -LBS. _..IT STRESS -PSI -. 5PECIFIEO STRENGTH ~r 28 DAYS -PSI . OISTJ!IBUTION: The Ko I l Co. City of Carlsbad Pre-Mixed Concrete Co . . ' LABORATORY.TEST DATA 70AYS DAft ' 4483.5 11-11 28.28 .. 69000 .. 2440 --YI DAW 4"4836 44837 12-02 HOLD i8.28 ' 96000 70 3395 .. 3000 . PROFESSIONAL REG:STEREO tNSPECTIONS. 1~C __ _,,. 7199!5 convoy c~c. • .,, d••vo .. c111tt0f"f"II• s2111 INSP!CTIONS • TESTING • ENGiN!EAiNG UST REPORT ~ J09 NO. 3240 JOl-------~CA.;.;.R..;;L_se_A_D_RE_S_E_A_RC_H_C~EN_T_E_R ______________________ _ -~DAISS ___ ...;2;;;,;;2;.;;,o.;;.o...;R...,;;U.;.;.T.;.;.HE;;,,;R.;.;.F.;.;.O_RD~D-R_IV_E ______ PHONE-------------- OWNER THE. KOLL COMPANY CX>NTRACTOR ---------.-----------------------THE KOLL COMPANY CLIINT _____ T_H_E_K_oL_L_c_oH_P_A_N_Y _________ ENGINE~R ___ KA_H_N_A_N_o_A_s_s_o_c_, A_r_e_s __ CONWELL AND MARSHALL CITY OF CARLSBAD AftCHmCT --------------------· 1-.DG. AUTH. --------------- . ED WANGENSTEIN PERMIT NO. . a3-J77 PUN FILE 83• l77 FIELD SAMPLE OF: CONCRETE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: ·polJR STRIP, BLDG. "D" MIX NO. 51-2106 . MADI IY __ ED_·_W_AN_G_E_N_ST_E_I_N _______ _ ,Ro,qRTIONS __ s_._o_s_K ______________ .,UM, •. ____ 4_"_·; ----------... ADMIXTURE .. __ 1_o __ GAL ____ w...,.AT_E_R ______________ DATI MADI __ 11_-_0_9-_8_3 __________ _ n'N OF CEMENT ___ rr _____________ DATI RicEIVID _11 ... -_1_0_-8_3 ________ _ C0NC. SUPPLIER PRE'-MI:x'.ED CONCRETE CO. .::iacET NO. 72660 IOURCI o, ROCK ---------- tNSPICTOft SIGN ED WANGENSTEIN LAIIORATORV. JUT DATA &aaTaTID DAft IPECIMEN MARKINGS OAT&TEST!D AflEA -SO. IN. .IL TIMATE LOAD -LBS. ~IT STRESS -PSI ftCtFIED STRENGTH •· t 28 DAYS --PSI ~ C,1STAl8UTION: The Ko 11 Co. Cf ty of Carlsbad Pre-Hi~ed Concrete Co. 7DAft ' nan •na,,. lLDAft ·44on, . /,/,Qn'> 44Q01 .. 11-16 1 ?-07 HOLD 28.28 ·57000 2015 :.HlOO PROFESSIONAL REGISTERED INSPECTIONS. INC. PHONE 292-0e80 __ __,. 78~ co,..voy court:. .. " d••oa. caiefi:>rnt• 9.!11.1 (~- INSPECTIONS • TES_TING • ENGIN~ERING ,'4t TEST R.EPQAT J09 NO. 3240 j()S _______ C_A~~-L_SB_A_D_R_E_S_E_AR_C_H __ CE_-N_T_.E_R ______________________ ~ 2200 RUTHERFORD PRIVE · · · .ADDRESS------------------------PHONE ______________ _ ·OWNER _____ T_H_E_KO_L_L_c_~M_P_A_N_Y _________ CONTRACTOR __ TH_-_E_K_o_L_L_co_H_P_A_N_v ___ _ CLiENT _____ T_H_E_KO_L_L_co_M_P_A_N_Y ________ ENGINEER ___ KA_H_N_AN_o_A_ss_o_c_,_A_TE_s __ _ · CONWELL ANO MARSHALL CITY OF CARLSBAD ARCHI_TECT -------------------81.DG. AUTH. ___________ _ INSPECTOR FIELD SAMPLE OF: ·. . ED WANGENSTE J·N PERMIT NO. 83-177·-:-PLAN FflE 83-177-- CONCRETE LOCATION OF 'SPECIMEN POUR STRIP, ·BLDG. "D" IN JOB OR STRUCTURE: MIX NO. ____ s1.,.-_2_1_b_6 _____________ MADE BY __ ED_w ..... AN_G_E_N_s_TE_I_N ______ _ tl'ROPQRTIONS __ s_s_K _____________________ . SLUMP_, ___ 4_" ___________ _ .40MIXTURE __ 1_·0_·..,.g_a_l_. _w_a_t_er ___________ DATE MADE __ 1_·1_/_10_/_8_3 _______ _ :rv,e OF CEMENT __ r_r ______________ DATE RECEIVED .__,_1_1_11_0_1_s3 _______ _ PREMIXED CJNC. SUPPLIER ---------------SOURCI OF 'ROCK _________ _ .-,':ICKET NO. 72660 MIi TIITID DAYI 5PECtMEN MARKINGS OATE TESTED · .. .AfllEA -SQ. IN. ~LTIMATE LOAD -LEIS. ~IT STRESS -PSI 5P£CIF-IEO STRENGTH i-.f 28 DAYS -PSI .. CitSTAIBUTION: The Ko-1 t Co. City of Carlsbad Pre-Hi~ed Concret~ Co. INSP!CTilR SIGN ED WANGENSTEIN bA_80RAT0RV TEST DATA 70AYI ' DAYS •DAn. H DAYS .. 44902 44903 44901 11-17 12-07 HOLD 28.28 41000 1450 .. .xOOO PROFESSIONAL AEG:STEREO :tNSPECTtONS. ·1NC. __ __. ~ C:O"VOV -ccur-t. san d•et;c, caitfornea s:2111 ,..,.... INSPECTIONS • TESTING • ENGIN!EAING * PHONE ffl-0880 TEST REPORT JOB NO. 3240 JOti _______ cA_R_L __ S_BA_D_R_E_SE_A_R_C_H_c_E_N __ T_E_R _____________________ _ -ADDRESS ____ 22_o_o_R_UT_H __ E_R_F_OR_D_D_R_I __ VE ________ PHONE-------------- ·OWNEA _____ T_H_E_K_OL_L_C~O_HP_A_N_Y __________ coNTRACTOR __ T_H_E_K_o_L_L_c_o_H_PA_N_v ____ _ . CLIENT--____ T_H_E_Ko_L __ L ___ c_oH_P_A_H_Y ___ ......, ______ ENGINEER ___ KA_H_N_A_N_D_A_ss_o_c_1_AT_E_s __ CONWELL AND' MARSHALL CITY OF CARLSBAD ARCHITECT------------------llDG. AUTH. ------------- INSPECTOR FIELD SAMPLE OF: ED WANGENSTE i-N CONCRETE PEnMIT No. 83-177 PLAN FttE 83-177-- LOCATION-OF SPECIMEN POUR STRIP, ·BLDG. "Du IN J08 OR STRUCTURE: MIX NO. ____ s_1-_2_1_0_6 _____________ MADE BY _ED __ w_AN_G_EN_ST_E_I_N ___ __,;. __ _ SR ~ 'R0PQRT1ONS __________________ SLUMP •. --------------- .ADMIXTURE ___ io_·_g_a_l_. ___ w_a_t_er ________________ 0Att MAOE __ ·1_1_/1_0_/_8_3 _______ _ •. t :TYPE OF CEMENT __ r_r _______________ DATE RECEIVED _ .... ·1_11_1_0_1_a3 ______ _ · PREMIXED (XJNC. SUPPLIER-------------"'---------SOURCE OF R~ClC _________ _ -. ,-::ICKET NO. 72660 .&alTUTID DAYI SPECMEN MARKINGS OATE TESTED .AflEA -SO. IN. ~L TIMA 'TE LOAD -LBS. iNIT STRESS -:-PSI •' 5PECtFIED STRENGTH i..f 28 DAYS -PSI . -C,ISTAIBUTION: The Ko 11 Co. City of Carlsbad Pre-Mixed Concrete Co. ' . . ;ED WANGENSTEIU INSPECTOR SIGN f,AIIORATORY.TEST DATA 70AYS OAVS •na.,. 44.901 44902 11-17 1.2-07 .. 28.28 . ?i:l. ?i:l 41000 _104000 1450 . -3675H/,K ~000 . H DAW 44903 HOLD ' __ ....,. 'PROFESSIONAL REGlSTEREC 1N$PECTIONS. INC .. ?'S9:5 cor,vay couc-c. ...-; .a,ec;o. ca1tforn-• 9c!111 INSPECTIONS • TESTING I! ENGIN~ERtNG _ T!ST REPORT . PHONE 212-0880 3240 ~ , I • • .._,..,_L. J ~ .. ~~) ..., .... ~------...;,;CA;.;,;R.;,;;.L;.;S.;.B;..;..AO;;....;.R_E_SE_A_R...;C_.H_C~E-N_T_E_R~----:------------------- 2200 RUTHERFORD DR I VE __,ONE -ADDRESS·---------------------rn -------------- OWNEA----~T~H~E_K~O~~~L_C~O_M_P_A_NY ___________ CONTRACTOR __ T_HE_K_o_L_L_c_o_H_PA_N_Y ___ _ . CUE .. T THE KOLL COMPANY ENGINEER _____ . KA_H_N_A_N_D_A_s_s_o_c_tA_T_E_s __ CONWELL AND MARSHALL CITY OF CARLSBAD ARCHITECT--------------------ILDG. AUTH. -~---------- INSPE(:'t'OR FIELD SAMPLE OF: E·D WANGENSTE IN CONCRETE PERMIT NO. &3•277 PLAN Ft(E 83•277 LOCATION OF SPECIMEN IN JOB OR ·sTRUCTURE: TILT UP .PANELS, BLDG. "G" MIX NO. _____ 5_2_--5_o_ao_G __ ...... _____________ MAOE BY ED WANGENSTEIN t1'ROPQRT10NS ___ 5_. 4 ___ S_A_CK __________ ......,. ___ SLUMP. 4-1/2'' •. • P0ZZ 344 ADMIXTURE __ l_5_ga_l_._wa_t_e_r_,_2_5_ .• _5_.l_.b_. s_._·n_a_v_i_s_B_0_.8_4_, ___ DATE MADE __ 1_·1_/_0,_9 /_8_3 __________ _ . . . . ·. nPE OF CEMENT ___ I_I_-_· _l __________ , DATE AECl;fYED ... 1 ... 1./_1°6_/,.;;,83;;._ _____ _ CONC. SUPPLIER PRE-MIXED CONCRETE° CO. -. SCURCI OF ROCK ...... PALA......., ....... 1_" ______ _ · :i-:ICKET NO. 017692 .-naTISTID DAY9 5P£ctMEN MARKINGS OATE TESTED -.AftEA -SQ. IN~ !JLTIMATE LOAD -LBS. ~IT STRESS -PSI :&PECIFIED STRENGTH •f 28 CAYS -PSI CIISTfllBUTION: The Ko 11 Co. City of Carlsbad Pre-Mixed Concrete Co. INSPECTOR SIGN ·ED WANGENSTEIN LA90RATORY TEST DATA '7 DAYS DAYS • n.an R OAV9 - 44949 44950 44951 11-16 12-08 HOLD 28.28 ' 57000 . .2015 3000 - l ; i. i INSPECTIONS • TESTING • ENGINi.£~1NG DEC 1 3. 1983 CARLSBAD RESEARCH CENTER J09 ______ ...... __________________________________ _ 2200 RUTHERFORD DRIVE ADDRESS ___ ....;;~.;....;.,__ _______________ PHONE----------------- ·OY(NEA _____ T_H_E_K_OL_L_c_o_MP_A_N_Y __ """!"-_______ CONTRACTOR __ T_H_E_K_o_L_L_co_M_P_A_N_Y ___ _ . CLIENT _____ T_H_E_Ko __ L_L_co_H_P_A_N_Y __________ . ENGINEER ___ KA_H_N _A_N_D_A_s_s_o_c _1 A_T_E_s __ CONWELL AND MARSHALL · CITY OF CARLSBAD ARCHITECT -------------------------BLDG. AUTH. -------------- INSPECTOR ED WANGENSTE IN PERMIT NO. 83-277 PLAN Fite 83-277 FIELD LOCATION ·OF ,SPECIMEN SAMPLE OF: CONCRETE IN JOB OR STRUCTURE:· TILT UP PANELS, BLDG. "G" -MIX NO. · 52-5080G . MADE BY ED WANGENSTEIN t'ROf'qRT10NS ___ s_.4_S_A_CK ________ ......, _______ SLUMP 4-1/2" .. • POZZ ·344 • ADMIXTURE __ l_S ___ g_a1_._w_a_te_r_,..,._2_s ... s .... _l_b_.s_._D_a_v_i_s_-8_0_8_4_, __ DATE MADE 11/09/83 -.:rlPE OF CEMENT ___ I_I ________________ ._DATE REC~IVED _1.,.1 .. /_l.,.6/_8_3_· ------- COHC. SU1':Pll~R PRE-MIXED CONCRETE CO. SOURCE OF ROCK _._P_AL_A_l_" ______ _ : .-,':1CKET NO. · 017692 .t.NSP!CTOR SIGN ·ED WANGENSTEIN .ana TUTIO DAY9 5PEC1MEN MARKINGS OATETESTED .AflEA -SO. ·1N. ~LTIMATE LOAD -LBS. ~IT STRESS -PSI &PECIFIEO STRENGTH . -ir.( 28 DAY~ -PSI · ~-ST~ISUTION: The Ko 11 Co. City of Carlsbad Pre~Mixed Concrete Go. '='90RATORY TEST DA1'A 70AYS .. DAYS . ·44949 11-16 48.28 57000 :2015 •DA.,. H. OAYS 44950 44951 12-08 HOLD 28.28 >. .. ' 88000 A 3110 ;,,r;, 3000 'PROFESSIONAL REG:STEREO INSPECTIONS. INC. PHONE 292-0860 J09 _____ ...;;;;CA;.;.;R;,;.-;L;.;;S~B;...AD;.....;.R;.;;;E..;.S..;.EA_R __ C_H_C.;;.;E;..N_t_E_~ _______ ~----------------- .ADDRESS __ __,,...;2;;;.;2;;.;;0..;.0_R;.;.U;...T_H_E-_RF_O_R_D_DR_I_V_E ________ PHONE---------------- ·OWNEff ______ T~H~E;;.._K--OL __ L.;....;c_o_M_PA_N_Y_. ________ CONTRACTOR __ TH_E_K_o_L_L_co_H_P_A_N_v __ _ • CLIENt _____ T_H_E_K_OL_L_c_oH_P_A_N_v ________ ENGINEER--· _._KA_H_N_A_N_o_A_ss_o_c_,_AT_E_s __ CONWELL AND MARSHALL CITY OF.CARLSBAD ARCHITECT __________________ llDG. AUTH. ___________ _ FIELD SAMPLE OF: ED WANGENSTE l'N .CONCRETE i'enMtT No .. 83-280 i ,uN File--s~-280 LOCATION OF SPECIMEN THREE COL_~S AND ONE WALL IN JOB OR STRUCTURE: :j?OURED IN PLACE MIX ·NO. ____ s_2_s_o_8_0G ________________ . MADE BY _ ED WANGENSTEIN flROPqRTIONS .... -_s_._4_sK_ .. ______________ SLUMP . -' 411 • . ADMIXTURE __ 2_6_._GAL_._w_A_T_E_R_2s_-_6_~_D_A_VI ___ ·s_'S_0_8_-9 ______ DATI MADE __ . _1_2_11_4_/_8_3 ______ _ --~ OF CEMENT II DATE RECEIVED ~·.,..1_2_11=-5_1_83 ______ _ CONC. SUPPLIER __ P_RE_-_MI_XE_·o_co_1:_ic_RE_'IE ________ SOURCI OF ROCK _c_o_NR_o""'!'c_K ______ _ ~. ~;--:ICKET NO. 023541 .&nlTDTID DATI St£CIMEN MARKINGS OATETESTEO ~PIEA -SO. IN. ~lTtMATE LOAD -LBS. ~IT STRESS -PSI tPECl.flEO ·StRENGTH i.f 28 DAYS -PSI · . CirSTIIIBUTION: The Kol 1 Co. C.ity of Carlsbad Pre-Mixed Concrete Co. . ' INSPECTOR SIGN .ED WAUGENSTEIN LA80RATORY TEST DATA 7 OAYS DA'IS •-DAVI H .DAYS .. 45155. .. 45156 45157. · 12.;..21 1-11 HOLD 28.28 ' 68000 . 2405 3000. J:NGINF!:R PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court San Diego, California 92111 Phone 292-0660 INSPECTORS WEE KL V REPORT COVERIN'G WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF· D REINFORCED CONCRETE D PRE-STRESSED CONCRETE D' REINF.ORCED MASONRY THE KOLL CO. -CARLSBAD RESEARCH CENTER No. 3240 ~~~l~~E~N .••••••• .J..?.~!. ... Q.§.!. ............. , l~~ •• LJ STRUCT. STEEL ASSEMBLY 0 REINFORCED GYPSUM (:]-PILE DRIVING LJ GLUE• LAM. FABRIC .... TION ~ OTHER Roofing ... and ... N.9,;:i..:J.ln& ..... . BUIL.-OIN-G PERMIT NUMBER PL.AN FILE NUMBER 83-9 83-179 ARC ITECT CONWELL T-fARSHALL CONS:TR. MAT'L.• (:TYPE, GRAOlt, CTC:,I OESIGN S·TRENGTH SOURCE OR MFGR. ENGINEER OHNS MANS- 01!:SCRI BE MA T'L., (Milt DCSlliN, IIC•aAII GIIADC • MP'GII,, WCLD,,.OD, -CTC:,) GENERAL. CONTRACTOR JOHNS MANSVILLE .. FOUR PLY FIBERGLASS FELT BUILT-UP r-:::-::T~H:-::E,:::-}~CO:::-:L,,.,,L:-:--::-C-=-,0,..,,.=-==::-:-:-:,=,------------1 CONTR, COING REPORTED WORK OF INSP'N. DATE 1/04 HESS ROOFING LAB, RECEIVING. TESTING CONSTR, MAT'L.,.SAMPL.ES PROFESSIONAL REGISTERED INSPECTIONS, INC LOCATIONS OF WORK INSPECTED,. TEST· SAMPLES TAKEN, WORK REJECTED,. JOB PROBLEMS, PROGRESS, REMARKS, ETC, ll'ICL.UCES INFOR_f\o4ATION ABOUT -AMOUl'ITS OF' MA TERI.AL. PL.AC EC OR WORK PERprORMEC; NUMBER, TYPE,• ICENT, NO'S, OF TEST SAMPLES TAt<EN; ST-Rl,ICT; COl'INECTIONS lWEL.CS MACE, H,T, !SOL.TS TORQUECI-CHECKEC; ETC, Inspected roof nailing for diaphragm roof qn Bldg.Fas per.nailing schedules 2,3,4,5 orr plans. Inspected. pl°acement of base g;l..ass felt on Northeast end of roof on Bldg.Fas per Johns Mansville specs #4GNC. RECEIVED JAN 111983 CITY OF CARLSBAD Buildi'."!g Department CERTIFICATION: OF COMPLIANCE hareby certify. that I have inspected all of the above reported work •. 1-, otherwiM noted,, I have· found this work to comply with the• roved plans, specifications, and· applicable· IIICtions of th• govern--· building laws. J /Q6/S4 SD 84 CATE OF REPORT REG!S'!"EI> NUMBER ESGIL CORPORATION 9320 CHESAPEAKE DR .• SUITE 122 SAN DIEGO, CA 92123 (619) 560-1468 8:?r27/ ''j::::, r, .::r"o/ 2J /;'8-3 · ·. · d.;;J. SJ £ url--/-t:92.R, 12.f? R.D I SJ 2 4- -n:_ ~ LFl1ll04dc;/-. the-/JL-YhU.:S .:5U(3 s-rn,vr7 J4-L/ CCJvvt rfl-/ w 1TH ~ co.P&-S_ (?SC?l G Q;/2 p/ r 1v4~ ., etitp Of etarl.~bab ~ . ~ T0:~2:;-,Z '73t,,1sse-rr O APPLICANT COPY 3/c'.W 07@/0d OEl JdoS'o'1RJ ~Y COPY <" _ _L_-. . 1200 ELM AVENUE D ~u,~,;:i./7?, CARLSBAD, CALIFORNIA 92ooa PLAN CHI;:CKER COPY .5&N P/&?4 Cit11£JI,{ f@I . GJVL:.L-: (i)#l'I-~ s #e& ,- COMMERCIAL PLAN CORRECTION SHEET @ ~LIC'f Bo-<'P A. Plan Check Number 83-z79 ''F ,, B. Site Addressd96/ /1)7lf&7Z/ff(ZP /;]; /.5Yc9& '611ftil.J)4U C:)(.)Jc',Jf- C. Owner /~ /;t:J/....L-Co'1/{ eZNr . . . D. E. F. G. H. J. Building Code Applicable ____ ...;..1..;..97'-9_U...;...B..;.. • ..;..C..;... ___________ _ Occupant Load 5 ,.L/c-Z..L -A/.. .f7. Stories ---------- Occupancy /3-2 Use cJ'rr. /?:iqHT 1118/lJVrJ,~. 7 Type of Construction r-N Sprinklers:~_VV_..;;Y....;;e;.;;.s __ ....;;N...;..o;;..__ Allowable Floor Area J;a::tJ it:3/.161/C Actual .3.3 ;/-cl¢ Basis for Area Increase ,,£"~..s + ~e?B Ji;,2 Sfl21Y1)dtJe.$; J. Remarks ~L l!;:v/&0..-:7&'4= · Date Plans Submlttecf"72/E ~/~ Date Plans to Plan Checker Wc3l:Jc;j.:?'/ · Date Initial Plan Check Co~letedU,Gl? 7/,t_-3 By ~~ Applicant Contact Person/2§:z7;;;--72 B~ Tet.@l~C:Zf$2'V7 FOREWORD: PLEASE READ Z:,~/ .0 V /15 <;)u b-Z. l. This plan check is 1i mited to· technical requirements contained in the Uniform .. Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state Jaws. regulat_ing energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. 2. You may·have other corrections .based on Jaws and ordinances enforced by the· Planning, Engineering and Fire Departments. For ·information regarding those departments, piease contact Mr. Carter Darneli at (714) 438-5525. J. The .items below need clarification, modification or change. AH items have to be satisfied before the· plans will be in conformance with the cited codes· ·and· regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city 1,;Lw. 4. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc •• Ret.ur·n any original plans and documents that we>re returned to you by the city •. The above items may be returned to the City Building Department or to EsgiJ Corporation at 9320 Chesapeake Dr., Suite 122, San Diego, CA 92123, telephone (714) 560-1468. 8/19/82 f t ' -- ~itp of etarls&ab PLAN CHECK No.8'3'-27f. m\lNER --------PLAN REC'D. ---PLAN CHK'D. ---CHK'D. -BY ___ _ -< . . , 1----+,;...;._,;;;;;.;:;;..~::;;;;:;;..;:;;;._.....,;~...;..;;;.----'--------------.,~--------.....-..----..:......~IIJ'""'.'"""~----t ';" ' .s. s 2ect' -H-¢ &-r yz,e ~ &~n? O'~ ~cr/717 S', R&t>PGZJ ~/~ t12C:;--;R;>Z:r :~ rY?OVI Pt,~ ~ '';3) (it/-) /~ (lb) - J I l 1 • II,_ .... •,ru,.,r 1r""..,I ....... --~,q,:--~-~-~ --..,.,. a;,,_ -a~ -••, ~itp of Qtarlsbab PLAN CHECK N0.8-.3--277'. mvNER ------PLAN REC'D. ----PLAN CHK'D. ----CHK'D. BY ---- £2~//2c.n 72? r9ch/&2/e-Ct?J,?.S/.S-::k::-7-lk:t..; , I ):/~ 011/ .GvJV-Der?dh/ Ptmu. It /? /Zr' de vt? I ll/.C, r --~1' h'7 . 81 u_ C;::f-w ...ZV.e:;,4e,..-/6re. . -rke:--5:)/ t-,5 V . IV/(~ &~ 6;-JU.,,/~--n=_ ,si /___,__, I ,/' ,r _J .... ~-~ ~~ :/3:.)/t.,,O/IOG C?~C,J/M-//{/ ~/2" 7'/n9 '-/hm-. /;'ft.? __ ~.(M~'217dV-?· /J7VO fJl?eJ/ybs(5;1::;;) /Zt3.J //) /6,-bt"'".Gn,?evT ~g-Q-r?S/S-f&7UT wd-1; -ffig- 5~//2/-l-azu!2_ l~_oe, 7f?e ~/t.s /2&"""if?)J'Bf-~I JI ~/??01/R -#7 t-:r I/ /Uor' 13€>12 Censm(.)c.f/7&# ,., ~ ' Wi:ft:::;-,,__) C/ou W/S_ht--/7:> . ¥b rn, -:I-/7L-B?U .Sgr....s · H>~ , . pe-,z_l?'J/rk I /97:.::?/7/ZcJVq.L Ff!~ L-1.sr ~ a,,L, o-l-Rrrl.5 0)../ rt-/1:3 pt,~..s q,u.o S-hb u...J rife-~ (5.;JL)Gr;) C r9 Ir/ ,B 61:e ' -- -.. I w J/c."72e 0:) 71-Je: /-?l-RJUS .Sh6c.u Tf-fe L-l=Vt?;G?e • a -4="; -~~-~-----......... - Bob-:77 Al Gr C P:rZ Gt:-/?-fl_-1 ~-::0 CJA/ C.)9-L£. 5#-r /='L.. Z..? .. . --- - . . ·-:::Cp 3/'0o ~a-/j-/y'~ fPU&377 c) /VS , ?'L..09ae- C~L---..J /t,,1/7 M--r (~/9) .S-~t) / ,4L't:,g J' ·- - .. .. Dates 7//'8 · Jurisdiction d/l?USt39P Pre~ bys ~ VALUATION AND PLAN CHECK FEE CJ Bld~. Dept •. 0 Esgil PLAN CHECK NO. 8:3-2 "Jf BUILDING ADDRESS :;;;c5151 Rorhk7.?/-~)epJ;b. w~ L/9/\I.Pa) tdc.Je/- APPLICANT/CONTACT 1/fj/t-:;lZ /3os93,f PHON; ff6. @f );;)..g::J 7,r;ll7 · . BUILDING OCCUPANCY B-Z.. DESIGNER PHONE TYPE OF CONSTRUCTION V --A.I {S:{)/?. 'CONTRACTOR PHONE .. ,:, ( 77t..-r oJbstx?I/ J BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER '83 l'#.3 . 5,he// _g :!/ 4 ;;;z.. ~ -'I' I ~ ,µ;,~ G?I' (;,B ;;:z._, , f Res. Baths (over .3) @ 2,200 Res. Pireplac~s ( °'2.er @ 1,760 Air Conditioninl:!': Co:nmerc1al @ 2.80 Residential (cl 2.40 Res. or Comm. !3.3 / L/-~ t./ ~~/cfJ(p Fire Snrinklers ·@ 1.50 Total Value c;'50/t8 () N Ol:f72. 19$ -z ''t:" P-h'Zl, s ,; u.Ji)O c...o ~e--I -r <!:!? ~ Strn'7e &-z..e-c. 19,c-,n. Y3 ~,fM/ -=-t:._?5," s-'-? I· so"" r ,, ::: 5ot3r;,, ..) Adjustment for State. Ma_ndated Handicapped Access Regulations Building Perm it fee $ ____ r;._· 8'_·S-:_1 _l9_,Z __ ""'"'X__;;l..:..;. 0=6~5 __;=;.___ ___ _,...__ _____ _ Plan Cne.:-k Fee $ X 1.065 = $ --'<--------------.:.:....--=;..:.::;.::~-=-----:?:....---:----:--- f u M flt '.'Ii !J:....: _;""'!'"'~-~_J_-_fi_·-z: __ -==_/~_3_3_,_7c_V _______ _ /78a-B? ~ /?J.S,OJ!- 8/4/82 j ~ //4 ~~ GRADING __ CUBIC YARuS ____ f_,.(_s... ~~_ .. ___ RrnJNER ;~OTIFIED __ \ ti .e.LANNING DEPARTMENT ZONE: SCHOOL FEES: SAN DIEGUITO SAN MARCOS -~------------ ENCINITAS CARLSBAD ----------·UNITS REQ'D: PROVIDED: --~---~~---,--~ % COVERAGE· ALLOWED: -A 'iL,_ .PROVIDED: ~ PARKING SPACE'S REQ'D~ (Y((:< . PROVIDED:. 'b'l== - BUILDING HEIGHT REQ'D: PROVIDED: _ FRONT SETBACK ALLOWED.: fj C P~VIDED: ~ ~ < INTRUSION· --=------- ·" ·SIDE SETBACK ' RE-DEVELOPMENT APPROVAL REQ' D_: ___________ _ REAR SETBACK --~// (lTfV= \.:..-7 - LANDSCAPE & IRRIGATION PLAN COMMENTS: ---------,----'----- ENVIRONMENTAL PROTECTION REQ:=~.....;.--+&:------------------ DRIVEWAY LOCATION(S) =---+----~--------- GRADING PERMIT: -------------,----------------'----- EASEMENTS: _________ DRAINAGE =---------1----~,,,,_- LEGAL DESCRIPTION: ______________________ ...,...,....._ ADDITIONAL COMMENTS:----------------..,:..----'!------"""' ' *CHECK,JF ENGINEERING INSPECTION REQ'D. ON FINAL: ______ ~------- OK TO ISSUE: -1:I. DATE: J-5·8S PWI: //£/;, . -. OK TO FINAL: ___ ____ DATE: -~ , 13 /:i.'1 /If -· - * IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE FINAL INSPECTION. :;: I \ \. r .PAGE 1 OF /\ CAR~SBAD FIRE DEPARTMENT. 1275 ELM AVENUE, CARLSBAD, CA 92008 (714) 438-5521 PLAN; CHECK REPORT -. X .APPROVED DISAPPROVED PLAN CHECK #K3-?.7~ OTHER REF # ---- PROJECT C3lef5 F -l<o JJ ADDRESS .s-,z' AP-"A c:o.1~ct-- ARCHITECT ______ "---'----,,-----ADDRESS ---'------PHONE----- OWNER J<" I/ ADDRESS _______ PHONE----- OCCUPANCY /$~ Z.. CONST. ____ TOTAL SO. FT. _3"-'o,=+/-1/-"-5_0 ___ STORIES I p( SPRINKLERED D TENANT IMP. 2. -- 4. -·- 5. 7, 4s. APPROVAL OF PLANS ·IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: ++++++++++++++++++++++++++++++++++++++++++++++++++++ Prov id~ one copy of the~), ~ and she~ts sA,, .... n":;J · ?';Ku f Cf!' ·,, s ~ p/o:,,,. ~ /"o-ee e,/ ~ el' ?%µ_.. Sto·rage, dispensing or use of any flammable or combustible 1 iquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code and ------'-----------------------Bui 1 ding ( s) not approved for high piled combustible stock. Stor~ge in closely packed piles shall not exceed 15 feet in height~ 12 feet on pallets or in'racks and 6 feet for tires, plastics and some flammable liquids. If high stock piling is to b~ done, comply ~ith Uniform Fire Code, Artic)e 81. ,' ' Medical gas system(s) shall ~omply with K.F.P.A. Standard 56F. Fire extinguishers sl~all be provided based upon the' fo,llowing criteria: a) 1-2A rated ABC extfnguisher for each ___ sq. ft. or portion thereof b) maximum travel distance to an exti~guisher of ___ feet __ c) other=------------------------------- Fire sprinkler·system(s) per N.F.P.A. Standard #/3 shall be provided to protect .... h ,-..,......, ........ ""'"""'+_.1_>--<...--=-_..J ......... 6....,~-~-----------------------P c S / 6A( CRITP§/9 : , 33 y;., /er'-f?Vi,~ .:Jd,t? ,,ert- 7 Dry chemical extinguishing s~stem(s) shall ~e installed per.N.F.P.A.· Standard 96.to protect cooking equipment and exhaust system.· Plans of So,...,"'-/c.~ I system(s) shall be ap~roved by the Fire Department prior to installation of system(s). _._ 9 .. · Show on site plan· locations of all nearby proposed or existing hydrants within 200 feet. 10. Hydrant(s) ·shall be provided and loc~ted ---------------- Show location(s) ~n site plan. Fire Flow: gpm for hours from ----------hydrants. 11. Access for fire apparatus is not ~dequate. Provide ------------ 12. shall be of hour construction -----------------------with openings protected with hour assemblies. __ 13,· Comply with regulations on attached sheet(s). 5w~-~ Plan Examiner Report mailed to architett Met with ---------- Date ~Attach to Plans . ~ ,:. _;_ :.· '. . --. 111'-H· AN AS~~l.,;T,. E·· s· -.. · . ' ... : · -:· ns~i: ,;vi~e8~ ruit~ iir· · . .-.· : . . TUSTIN, CALIFORNIA 92680. . . . . (71·t> ili-~12-H: · . · · : · ~. ·: DATE-~-~ C_HEC~ED'•B_'(··' _ .-~ ....:._....:.......... ........... :.......... ............. __.__,_,,,....:. ---~--..,;__, .. 4-·i ....:.· .-·,;;_ •. :·..:...: ..,:... ·. ·...:..· ·: ___ ·:.....,-~~0~A,\.;z_:·~ ~:.,::.::::·--.' -~·:·=-·;::;;:,:;::' ~::-:,.::;::;,::::::·=:::;:::::;::::::::;:::::::=;:::::::;:~i"":::::::;:::::::::;=::, ~ J : ·--: + ~--{ ·-• j •• • •• ' .,. ~ •• • --' • ~ --• ~ • -' -• : l : _., _. I _ ! , _ : ! i i , -: · · i -. ·; --1 · ~· ,-_, ! ; · · -1-: ! · ! · ~ · t -·i . = ; , ,. '.KHAN. ASSC>CDtres:. : ·.: -175-th Ir.vine ·e1vd. -Suit~ :2:1i: ·-'tusr1~.:.¢A(ifOR~I~ ·g'z~S.Q,. - (7_1-4)-7~kl~~'l .·· · ... -··-·, ·"·~ . ':·· .. , ·,'_.:--.~' 'Joa·-~--~ . ;S~EE~N;·· .¢p~,·:;': __ · . . c~f~~L~;•Eo:av __ J:ft~~:·, - ci:ii;c.~i;o,sv . · -.. - --_OF-'--'---~-'-~---"-'-~ ·oATE--'-----~---_: ,,· .. p_ATE~--------- .. .-... , . . . ··<-.,·:i\,, ·s9{<\:E. .... f> ,_ ........ -.. .J---' __ ~_-.__.._ ___ '"i!,-'--_..;l---;-'-'-i----i-----;,,,-- ~ j, ~ . ·j -·~ ·-··· ··, .--•. _,_'., __ .__ •• -,i s ,! .. :_; __ · ___ -.r ! i ; • ,--+----------1-; --a--+--+---~ ·1 ·-;_,_:·_ : i -! -'j •," -:j '~.: i '. : ) . . . .._, KHAN ASSOCIATES 0 17581 Irvine Blvd. Suite 211 :;., TUSTIN, CALIFORNIA 92680 (714) 731-7211 .,;., , •• < •• ····~. ··~ • '; ...... !" ... -.. -· ... ·". ... . : --~·. ; ·'. ; : ·: 1 ·: : .... : "'. . ---t ...... , ....... l· .. : E ' \ : . JOB ' ' SHEET NO.· ~-------OF--~~--- CALCULATED BY -------DATE _____ _ CHECKED BY -------,DATE------ SCALE . .: ... . i.". ' .. : .. . : : . . ...... -~.: ........ ·-· ... . ; . : . : I : ...... T ... T .......... i .... --j.. ..; ........... 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L~::J.·· r ·,-__ ;_~]:.fS.l-:(L:::.,·: t r i ; .,...___,__.....,-i ........ __ i ___ ., ...... .;_! .__,;..-,. · I j j ' ' l . ~ l'IIOru:!20l-l /NU'§/lrc., "-... 11.11. ., KHAN ASSOCIATES 1758i Irvine Blvd. SUite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 (213) 628-18~3. ,, fl/, ~ JoeC~ s&,.r:,· t(~{4_ Lf:h.tD:rt 8,3-31 SH~T.NQ. _______ _..,_ __ OF-------- CALCULATED BY .J &-$ DATE 4/CJ /9)3 CHE<;KED BY--,,---------DATE------- SCALE ·' b'-OS -E,lt\ 1\· F ~?r11~f~~T-j~~-~ljzJ:.~;l~--r •_--i-,-JJ~~--l---1-t~t--t±~[t~=~-4~ : .. b:::.fv-.T.\., .. ~..t. ..... ,4 . .-J. .. -·--··-~D ... f..~·~.__,__-t _ ---s-' -; , ' ---1---'-l··'--" -' - ----- ' ......... f ······-r_..;..+--+-+----1--4-----1-----'-I--+---+-+--'""' --i-'-'-+-~-i---+--;__-;----,L ..... .-~ .. ! ! -+----+----... I • f l I . r. ,__.~--.; ............ ;-I ---'~-· I- ! : i ;...i -1---l--1----l--:....--l.-·--.!----+--,'----'i : . : ! ' '. '. ' ., i .. 1 ... : ·· I 1 • . , -"-+.--1---'--~--l---4 ; 'i -! · ·•··••·· ,.. r .r ··••·•· ••·• i ····-· · ······+; -+-_..,_-+---+----'~--<--+--'--'--+--'-._..;..~ •1,i i,! -· · .. J· : . ,i .-. :i . i ·i : i i i. ! ~ ~ . ! ! . I . i j J ~ _____ , __ __..._.,__ .. _ ... _ -· -··+---+-+---+--I :' ! : . ! I ·-r-l . ·. J. ___ · .... I __ ~___.-·-r--+-+--+·-···-·:+:_·_· +--+--·-+-r,_-··_··;_· -a--'- _. ,. . .·-!,. I . 1--+:----r.+~i--+-~+-1--+-1---:+----!-+----+-+----+--,+---+--l---+-i.--_;...-1---1-......;--I---I--i . • I • 1' .'11' .. ·-: :, • ' . ·1·. ·I· ._,,· . ·, -r-··; i. •---+--:-·+-f--+-:-i· 1--'°-+-:·;-· + ... ····+-11--+-·-:!1----:+--_:+----+-+---+-+--1---1--l--1-+--11--:--1---1--1-' . -r i ·I .. ·· · ·· · 1 1· ' . .• · i' · -• ·.-· • ·; · I --,. i · I ,· · . . ·. J. · . · . f 1-·I i , i ! . l f. ! . i ~ ! 1---+--+--+-1---+--1---+--,--+-~,-4---l---l---l---l---+'---t--J.-~-1--'---r·--1,--+--+-+.---+--1-~-·j i i ,. ! !_ ~ i I I. 1 · 1---l'----__,-4,----r--~. -t--+-t---+-'!--+-¼--+--¼---+-¼-+-_..-+---l---+--l--f--~-l.--l--~-;.,..__-1--....; ll----+---'--4------,__-I----'. , .... • _.;..:--ii---+--+-~,-. -t---J.--,---l---!-----l---l~+---+--+--,1~-l--~---l---iL----l·--------'--- ,. KHAN ASSOCIATES . 17581 Irvine Blvd; Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731~1211 ·---f-___,_~i--..,___-l······· .. ...I ···········.·······--···---- JOB CAY-~ c;~~ SHEET NO~ FF-I CALCULATED BY . ,j (---, :s OF------- DATE 4/21 /c53 ( I . CHECKED BY--------DATE------- F -. -:.:,_:-:·~ ---- :- \, KHAN ASSOCIATES · 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211. JoB CARL Sbc¾/ f?;:: $r:::A:ettf 53 '$---:SIS SHEET N~. ,EE-'2,, OF-~.,---.---..,--- CALCULATED BY· /vJA s DATE 0 [!'II q '3 ; . CHECKED BY------DATE ____ _ . ~~ALE B!Dp ;::; . . 1. i 1 . 1_ ,5 0 ...;. fy,'-//-..L-i.f6 /U. 'i:? 2sJ--. 11;1 ~ , _ 1 : i i , : ,. , , 1 : 1 t-1 • = ~ o i : r i , --i '-1 1 L -~ ; t i ~ ~ i i · ~ ; . PR1lOO;T2Q4.1 /Neiis/1,.,. Grolao, Mas. 01471. .......... J_·_,_____, KHAN ASSOCIATES 17581 frvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 PROOUCT20C-! /Nl:iis/1~. G-. Mm. 01471. ~(=-~~-~-CAfc/S bA/2 SHEETN;_ ·FF-3 OF------- . CAL.CULATED sv__..M_,,._.A._.__<;_,__ ____ DATE 6/ll/ IB~s CHECKED BY---------'--DATE------- .. SCALE RI LJ{/J £ . ; · ! 1 ! .. '· · r I ! : i : t · ----,. !~: .......... ; ........... +····-.. !_ .......... : .................... ·; ....... ·-j ........... 1.... ........ : .......... --;-.... : ........... : ........ . KHAN ASSOCIATES .17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 · . - JOB CAR \sloM J:s:.::-sFAP< u 9"< ~t c. --=· SHEET N~. EF-4 _ OF------ CALCULATED BY MA s DATE 6 /! lf I 8 2 ,:'i}· CH_ECKED BY------DATE----- . SCALE l?/df'/ _ ,C ............ ' ! ____,_______, .................... . l i" ~--~--i/-s~ .. Q12: C! .. f~-~J (~ 0) .. y+-.~e.7!6.( ~) ( 5:Y,.s)i.+ ... ~dv.( ~1) ........ ! ............... : ... 1 .......... + .... --+ ...... + ............ 1 ....... ;, ......... + ........ . PROOOCT204-l /~/I~, Gnlloo, Mm. Oli71. JoB CAR l sh'Ad Rr.: ,; EJ~r,· µ SHEETNO. ··, l=:F-s: OF---~-- C0ALCULATED Bv~/1...,__,_.A~S-~---DATE OJ f I// 8 3 F I CHECKED BY-~-----DATE----- .,.. 1 i' ,--- SCALE .R I ..1· d ,'- . , ... {·· .. -·-" ·:"' . '·;" . · !· ...... ; " ...... --~ .. . . . .. ~. -· l'1!000:T204-l /NESS/Ir,;., Gm, Ma 01471. ' KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN,. CALIFORNIA 92680 (714) 731-7211 . PRCOOCT/04-I /Nsss/ Inc., C... Ma 01471. JOB (A(< I $ blld /?, r-Cr-8 t?C ll 9 '<;~;:~3-1 ', SHEET N; ' . F j:::--t:;· OF---· --- CALCUL.ATED BY HA s DATE « /!>/SJ, -? CHl;CKED BY------DATE ____ _ SCALE Bl D~I? -F. . -~-j •• i ' KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 ---~__,..-.... ----'--+----~- l'l!OIW204-I /Neas/ Inc., GrolDo, Ma 01471. .SHEET N~. r F' .p -7J . OF-------- CALCULATED BY . HA c:: D~TE G I 1 5 J 8 :s r i - CHECKED BY---------DATE------- SCALE r.:21n9 F j ... : .................. ,! ... d ••••••• = ........ : ................ · .. : ....... . . ,~--,--., ........... . ___ i, .... ...!. ....... ' . '--'--'--''-........... 1 ........ .. KHAN ASSOCIATES 1758'1 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 Pf!OOOCl204-I /Neiis/lr<., Gt,too, Moss. 01471. .-.. JOB cA12~"J s'o·A A Ecs s i=Ae c 1-\ 9:?-s 1 $ SHEETN~. J:::p.-P1 OF----- CALCULATED~~ HA·,-.... DATEL//IV/B.s " KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 . (714) 731-7211 PROOUCT204-l'/NE:ss/lnc., G-, Mm. 01471. JOB CAR I c, b Ad R_"E, i::-A /?C 1-t 9 3 --3 I ~ SHEETNO. . FG.<:) OF------ CALCULATED BY /1 A <; DATE 1..1)18/ 3 ( ' CHECKED BY-------DATE----- SCALE T-< /1) 0 2:- ..... I ..... .J-.. ...... ) ... ;; .. T .... ): ....... : ......... : ..... ' KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 PIIODOCT204-! /Nlflfs/lrc, Gna. Ma 01471. JOB CAR I 5R/2D RF S: .c A .P<· II SHEET N;. ,' t= F -) ~ OF-~---- CALCULATED BY ______ DAT~b// 8/P;; < . CHECKED BY-----~-DATE----- :. ~'.~ 7 •• " -.. KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 JOB CA~1c-sr:,An RE,sE. AtUJ± 83-31S SHEE;NO. FW -I OF----- CAl.:CULATED BY J G.S DATE-,.-------k ,, CHECKl;D BY------DATE-:::> ·2, t:-:sr f ., ( I/., / I SCALE [1 H1&iH PAN.ELCo14' Tl:+K., !LI 3/4-1 REvr..A' , -, :i::_E·~::L 1 ;. ;-•. f :t~k~tb. 1-l.~t)°:'t ____ j_J_ :( .. L l ! .!;_: ___ •• -.... ·;.~ ......... ; .. tt~ !.'. ........ : ... J .................... : ... :B:: G:.~+' .. ...i ........ \ .............. nl:: .. J Li..l ...... J ............. Jrl n .. ~.J ~ \ ~.4:.Ceo.oX, .. 2.,;JS;: .t2 .. ) .. =.= ... ,'2-3 .3=, . ! ; ,; . ! . ..,____;_ ••••• -....... M .. , • ..................... M,H4 ........... ,· ... , ... ••••• 0 •o•• •••• -- ; ' ! i ; i. I. ! t I l I "'"j. I \ ! \ : \ ; ": KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 ·~ · .. ~ . - · JOB CAJ2.l.$f:?N) e fS\'.:A \2,(..U c,3-31 s SHEETN; E:W -'2. OF---'------ CALCULATED BY J c* s DATE ro/ 2::2/B 2 CHECKED BY---~---DATE----- SCALE js1 oc,..,. F-ff'--l~E.l/2 . · .... _ ·• -~ --. . .., . .-, : i ' KHAN. ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 JoBCAe LSBAD . ~t.S ~p..n.,c,µ . 83 -31 S SHEE;N~. f w-> OF------ CALCULATED BY .J hS DATE &/_05/8 3 CHECKED BY------'----DATE----- SCALE 11? A '5 I+ Et-J (1ft u tZ. f; I ' ; ••OMOO••r ••••••• ;· >• 0 l· ,· . i~ .. : : .. ~~~: ~ ti . . ~ -.:. ~: : .. ~--: :.." =-.:.,· ( ~ 4·::· .. : t.> :: . •, -· . :· .. KHAN ASSOCIATES 17581 Irvine Blvd. Suite 2i 1 TUSTIN, CALIFORNIA 92680 (714) 731-7211 JOB Lef2.L5)?AD SHEc"f N~. F r,J-4 OF----~ CALCULATED BY~,--' G.....-5~---DATE~---- Cl;!ECKED BY-----------DATE----- SCALE ---·f··-... , ... i ,-: -! I i 1 '----+--+-I·' ' ,--' ~ KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 . TUSTIN, CALIFORNIA 92680 (714) 731-7211 JOB c ARL c:; !~t\n PFSE ARCH 83 315 SHEET NO. Fe-1 OF------ CALCULATED BY------DATE 6/f 7/8-:::; ' CHECKED BY----'-----DATE------ SCALE R1 D G F =i=+itrf ~:~!~~iriLLJ>-1~t-•t-:LJst!~tL:-±i;::~~iJ,~t: --f --1-~~~i~~~~~~i:1;*4;ik.th~i~41::: ::1b~i~~~-t: -----l-f f 4~J~t~~ ;~~;;~*~~;~ste)~1~:r=:-~=i:=· ::LCf *iF1~±--+·: ! . i ' I i . ! ·-~- ............ : ............ ___ -+--_-;.-......; ·.~ ....... ), __ ._._. PR!XXJCT204-l /Ness/Inc., Gnitoo, Mass. 01471. ' ' ! KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 I. l'ROIXn204-i /Mflls/ Inc., Groton. Mm.c0141l. JOB Cl,.g;5;,e,AP ' SHEET NO. f c-~ OF------- CALCULATED BY--=.._"""'--'I (....::?:Ss=..._.c.._ __ DATE-~~/~z-_,_f,,_/O_o~?:,.___ I -;:;I- CHECKED BY--------DATE------ SCALE ,,_ AXIS X y . ~· 13'. ,, +----. --.-:, ·, -------.----+ I STEEL COLUMN DESIGN. I -+-----.------------+ CARLSB~D-ERECTION COL LENGTH .= 11. 00 (Ft)· EFFECTIVE LENGTH FACTORS: SIDESWAY PREVENTED IN X PREVENTED IN Y LOAD COM~INATION 1 ----------------.-- AXIAL LOAD= MOMENTS: TOP Mx MAX, 63.9 0 0 0 ~~ 90.000 KIPS My MAX .0 0 STEEL YIELD= 36 KSI · USE W8X58 - ~OAD COMB 1 E Q U A T I O N 1.6.:..1A 1.6-1B • 7143. • 913'3 BASE PLATE FOR W8X58 -------------------- AXIAL LOAD= 90.00 KIPS· Kx = 0.90 K>f = 0.90 -BOTTOM 0 0 1. 6-2 PLATE YIELD STRENG'rH = 36 •. 00 KSI AXIS X y ., ,. GUNt..:Ht:. It:. STRENGTH = 2. 00.!Zi HSI AREA OF CONCRETE = 00121. 00 I-J'Y'·2 BASE PLATE ---------· -WIDTH = ~ •. 0lZHZi INCHES LENGTH= -(0.~0~ INCHES ·., MINIMUM THICKNESS.= 1.047 INCHES . +-------------. -------+ I STEEL COLUMN DESIGN I +-----------------. -+ CARLSBAD-~RECTION COL LENGTH= 11.00(Ft) EFFECTIVE LENGTH FACTORS: SIDESWAY --PREVENTED IN X PREVENTED IN Y LOAD COMBINATION 1 · -------~----~~-----AXIAL LOAD= MOMENTS: TOP Mx MAX 44 0 62.000 KIPS · My MAX 0 0 0 0 STEEL YIELD ~-36 KSI USE W8X40 LOAD COMB 1 E Q U A T I O N 1.6-1A 1.6-lR • 7231 • 9213 --, Kx = 0.90 Ky = 0 •. 90 BOTTOM 0 0 1.6-2 ----7 • -83 -:, 15 pC-4' BASE PLATE FOR W8X40 ' AXIAL LOAD= 62.00 KIPS . i'- PLATE YIELD STRENGTH= 36.00 KSI CONCRET~ STRENGTH= e.000 KSI AREA OF CONCRETE= 500.00 INA2 .¢J BASE. PLATE WIDTH= 9.000 • INCH~S LENGTH= 9.000 INCHES MINIMUM THICKNESS=. 0.916 _ INCHES -.. -.... , --. ~ KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 JoaCa-Y'.\-sbe:,..& Re<£1'.\'{fh, 83 -'31S SHEET.NO:"' F' L-I OF----- CALCULATED BY~ Q s DAT!= 4/ 2 .. 2-/83 CHE.CKED_BY--~---DATE-~--- SCALE {sj ,i (\ • . M • l-4~y:n,} . _ . . -~~-_ _ _ _ _ _ -~·~'>'/J---15t0.f-f ..... _,_ .. oo __ -~r~-rtffl~#-l~~~:$~~ ~w [ _) 3w t:Jif t Pf11W:120l-l /Nllis/1,c., G<o1oo. ._ 01471. -.. -·. KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 SHEET :0. EL-'2.. . OF------ CALCULATED ey ______ DATE ____ _ CHECKED BY------DATE--~--( · . PA 1' \ L l-1-::Z:_ i::: ;) VI ,C. l,? H f.>.A (';-• :'/.<,scALE · .......... 1,. .......... / ............ /~r;;I ... ·· .... t .. MATf 1g1;;~-... ~ ... : .... / ......... :.f .... , ..... J ......... j.... 1. ~1 ~1 ~,~; i ~ ! . · ! ; ..... lf-¢c~4€.~~) .. . ' ' ' ' ' ' . ' ' . ' ' ' ' BN I ' . I Q-,). ' f:.K). ' ~tl~ ' Yr~~£~~. :;£t!~~~-)¥L1· 1 ~·._tb~f ~~r~.-~r~F~ ~~Gf \~;~¢i~t~ 1-f--:f--.!--l~-. -. .,,,.., ... 1 _. .... l l i ............ _ .. :,:..! ...... _.. . ........... L. ....... -..... ...... .._.J_ .. ..1. ....... _ ...... l l 1· ........ .!... .. J .. __ J_ .... L-..... i l . · I I ~rtptnjr1~FD~~r-:-Htt~~;t~~:t:t~r-~r~~r~ ~{ 4i?.~s4~ ...... ~.1l .... ~~ .... ~ i w·9 .. '..)i .. p-rPfc1 .. ~ .... ~ ......... j .. LR.~\~· ... Ai.: .. ~:.~ . ..l~.~4 ... eo r,?.r4 .. ,.19v.\.~ .. 1.t~ ....... i:!/.f-~f .~ .. 1-~~f.1 '-' m~ ~~~J l 1 l l i ~<;. ~ D I .! ! l i · L I I I l l 1 1 ! l I · I . ! l .1 ~.I ljf: 1-l I J :l ! l ·:. 1 • i / Lkl-i I il~JJ! ! !" ~r, i@b~~; hl,-·ic¾ ; 4, ~,l'llf?.,rf.1JU:I[~.., -~,--:i-_+ .. 0.q_e:.-'-1·. ~p~ Jf _ _;_~tc-r-r-1!r !s 1 L-l):r1~:~1.1I-T~~J. -bj~i.J-Ll iTJ.-~ci@io~ ,, ,, i . t ~~:-,_: -KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 l'IKXM:Tl04-1 /Men/lfc., ---01471. JOB Cexiz.is 5AP ~SfAIUH 53 -315 SHEETl'ro. fL.-3 OF-----,---- CALCULATED BY ~) bS DATE--~- CHECKED BY------DATE · ~CALE ~J,.lt;I -rn c.J ..6.P~h=nl--1 (J'Jt·J~-J'E_tTlr'r,;J KHAN ASSOCIATES 17581 Irvine Bfvd. · Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 · Jo~CA£-' $AB ._-\<f-5!EA!2C;H 83-3/S '' ·I-'.: 4-SHEET NO.· 1 ~ ~ OF------- C:ALCULATED sv__,.,,,l,_(,..._ ... ,,_<::...~----DATE bf 10J/83 CHECKED BY--------DATE---~-- SuB-D1AP+-leArrv\1\C::.. ·, G},4 Po.~f\S SCALE BIL\ty • U\~(O-\ . ......... :. :.: , .... : ~J-~ t b-~I~x~{ric~fJ ~~J_43 f~ t r~'"<l;\.J ;. :: ... .: .... ; . . -1 , : ... •l••••; · · ·: .. · 1· .. · t··~-·--·~·-.. · · ..... · .. : i' ------r---t!, ____ --... ··;·· ........ . ; ' . j . . ········-·•······ ·..J .... 1--t---J--t-c-+--+--t---i, ' ' -r--,c---t---;--r--, i I I • i ' r---~-~-.. 1 ........ .. ' ' \. .. KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 JOPCAJ?..L<:,BAD ~Sfa~ ... -LS . SHEET NO. r:-· CALCULATED BY ~ 0 s · OF------- DATE---'-"074-(--=2~4:;+l...._.f'>'-3"'--- CHECKED BY-.--------DATE------ . scALE ls bDr ... f ~ LArel?A L 1 1.. _ .1 ..... i ..... , ....... 1 ....... J ..... i.... ....... L. .i ...... ~ .................... .l...:.... l ....... J ..... I ........ : ........ ...! ......... .!... ..... .. i . ' ' ,~,; !"----.. ; +-! _f l--i-+- PROIXJCT 204-1 /Nflis/ Inc., G<oloo, Mm. 01471. KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680· (714) 731-7211 ' . 2>3-31~(.· SHEETN; £ L.-7 F CALCULATED BY--.J-1'-"-(,.S~"'-----DATE-l:.---,/ ...... Z~~-/-B..,..3--1 . CHECKED BY--------DATE------ ' SCALF t5U?Gt:. F -LA1]~lsAk . ; i · i · i ; 1 i ;. 1 l . , , ·i · . : , ; . ~ ., --.. ---.. ;·· .. ········+---'---...~--. i · : l ;. : r 1 : I . , l ····•···•· ............ ;._;...-; . ' ; ; ! . : . 1--,------,1---+;--'--i i · 1 : . --l 1 .:L .. /_L_L ___ J __ , +r l I ··1-~l=r~m--r -tT·l·{=; =--;-·-r--::~=i--:T:::r=:= ~i=:r rr FT +·:: \. PROru:T 204-1 /Ness/ Inc.,·-, Mm. 01471. KHAN ASSOCIATES -17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 ·. -.. -. -JoaCn<ls'o0s.& R:e~t0:cc\o B~-3,1;, SHEET NO~ [-L..-e, OF----- CALCULATED BY ,._J bS DATE 4/ '2... "i.,,,/B ~ --'-----DATE----- SCALE · ,_ KHAN ASSOCIATES 17581 Irvine Blvd .. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 l'IIOOOCT204-l/Ness/lnc., Gio1oo. Ma 01471. . JOBC~, SBAP ~E:,A~C& SHEET NO. E:J ,. 9 OF-~---- CALCULATED sv_....,.j-'-'C,._,._oS------DATE Cc/ '2,,b IR) . I -------DATE~-~---- \. KHAN ASSOCIATES 17581 Irvine Blvd. ·suite 211 TUSTIN, CALIFORNIA 92680 (714) 131-7211 ' .! ] ii ._-;____;! ... , --'---1----l • --'----l--! ; i ~ 1 ! -·1. ~ ·-·--1 I f l 1 l'IIOCU:T2Q4,1 /Mffis/1~. Gnlloo. M& 01471. JOB Q,r\~)'.Vu\ R~ ss>oych S:>---] IS SHEET No'f.: L~ ) 0 OF------ CALCULATED BY ,~ 6 S DATE ~/ '2.,2.,-tie,..) s;;;:;J ~ I CHECKED BY-------DATE------ SCALE )'3 U)('J; F --L._.eo--82p.,...L-~.-- J~B(All.LSBAP &seAru:J.+ 83-3 IS KHAN ASSOCIATES SHEET N: __ t=;: ___ , __ -_l~\ ----OF------ 17581 Irvine Blvd: Suite 211 TUSTIN, CALIFORNIA 92680 CALCULATED BY ..... , fuS DATE CojZS/1$ 3 (714) 731-7211 CHECKED B)' DATE----- . SCALE &ob, f-½=,ATEAAy {.I. ~! / (, 'i ; · .,p ' I i . . ; : : i ! PROOUCT204-l /Ni!fss/Joc., G,atoo, llass.,01471. . ~. - KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 PR000:1'204-1/Nelis/lnc., Groton, Mm. 01471. 83-31.S ... SHEET NO. FL-1::c. OF------ CALCULATED BY~.j_v, __ $ ____ DATE ... ,~ G,/2.-~/8) r r . CHECKED BY----~--DATE------ .-, ·-.: .. .: ... - :.- • .. KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 ........... :-l Ii l'l!Oru:T204-!/Nelis'/lnc..Clolon.Maa.Ol471. JosC4R/5BAD RESEARCH 83-315 SHEET NO. EFN-I OF -I CALCULATED BY--lM.........U/\L-'W:S~---DATF 6 -2Lt -B 3 l CHECKED BY-------DATE------ SCALE B/ D.G ~ . . :; ! · • r ·. r ·· t 1 I L l ' ' : l-----, KHAN ASSOCIATES 17581 Irvine Blvd. -Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 PIIOOlx:!204-1 /-/Ir<., GI*, Ma 01471, JosCARISRAD RESEARCH 83-3\5~ SHEET N;. '.FfN,-:i OF------ CALCULATED BY~--Ml--. ..LL.A ...... s..,__ ___ DATE b _ 2 Y -s :::i) CHECKED BY-------DATE----- ~~ ....... _. :, ......... _ .. __ ... ... KHAN ASSOCIATES 17581 Irvine Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 J;B(AR)Sl3AR R\:S[/\RCH z3'3-~!S SHEET N;. :f:flJ-<, OF---'------- CALCULATED BY M A s DATE'(,-'2.Y-g 3. . CHECKED BY---~----DATE------ . SCALE B \ D G . F .......... : ....... ~ ..... : . .,_,_, .. t. .. : ' . . 1 . __,_--'-'-~-:-··-···.!-·-- I : . . : .· : . . PRODUCT204,! /Ness/ Inc., Gioloo, Moss.-01471. JoaCAR\SB/\B l~FSF A Pr H 93-3\S KHAN ASSOCIATES 17581 Irvine' Blvd. Suite 211 TUSTIN, CALIFORNIA 92680 (714) 731-7211 SHEET:O. f-:fN . .;. 4:: OF-------- ~AL~ULATED av___.,t::::\~~A~S~---DATE' 6 -,;;__. l/_ ((3 CHECKED BY-· --------DATE------- ! -: : : : I -~-,_......,_-:"'_...,_-+--+--:---+-~~-;--t..--i-:-~-t...;._-+--t--~-t--t"--;-~--j--ri-;---"1"-_...,~..,,_~!.v, .. •••u..,~~, •.·~•·.,_ ,-; j. : : I : J· ! · : -I ! . ! i. ' l ._+ .. · . .r.. j .. i ! . .. ..... ' ! ..... i k: I I . ' ' i ! : i : ·:-...... ' . :_: ·~_:. . .i,. i ; i ..: i ! , l I 1 - i---.---+--t--+----r-- r I I ' i ........... r ........ j ...... . PROOOCT204-l /Ness/Ir<, Glalon, Mm. 01471. --, I • ~ - JOB C.etr2-k~6BD . RssE ARC\± ~~-3:,5 KHAN ASSOCIATES ... ... EE~l-s 17581 Irvine Blvd. Suite 211 SHEET NO. OF TUSTIN, CALIFORNIA 92680 CALCULATED BY . DATE ~ (714) 731-7211 CHECKED BY DATE ALL~ EJ<-6. = ZOCXJ pSf SCALE . . _ · ~1-=rt~~~~tj 4j:i --1~~f TtJ::_f-l~=F•~::~~~/\ti~:T: · . ,!t}t(Pf i :l~~t~t-~~1 1· ... -1----!)~-t~···· ~~~r~~~~i~::;:_ } ·-· 1--····------ j : : --t---,-.--;...;-t-·········--' i · ! ! -~ i l---l-i l---l---i--...__-!-+-+--t---+--+--+---l---l--+--+----¼-'--+--+---1---+--+--+--+--+--+--+--+--+--+---I-···· .............. . j l · ~ ·t . ) : ! , i-. __ -+-________ !_ . , : .r ... ' ' !,_ I. ;_. l i i i :, ~ .. ';' -- CA.11,-L.SBAO RESf w ctt .--. JOB 83-3,s KHAN ASSOCIATES .... F SHEET NO. E:N -C:i 17581 Irvine Blvd. Suite 211 OF · ,. TUSTIN, CALIFORNIA 92680 CALCULATED BY DATE •· (714) 731-7211 · CHECKED BY DATE ~ .... ·-. ! ·,1 f ~ I -·I - ' . ! ' --~~-.... ·-:....· .... ' .. :._. 1-i---,-1-----1e----1---,.------;......,_--+--+--l---l--!--!---;...--1 _..,_-l--l-l---1-1 ....... , ............. ····---1---+----,f---+-t-- ._ ~.-: --.. -. f2.ESl=8 Q-~ 8-) • j) :5" .. JOB .GA;R.L.-5C2AlJ KHAN ASSOCIATES ... ... ' i=ftJ -1 17581 Irvine Blvd. Suite 211 SHEET NO. OF ~ TUS"FIN, CALIFORNIA 92680 CALCULATED BY DATE -.!, (714) 731-7211 CHECKED BY DATE . . -----~------4------t---+-..J.--..---a·, .. ,,~ _ __,____. .................... _.......... . .. ..... -.J--i----4--'4~--4----1--l-- i . ,i,,· .. ' L l'flDDl.04-1/NKU/lc.,-, .._ 01471. ''f.,• .JOB (~'Q L.$¥28'0 . ~ 'f;f,~(~ KHAN ASSOCIATES ' ~ o 17581 Irvine Blvd. Suite 211 SHEET N~. r:r:J\\ -0 OF---~-- TUSTIN, CALIFORNIA 92680 CALCULATED sv ______ DATE ____ _ (714) 731-7211 CHECKED.BY-------DATE----- Al 1 ~, ... 1 J'~r .... = 1 IYY> pg:: scALE t., :1 --;---.;-_-""--1 t . i 1 l -'----; ...................... ) .......... .. ' ' - 1 . 1 i L~_L __ ;_ -/-(J-.1.-1~--J-+ i--1--t--:~-; · · + l ................... .;_,,i __,__--'-I ____ ___.____.___, i ! t---+---+---+--+---+---i---1--+---+--'---+--+-1 .. ·--......... , .. +-1----4 ·--t-i-+-, -f--i-. -+--+--+--+-J.--a~~~ 1: I I I I I I I I I I I I I 1· I I I "-SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY June 14, 1983 Carlsbad Research Center 7330 Engineer Road San Diego, California 92111 Attention: Mr. Michael Dunigan SUBJECT: Gentlemen: FOUNDATION INVESTIGATION Carlsbad Research Center, Phase I Building D, E; F & G Lot Numbers 20, 21, 22, · 23 and 24 Carlsbad, California Job No: Log No: SD1196-00 SD3-2662 This report presents the results .of our Foundation Investigation for Carlsbad Research Center, Phase!, Buildings D, E, F and G. Our inyestigation was pe~formed to provide geotechnical recom- mendations for the design ot commercial building foundations and retaining walls~ For our investigation, we utilized an untitled 30-scale Building Location flan and the "-Carlsbad Tract 81-10" SO-scale grading planst both by Rick Engineering. 1. SC.OPE OF S~RVI CES The scope of services provided for the Foundation Investi- gation includes: A. Review of in-house pla~s and-reports pertinent to the project (See Append:i.~ A); SUBSIDIARY OF mVINE CONSULTING GROUP, INC. f.3-,,,,.,, 4891 MERCURY STREET • SAN DIEGO, CA 92111 • (714) 268-8266 \ ... I I I I I 1· I I I . I I I I I I I Carlsbad Research Center June 14, 1983 Job No: Log No: SD1196-00 SD3-2662 B. c. D. E. F. Page Two Subsurface exploration consisting o·f 8 bucket auger borings to a maximum depth of 25 feet; Logging and sampling of exploratory bo~ings to obtain samples for laboratory testing; Laboratory testing of representative fill and bedrock samples obtained during the field exploration; Soil engineering analyses of field and laboratory data which provides the bases for our engineering consid- erations, concl:usions and re.commendations; Preparation of this. report, including maps and other graphics, the st:Urt of which presents our findings, conclusions and recommendations • I I I I I I I ·I I I :1 .I I I I I I Carlsbad Re-search Center June 14, 1983 Job No: SD119·6-00 Log No: SD3-2662 Page Three II. SITE VESCRIPTION The subject lots are located just north of P-alomar Airport and we~t of El Camino Real. The subject lots are presently flat pad graded as Lots 20 through 24. The original topo- graphy was relatively gentle slopes with minor drainage swales. The location of the-property and a~proximate boundaries are shown on the Location Map, Figure 1. Access to the site is from El Camino Real, then proceeding west on Carlsbad Research Cen.ter roads. The subject lots have been rough graded by conventional grading. .Lots 22 and 23 have cut/f·ill transitions and Lots 20, 21 and 24 are all fill. I I I I I I I I I I I I I I I I I I o·. JOI N~J\ SD· 118t-QO > • • . ,. 2000 Scale In Feet 4000 .·.LOCATION MAP DATE: JUNE 1983 I I I I I I I. I I -I '· .I I I I I I I I Carlsbad Research Center June 14, 1983 III. PROPOSEV VEVELOPMENT Job No: SD1196-00 Log No: $D3-2662 Page Four The proposed deveiopment co~sists of four, single-story tilt-up_concrete office-commercial/industrial buildings with-adjacent parking areas. We have assumed that column loads will range from 60 to 75 kips and that wall loads will range from about 1.5 to \ 2.0 kips per linear foot (all dead load plus live load). I I I I I I I ·I I I :I ;I I I I I I ·-1 I Carlsbad Research Center June 14, 1983 Job No: SD1196-00 Log No: SD3-2662 Page Five rv. .FIELV EXPLORATION Sub surf aqe conditions were explored by ':'Ir:tll.ing eight borings to a maximum depth of 25 feet. The approximate locations of the borings are shown on the Plot Plan, Plate 1. The eight borings were drilled with a 24-inch diameter bucket auger. Logs of the borings are present~d in Appendix B, Figures B-2 through B-9. Drilling of the eight borings was conducted under the super- vision of an Engineering Geologist. and sampled for laboratory testing. The borings were logged Ring samples were ob-. tained by driving a 2.625-inch diameter ring lined sampling spoon into the soil with a 3400 pound Kelly bar~ The blow count for one-foot of penetration has been indicated on the accompanying Logs of Borings. Fu~ther description of sampling procedures has been included in Appendix B. I I I I I I :I I. -I .1· I I . I, I Carlsbad Research Center June 14, 1983 Job No: Log No: SO1196-00 SD3-2662 V. Page Six LABORATORY TESTING Samples representative of the earth materials excavated duri'ng our field exploration were returned to the laboratory for testing. The testing progra~ consisted of Moisture- Density determinations, ·Atterberg Limits, Maximum Density determinations, Expansion Tests, Direct Shear Tests, Consoli- dation Tests, and Sulfate Analyses, of ring and bulk ~amples. The soil tests performed on. selected r.ing samples and bulk samples are indicated 9n the Logs of Borings, Figures B-2 through B-9. Descriptions of all th~ laboratory tests performed are presented in Appendix ·c and specific laboratory test results are presented in Figures C-1 through c-_6. I I I I I I. I Carlsbad Research Center June 14, 1983 Job No: SD1196-00 Log No: SD3-2662 Page _Seven VI. ENGINEERING CONSIVERATIONS A. General Description of Soils/Bedrock The Logs of Borings in Appendix B indicate that the predominant material at the subject site consists of Point Lorna Formation bedrock with or without an over- lay of compacted fill consisting of silty to sandy clay. 1. Point Lorna Formation 'I The Point Loma Formation bedrock underlying the site is predorninantiy a siltstone. Intact bedrock I I I ' I I I I I ··1 I B. C. is generally moist and stiff to very stiff. The bedrock is weathered and fractured at the fill- bedrock contact. 2. Fill Soils At all boring locations except Number 5, compacted fill overlies the Point Lorna Formation bedrock. The fill is Sorn~what variable but typically classi- fied as a compacted silty to sandy clay. Structu·ral Loads The preliminary struqtural loads are relatively moderate loads an,d can be supported by compacted fill. Cut/Fill Transitions Transition from cut to fill soils occur in the area of Building E. To provide a uniform bearing condition it will be necessary to ovel;'exc,avate the upper ~urface of the bedrock and replace it with compacted fill. I I ·I I I I :I ·I I .I I I I I I I Carlsbad Research Center June 14, 1983 D. Expansive Soil Job No: SD1196-00 Log No:, SD3-2662 Page Eight Results of expansion tests indicate that the fill could cause heaving/cracking of concrete walks, drive- ways, floor slabs, etc. Recommendations to mitigate expansion forces are presented in this report. I I I I I ·I I I I .1 I I I I I -1 I· Carlsbad Research Center. June 14, 1983 Job No.: SD1196-00 Log No: SD3~2662 Page Nine VII~ CONCLUSIONS ANV RECOMMENVATI-ONS A. B. c. General The proposed construction is feasible from geotephnical aspects. Conventional spread and wall footings can support the structural dead and live loads.. Two con- straints on the proposed construction qre: 1. Non-uniform bearing conditionF at Building E · (Lot 23) consisting of both fill and bedrock. 2. Results of expansion tests indicate tha~ the typical soil has a high expansion potential. Recommended Tyge of Foundation The recommended type of foundation to support ·dead and live loads is -sp~ead footings, either square or contin- uous. However, due to the dif~erence iri material type, shear strength, and compres·sibi1ity between the fill and the bedrock, it is recommended th~t_a1i footings for a given structure be founded in compacted fill. Remedial Grading · For the non-uniform bearing condition at Building E (Lot 23), it is re.commended that remedial grading be performed to remove the upper surface of the bedrock and replace it with compacted f.ill. The depth of over- excavation should be a minimum of 5 feet beneath the bottom of the·deepest footing. ·The lateral extent of remedial grading should be 10 feet beyond all sides of the structu-re. The Plot Plan, Plate 1 shows the I I I I I I I I I I .1 -I I I ' ·1 I Carlsbad Research Center June 14, 1~83 Job No~ Log No: SO1196-0Q. $03.,..2·662. D. Page Ten approximate limits of the proposed overexcavatiort. Field observations· during grading will be ·necessary to· determine the extent of bedrock overexcavation to meet the specified depth. Foundation and Slab Recommendatio~s To mitigate expansion for~es, recommendations for column, slab and exterior concrete are as follows: l. Foundations a. Columns . Columns may be supported on spread footings, a minimum of 18-inches be-low floor slab sub- grade. Reinforcement should be based on structural.loading. b. Walls Exterior and interior-footi,ngs should be con- tinuous and founded 18-inches .. below lowest adjacent subgrade. Reinforcement in exterior and interior footings should consist of a mini- mum of four No. 4 reinforc·iti<J bars, placed two at the top and two at the, bottom. -2. · Floor Slabs Floor·slabs should be a minimum of 5-inches thick~ . ' reinforced with_ Number 3 bars (both dir~c-tions) at 18-inches on center located at mid-height of the slab. Slabs and footings should be doweled to- gether with No •. 3 dowels at 3.6-inches on center. I . 1 I ·I ·I I I I 1· I I I' I Carlsbad Research Center June 14, 1983 Job No: Sbll96-00· Log No: SD3-2662 Page.Eleven 3. 4. Slabs should be underlain by 4-inches of rounded gravel or clean sand and a 6-mil visqueen ~oisture barrier,.plus a minimum of 1-inch of clean sand" between the slab and visqueen • Pre-Soaking Beneath Slabs Slab subgrade soils should be soaked to at least 5, percent above optimum moisture.con-tent to a depth of 24-inches below slab s_ubgrade -prior to placement of concrete •. The moisture penetratio~ should be verified by the Soils Engineer. Presaturation of.footing excavations is not a requirement -but they should not be aliowed to dry out prior.to the placement.of concrete. Moisture· maintenance by spray _applied membrane or sprinkling ·may be necessary. Exterior Flatwork Provided some differential movement can be tolerated, exterior slab.s on grade· (i.e. patios, walkways) may be limited to 3.5-inches in thickness and should be reinforced with 6x6~6/6 wi~e mesh. A four-inch granular base should be provided below the slabs. Although presoaking is not a require- ment, moisture content o.f optimum or above sho-qld be maintained prior to placement of concrete. Slabs should be appropriately jointed for crack control. II I I I I I I I I I I I I I Carlsbad Research Center June 14, 1983 Job No:· SD1196-00 Log No: SD'.3-2662 Page Twelve_ 5. Al:J.owable Be~ring Pressures for Footings The r~commended allowable bearing pressure for spread footings is 2000 pounds per square foot \ . provided the footings are at least 2 feet wide with a minimum of 18-inches embedment. The allow- able bearing pressure may be increased.one-third for short term wind or seismic loading·. As mentioned, it is recommended that this bearing_ value be used only for those structures to be entirely supported by fill where the minimum depth of fill is 5 feet below the deepest footing. 6. ·Expected Settlement 7. Settlement under the maximum column. loads will be less than 0.5-inqh. Differential settlement between wall and column loads will be on· the order of 0.25-inch. Lateral Load Resistance Lateral loads against buildings. may be resisted by friction between the bottom of footing$ and the supporting soils. An.allowable friction co- efficient of 0.35 is recommended. ·Alternatively, an allowable lateral bearing pressure equal t9 an equivalent fluid pressure of .. 300 pounds per square foot per fqot of depth tq a :rqaxlmum of 1,500 pounds per square foot may be used, pro'vided the footings are poured tight: against ·undisturbed soils. . . I I .I I . 1 I. I ·I I I ·1 l .1 -' I :1 . 1 I I Carlsbad Research Center June 14, 1983 Job No: SDll~16-00 Log No: S03.;.2662. Page Thirteen 8. 9. 10. 11. Retaining Walls Retaining walls should be designed to resist lateral loads cause¢ by adjacent surcharge loads • I • • • • Walls free to rotate and retaining level backfill consisting of the on-site soils, should be designed for an equivalent fluid pressure. of .50 pound1s per cubic foot. If select non-expansive.backfill is utilized the fluid pressure may be reduced to 3-0 . · pounds per cubic foot. Walls which will .be sub- jected to surcharge loads should.be designed for an additional active pressure. Adequate drainage should be provided behind the walls to prevent the build-up of hydrostatic pressures from surface water infiltration. Type Cement-for Construction. The results of sulfate tests indicate that Type II cement may be used for all concrete in contact with subgrade soils. Backfill· All trench and/or wall backfill should ·be compacted to at least 90 percent relative compactiop and tested by the Soils Engineer • Footing Observation All.footing-excavations should be observed by the Soils Engineer prior to placing reinforcing· steel and concrete. I I I I ,I l 1 I I I I 1· I I I .I I I Carlsbad Research Center June 14, 1983 Job No.: SD1196-·00 Log No: 5D3-2662 Page Fourteen E. F .. Pavement Sections In areas to be paved, subgrade soils should be exc~vated so as to provide .for the recommended depth of payement sections. The following pavements a·re· recommended.: Passenger Car Parking (T.I. = 4.0) Truck Loading and Driveways (T.I. = 5.5) Summary 3-inches of ~sphal~i9 concrete on 7-inches of rock base (Type II). ·4-inches of asphaltic concrete ·on 11-inches of ro~k ~ase (Type II). The information in this report has been based on a 'limited number of excavations, laboratory testing, engineering evaluations, etc. The purpose. of this report was to develop foundation r~commendations. The findings herein should.be considered subject to review pending completion o'f foundation plans. Updated foundation plans should be forwa:i;ded when available !or review'and comment. This opportunity to be of serv~ce is sincerely appreci~ted. If there are any questions concerning our report, please contact this office •. Very truly yours, SAN DIEGO SOILS ENGINEERING, INC. ' ' u ka €«4;.,c_ ~a 9 ~ :d oA. -William T. Altmeyer, R.C.E. 92 · Principal Engineer KWS:WTA:tm Enclosures: Figure 1, Location Map,_Appendices Plot Plan, Plate l Distribution: (6) Submitted . (5) Conwell-Marshall & Associates I I .1 I I I I I I I I I I .1 I I I APPENDIX A REFERENCES 1. "Preliminary Soil and Geologic Investigation, Carlsbad Research-Center, Carlsbad, California," prepared by Woodward-Clyde Consultants,_ dated April 27, 1981; . . 2. "Additional Studies, Carlsbad Resea-rch Cent.er, Phase I; Carlsbad, California," prepared by Woodward-Clyde Con- sultants, dated Augu~t 17, 1981; 3. "Addendum to Additional Studies, Carlsbaci Researcb Center, Phase I, Carlsbad, California, 11· prepared by Woodward-Clyde Consultants, dated September 3, 1981, 4. "As-Graded ·Geotechnical Report·, Rou,gh Grading Completed, Carlsbad Research Center, Phase I, Carlsbad Tract No. 81-10," prepared by San Diego Soils Engineering, dated April 21, 1982. I I I I 1· I ·I ·I I I I I I I I I APPENDIX B SU~SURFACE EXPLORATION The subsurface exploration consisted of· 8 borings drilled to a maximum depth of 2.5 feet. Logs of Borings are. presented herein. as Figures B-2 through B-9. An explanation of Logs of Borings terminology is presented in Figure B-1~ California sampler resistance blow counts were obtained by driving a 2.625-inch I.D. sampler with a 3,400· pound hammer dropping through a 12-inch free fall. The blows per foot recorded on the Logs of Borings represent the number ot blows that were required to drive the sampler 12-inches. Boring log notation for the California sampler is indicated below: ~. California Sampler I I I I I I I. I I I I ' I ·I I I I I I PRIMARY DIVISIONS GROur·· SECONDARY DIVISIONS SYMBOl GRAVELS CltAN GW \.\!ell graded giavcls grilvt!l-~;,rid· n11atu11::, htlie o, no s GRAVELS fines !J ,~ MORE THAN HALF CUSS lMAN GP Poorlv 9radt>d gravels or gravel-sand mu,tures. hUle or S% FINES> no fines. &1 OF COARSE FRACTION IS GRAVEL GM S,liy gravels. gravel-sand-silt mi1turcs. non-pl1Shc fines (a -~i ~ LAAGER THAN WITH z II, I ii; NO. 4 SIEVE FINES GC Clayey .gra~ls. gravel-sand-clay mi11tu,es. plastic f,n,s. I CLEAN -i CE SANOS SANDS SW Well graded sands, gravelly sands. little or no fines. ' w I I iii MORE THAN HALF (LESS THAN SP Poorly graded sands or gravelly sands, little or no fir:n I OF COARSE 5._ FINES) ~-' Ill u, FRACTION IS SANOS SM . Silty sands, sand-silt mixtures. non-.,pl~s~ic fffl. I ;-SMALLER THAN WITH .. . , NO. 4 SIEVE FINES SC . Clayey sands; sand-clay mi•tures. plastic fines. Ill SILTS AND CLAYS ML lnor~anic s,lts and very tine sands rock flour silty o, · ~ N c .avr:v f,ne sands or clayey sills with shght plas1tc1ty. ~ ~ en 0 CL lnorcc clavs of low to medium plasticity. gravelly Cl) ;ii LIQUID LIMIT IS c · . sandy clays. silty clays, lean _clays. fa en en LESS THAN SO~ Ol Organic silts and OIS}lniC Sitty days Of low plasticity. z I !! s lnor2anic silts micaceous ,,, dia1omaceo1.1=o iine sandy o, I i~ SILTS ANO CLAYS MH . ,llv soils.'elastic sills . a: i I liJ UQUIO LIMIT IS CH Inorganic clays.of high plasticity. fat clays. it GREATER THAN SO% OH Organic clays of meci,u"' to high plasticity. organic silts. HIGHLY ORGANIC SOILS Pt· Peat and other ~ig~ly organic soils .. DEFINITION OF TERMS U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS 200 40 10 4 3/41 3". 1211 SAND GRAVEL SILTS AND CLAYS I I COARSE COBBLES BOULDERS FINE MEDIUM COARSE FINE GRAIN SIZES . SANDS.GRAVELS NSJ BLOWS/FOOT t CLAYS AND STRENGTH* BtOWS/FOOT t NON-PLASTIC SILTS PLASTIC SILTS VfRY LOOSE o-4 VERY SOFT 0 -1/4 0 -2 LOOSE 4 -10 SOFT 1/4 -112 2 -4 FIRM 1/'Z -, 4 -. MEDIUM DENSE 10 -30 STIFF 1 -2 I -16 DENSE 30 -50 VERY STIFF 2 -. 16. -32 VERY DENSE OIER50 HARD OVER 4 OVER32 RELATIVE DENSITY CONSISTENCY t Number of_ blows of 140 pound hammer talhng 30 inches, ro drive' 1 2 inch 0 ~. (1-3/8 inch 1.0.J . 1Pli1 spoo" CASTM D-1586>. · 4U,confined comp,essive 11rength in tons/sq. ft. as determined by laboratory testing Ot approiimated by lhe standard penetration test CASTM D-1586). pocket penetrometer. torva!le, o, visual observation. . KEY TO EXPLORATORY BORING LOGS. Unified Soll Classification System (ASTM D-2487) JOB NO.: IDATE: FIGURE: SD1196-00 JUNE. 1983 B-1 SAN DlfGO SOil S ENGlNffRING. INC. I I I ·I· I I ·1 ' i<i-:·, ·I I I ,· .. 1· I I I I ,,. DATE OBSERVED: __ ;;.iS/r...;2:;;..4;:;s./..;;8;..;;3;,._ ___ METHOD OF DRILLING: __ 24_·1 _B __ u_c_k_e_t_A_u--'g~e;_r;_· ________ _ • LOGGED BY: K.S. GROUND ELEVATION: Pad Grade _LOCAJ'ION: See P~ot :t>lan :c :;: ! s ~ 0 2 If,, !!: • a, • a, 0 C _, a ~ Ill mw IIC.J a :)A, C t-a a, COc ~ Seo _, z ::, w@ >~ a:o 0A, § .. w-.,.z o> a,111 c!:: _.,_ Oz ii ao zW 0 BORING NO. 1 . DESCRIPTION SOIL TEST. ~ m -o,-t..&-+-~+---t~-+---,1--~~~--------~~-------------+....;. _______ _. FILL,i Brown with: g:reeti· grey-mptt.l.ed. Ill a ::,. m -a - - - - 8 -· : - CLAY., moi·st,. compact. P/llXlX 7.5 115 ATTERBERG -i-..:.+==l~:S,.:.:.:....i.:::_~===~~.;__--., __ _:_ ___________ j EXPANSION WEATHERED BEDROCK/COLLUVIUM:. Brown . SULFATE. clayey SILT, mist, firm BEDBOCK: Point IDma Formation; Olive SILTSTONE, moist, stiff, fractured and blocky - 10-. ,.6. ;>< C>< u.1 114 .. ' ' ' f : .....• _ @ 6'. V~ry sti_f:f .... ,;;, .. ,;, . ,. ,, ~-,. ;, ~ ·~~~;,:,;,,., d&¥l!i!1liE :· L.,:.,.: ~ . : ,,, ·. - - -' 15- --. - - 20- - - - - 25- - - - - 30- - - - - 35- - - - - 40- JOB NO.: SO1196-00 TOTAL DEPTH 12 ' No Water No caving /" '.,. .,. .. ~. h~ -- ~ .... !- . ··,.- LOG OF BORING .• , .;t.:;-",: . ~- ~ ' ) ·~· - SAN DIEGO SOILS ENGINEERING. INC. I I ·1 I I. ',. I' 1,1~, ~~ • • • I I· 1·· I I I I ·I I I I 1·--· DATE OBSERVED: __ -'5/:...2_5...;./_a_J ____ METHOD· OF DRILLING: __ 24_'_'._B_u_c_k_e_t_A_u ___ g"-e_r _________ 1 LC>GGED'BY: ~.s. GROUND ELEVATION: Pad Grade.LOCATION: See Plot Plan z ~ 0 Ill ij Ill IL C, ... ;: % ~ ;; .A, 0) Ill C 0 ... -o fi - - -- I- - - -- - - - ~ 0 Ill wl >~ 0 Ill r. ~(,) 0 ID 0·111. IL ~~ 2 ~~ 111""' ... ::,111,. ,c. i?z c,> co ~s a, 9111, c~ ~ .9,c ~ o!i ..,- 0 Qa) .., 20 111.I .., z ::, . g~ ID ::, ID C, P/2 XX. 9.4 119 P/2~ 7.9 116 BORING NO. 2 DESCRIPTION FILL:-Olive-brown siLty CLAY, moist.,. -compact, brown topsoil Qlay mixed .in 1·. ·' . WEATHERED BEDROCK/CO·LLUVIUM,:::·: Light,.:,::,· red-brown silty SAND, dry-iooist, medim -~~e . SOIL TEST CONSO~IDATION DIRECT SUEAR ATTERBERG EXPANSIO ~ SULFATE CONSOLIDATION . ·. ,' .. : .. ~-;~(';_t,..,;.'t: ... ~:-'··\7t-",, •• ;.-.:.:' .-.;:.: .. -', ;._..,_·. 11-;. _--1-~6_.,X~· -,kx~,t,i-6•.--. a""'·"", 1-1--· 4-: +B,...E.,.,D_BO_CK.....,.,: ......... P ... _o_i..,.' -n---~"":' ,-.iD-.. ~=-m--a-. _,-E'-o_rn_~---.... t,...~o-· n ........ ; ...... L-l.-. g .... h .... , t----'. ,,. \ ·:· .:· · .. green SILTSTONE, moist, stiff.with -· or~ge staining, blocky _·,-.... 1 __ ;-,: ·~··;~_-.. ,,~<-J.; .. ~~--•. ·:\·-: . - 1 • :.. , - - 20--t--+--+--+--l---+---1-----,----------------1 -.. - - - 25- - - - -· 30-· - - - 35- - - - - 40- JOB NO.: SDll 96-00 TOTAL 'DEPTH 20·1-'. ·: • . No Water. No Caving : ,,., ' .. '' . ;_ , ... r~,· .. l-· ' ' ~- LOG OF BORING !FIGURE: B-3 SAN DIEGO SOILS ENGINEERING, 'INC. '~ .· ... ~ {. I -·-1 --.,1· I I :)I: -.. \ .,., \"• ··,:· . :I ·-1· ::1· .. . :I ! ;I .I ·1· I- I I I DATE OBSERVED: __ ....;;S4./.;;;2.;;.5.r.../.;;.8;:;.3 ____ METHOD OF DRILLING: ___ 2_4..,."_B_u..;.c,;;,,;.k..;.e,;..;;:t:;;;....;;A,;;,;;u;;,.gt.;;;e;;;::r~----- LOGGED BY: ffi g ... -0 ~ 0 w II,, 2 II,, ..,, ... :z: II,, . co ... ;; -· a.. co 0 w C _, 0 ~o rl m -. ' - - a- - - --,' 10.:.. . ' ._ .. _ :,;,-''. ,-:i1-, ·.,· - - - 15- - - - . 20- - --. 25- - - - 30- - - 40- K.S. 0 w w _, mw L 2 !E C t-:t co COc ~ Seo _, z :::, :::, II ~ROUND ELEVATION: Pad GradeLOCATJQ.N: See Plot Plan . · ... !;>,•:.:. BORING NO._-_3 _ DESCRIPTION ,_ ~: Mottl~d :brown silty CLAY~ I!\Oist, · ,_ compact WEATHERED BEDROq<:/cOl; .. ;tiQYIU~1: Brown silty CLAY, moist fi.rm BEDRO(l{: Point Loma Formation; Olive and brown SILTSTONE, ir,c;{s't, stif:l;, · ·· .-. o~ocky-fracturedi·_· :: <:. -_._: .· ·: .. -:.: _, • :~ -.::., ·w,1-1:, , ·t•. ;-_.,s·..:.;~/.·, ... :.,,.';,.!--:;-· .... :..,:,:"t-;.,_ __ ·.--:·..,, •. /;.:.;:~~-:,·,,..~y·;,,~;-2~:.'; ~ 10 1 Less weathered, very stiff TOTAL, DEJ?m.13' .. ~o Water ~ Caving :=-:.···· ...... ·-;.::"..•. ,. .; :~,.. , .. • : ~·.;: :.~.-.::' ••••• 4 ~-.-: i •.. I. .. SOIL TEST -:~ ·..... . .. ..-' .. 'JOB NO.: SD1196-00 I : LOG OF BORING _ jFIGUR.E: B-4 . SAN DIEGO SOIL'S ENGINEERING, INC. I I I I I I :1 ·I I I :I ' ! ;1 I I 1. I DATE OBSERVED: LO~GED BY: K.S. J: g ... a w e 0 l&I ..I l&I 0 •w A. l&I ... CIC..1 2 ... g -.... :)A, C :c !!: co ... 2 co • co . ... co _c :I-' A. co 0 aco ..I l&I C ... z :::, a ~ • :::, • -o - - ... -~ 2 &- - - - - 10 '•. - 4 ~. - - 1&- - - - 20- - - - - 25- - --. 30-, . . -. 3&- - . 40- JOB NO.: sl2s;a3 METHOD OF DRILLING: . 241i Bucket Au9:er : GROUND ELEVATION:Pad Grade LOCATION: See Pl.ot Plan wi >ti: CIC() BORING NO. 4 ac-0A. :::,t-1&1-t-Z . o> SOIL TEST cow ct-_.,. Oz ... -A.= 20 z1&1 DESCRIPTION () . -a FILL: :t1.i0ttled green...:purple to brown-.. --grey silty CLAY, moist, compact 4.8 122 DIRECT SHEAR ,. .. . : . ~ .. .. .. . " .. ·~=-~:: ,-. '< lr< r~:,.-..J:~4;~~~~-f:~;,;; ·. t ; .. .· ,.: ,•, WJ!!ATHE!Ul:D BED:ROCK/COLLUVIUM: Dark:.:-. . -.. . · -:~,_-... brown CLAY, moist, firm .. .. 10.l 113 BEDBOCK: Point Loma Formationi·Olive with orange stains, SILTSTONE, _moist, .. stiff to very stiff, blocky .. -·. .. , . TOTAL DEPTH 17' No Water No Caving . : ' , -~ ; ,, '. ·, '~ ., . .. . I .. .. -.. ' ,. __ , ,• . ' " "L •' - -- ' .. .. .. ·, - LOG OF BORING -I FIGURE: B-5 SAN DIEGO SOILS ENGINEERING, INC. I I I I I 1,- ·I I ·I ::I ' .I I I I I I· DATE OBSERVED: ___ S_/_2_5_/_B_J ____ METHOD OF DRILLING:--'-_,___2_4_'_' _B_u_c"'""'};'--e...;t~A;..;;u;,..g~e.;;;;r _____ _ LOGGED BY: K • S • GROUND ELEVATION: Pad GradeLOCATION: See Plot Plan ~ ! ... 0 w ij 0 w w 0 mw LI. () LI. a:_, -ii; ... :::ua • % CD ... 2 ... CD 3 CDc A. a, 0 Seo w C _, z 0 rl m :::, ~o w wl >~ _, a:o BORING NO. 5 A. 0Q. 2 a:~ w-C =>z CD ~w o> SOIL TEST !~ c~ .. ~-_,-Oz o..l _, 20 DESCRIPTION ::, () zW m -0 WEATHERED BEDROCK: Dark green:-olive· .. .. -CLAY, moist to wet, firm - - -@ 4' less weathered MAXIMUM DENSITY s- - - 10 BEDROCK: Point Loma Formatic;>n; Olive clayey SILTSTONE, moist, 0 s_t~ff, blocky t--_-f_ -. -,_.-+-_-_ --t--+-------lf---.._-------.. -. ,-. _--"'-:--,.-,:.! -___ -.:..;.:. ---~ :--..... --.. r~-,-··-='-•,'-·:.:----.:.-:-..·;.--~~------:----.... ~..J·~-;::~~sii·.: .. ,::i,; '.,,-~, --~\ ; ,,¼·:: ; - - - - - 115- - . • - - 20- - - - - 25- - - - - 30- . 315- - 40- JOB NO.: S0119.6-00 TOTAL DEPTH 101 No Water No Caving '{·' . , ---· ', .. _. .. 'r••• .,· , -, .-· -r,·. LOG OF BORING jFIGURE: B-6 SAN DIEGO SOILS ENGINEERING, INC .• I I I I .I I I I I I. I 1.·; 5/25/83 24 11 Bucket Auger.-DATE OBSERVED:---=-_...:. _____ METHOD OF DRILLING:---,---------~--------- LOGGED BY: e ~ s w ~ 0 !: !:? ~ I&. • :z: t ; ~ • 0 C -' K.S. 0 w w ..I IDw A, a: ..I 2 :)A, C t-:a • ~c ~ o• ..I z :::, :::, ID GROUND ELEVATION: Pad Grade LOCATION: See Plot Plan ->~ Cl:() BORING NO. 6 w_ QA, a:.,_ w-:::,z t-w u> fl.,. ct: . ' Oz -'• 20 A.z DESCRIPTION zW () SOIL TEST w 0 rl ID -o--+---+--1--+--+----t--+-------------------..----------------1 -0 FILL: Dark brown slightly s~ndX,.~LAY, moist-wet, compact, mottled - -p - - xx 8.8 116 ATTERBERG EXPANSION SULFATE 8-P/115<' 7.0 120 CONSOLIDATION -+--+--t"-+-+-~~=.:=-t~W~E-A-TH~E-RE_D_B_E_D_RO_O_<_/_C_O_L_L_UV_I_U_M_:_B_r_o_wn __ _JDIRECT SHEAR - - - 10- - - - 18-,. -. . . 20- - - -- - 25- - - - - 30- . . . . 38- -· . . 40- JOB NO:: SD1196-00 silty fine sandy CLAY, dry to rroist, fi:pn • ~ •-I• . ' : '-. ·~ . BE.DROCK:. Point Loma. Formation-; Olive-. _ g~en: il:layey -~ILTSTQ~E ,· moist, : stiff~ bl~·cky··· ·· ..... ·, ··'.-.. ·,J:-~--~-----,, .,._,, .. -;,,;"":.;,.--· --.-!4~~,_,-.,:.::-.. ,.~,-,,-.. TOTAL DEPTH 12' No water No caving ··::,1 -,,,, ' ... ' - " -•-,--,-·,· '• : ~ ~,-· .. . '. LOG OF BORING 'jFIGURE: B-7 SAN DIEGO SOILS ENGINEERING,_ !NC. I ·1 I I I I I ·1 ' i .I I I I . I I I I· DATE OBSEAVED: ___ S.;._/25....;/_S_J ____ METHOD OF DRILLING: 24" Bucket Auger LOGGED BY: K • S • GROUND ELEVATION: Pad Grade LOCATION:_ See Plot ·Plan i: z ... 0 .w 0 ij 0 w .... w 0 1Dw A, w ::I LI.. () LI.. ~ .... -ii: .... :>A. C a, 1-::E a, :c ;; 3t !le ... ~ A, a, 0 QO, _, w C _, z ::, 0 5 ID ::, ID -o - - - - 5- - - - 10- " ':. ·- - . - 15- - - 20- - - - . 25- . - - - 30- . 35- - . 40- JOB NO.: SD1196-0Q wi ~-::, ... t-Z a,W -1-Oz 20 () >ti: ~() 0A, w""" u> ct: .la, A.z zW -0 ,, ' ·~ ,·, BORING NO. _1_ DESCRIPTION ~: Dark green and brown silty CLAY~ moist, com9act, mottled @ 3' Dark red sandy CLAY, few cobbles t'IBATHERED BEDROCK/COLLUVIUl~·;, B~own !fine; sandy CLAY; :mci±·st', firm·i··with · ·" lcaliche @ 10.5' Green-brown silty CLAY, moist, firm to stiff BEDROCK: Point Loma Formation,; Olive- lgrey green clayey. SILTSTONE t· moist; : ~ :~ SOIL·TE~T · ~ Lstiff to very stiff, with orange stain- I ,linq ' ...... : , ~. . , LOG OF BORING I FIGURE:. B-8 SAN DIEGO SOILS ENGINEERING, INC. ·1 I :I I :1.:\· ,'_ ;i\{; :.-, I- I . I ; . I ;I .I I,. ,,· ' ,--~-- «, DATE OBSERVED: __ --:5/~2_5..:./_a_3 ____ METHOD OF DRILLING: ___ 2_4_''_B_u_ck_e_t_A_u_,g'-e_r _______ _ LOGGED BY: K.S. GROUND ELEVATION: Pad Grade LOCATION: See .Plot Plan z ;: 0 w ij ILi ~ 2 -% !:!= ... 0) A. 0) w C 0 ... 0 w wi >~ 0 l&I .., a:u 0 IDW A. a:-01. ~ a:.., :I :, ... w-' :,1,, C ..,z u> 0) ... s a, a,W ct: ir: !!c ~ _..,. Oz ;,JO) 0 00) .., so Lz .., z :, zW ID :, ID () -0 BORING N0._8 _ DESCRIPTION SOIL TEST --o ~ . - . . a- - - . . 10- ' - - - - 15 . . . . 20- - - . . 25 . . . 30- . . . 35- - . . - 40- JOB NO.: . ' ~: Brown-dark green. mottled ct,AY, !moist, cont9act P/1 XIX 9.1 112 ' .. . , Brown organic clay fill lenses 10.6 108 tlEDROCK: Point Loma Formation; Dark ·olive clayey SILTSTONE, moist, st:i.ff -:. .. • .. ',;.,, . ~.:._, ·:: .... ~ . ~-, -. ~ 22' Blocky~very stiff "OTAL DEPTH 25 1 Ii<> Water Ii<> Caving LOG OF BORING .-~ .. CONSOLIDATION DIRECT SHE~ MAXIMUM DENSITY I i· I.FIGUR'E: B-9 SAN DIEGO SOILS ENGINEERING, INC. I I .I I I I I ·I I I :1 ;I I I ·I I I I I A. B. c. APPENDIX C LABORATORY TESTING Index Tests Moisture content and dry density determinations were made for most ring ~amples. Results 9f moisture-density deter- minations are shown on the togs of Borings, included in Appendix B of this report. Results of Atterberg Limits, consisting of both liquid limit and plastic limit analyses, for the silty clay/c:layey silt are plotted on the Plas.ticity Cha~t in Figure C-t. Atterberg Limits were performed in accordance with ASTM: D 423-72. Consolidation:Tests Consolidation tests were performed on bedrock ring samples. Water was added to the apparatus at the load indicated on- the consolidation curves. The consolidation test results are presented on Figures C-2 and C-3. Direct Shear Tests Direct shear strength tests were performed on selected relatively undisturbed ring samples. · To·. simulate field conditions, the samples were tested under a nqrmal load approximately equal to the in situ_ effec,tive normal load. The test results.are presented on Figures C-4 and C-5 and performed in accordance with ASTM: D 3080-72. I I I I I I .1 ·I I I I I I I I I I ·1. ' I D. E. F. Maximum Density/Optimum Moisture Cont~nt The maximum dry density/optimum moisture content relation- ship was determined for typical samples of the on-site soils. The laboratory standard used was ASTM: D 1557-78. The test results are summarized on Table l,.Figure C-6. Expansion Expansion tests were performed on representative samples of the on-site soils remolded and tested under a surcharge of 144 pounds per square foot in accordance with the Uniform Building Code Standard No. 29-2. The test results are summarized on Table 2, Figure C-6. Sulfate Tests Sulfate test results are summarized i~ Table 3, Figure C-7. I I ·1- 1 .I I :I ,1 I ·1 ;1 I ·;I. I I I I .I I 1· PLASTICITY CHART eo V ~ ao V -CH :~ 'lit -• 40 ·~ )( V w / 0 CL z -r:, > 30 0 V .... -A 2 MH .... ~ a, 20 V or ,c OH ...I A. / .. 10 •· . 1/. '• .. ', .. 1----... . .. -. ' -·CL-ML V//////,/· ···MLorOL"· ' . ' •( ; .·.• .. ·-.-.. -~ ... ... ~:-~::!-.;:,-:· r:.~-~ , .. - 4· ..... ---ML 1./ I 0o 10 20 30 40 50 80 70 80 80 100 LIQUID LIMIT (CJO .. ,·. , .. NATURAL. PLAS-PASSING UNIFIED SAMPLE LIQUID LIQUIDITY SOIL SYMBOL BORING DEPTH WATER LIMIT TICITY NO. 200 INDEX CLASSI-NO. (FEET)' CONTENT uo· INDEX SIEVE on· FICATION OU on (") _SYMBOL 8 1 2 7.s 14-. 26 78 -·~" ·-1 C,I,. . ' 0-2 3 9.4 37 28 69· .. CL [:] 6 2 8.8 39 31 61 .. er;· - , ATTERBERG LIMITS JOB NO.: 'DATE: 1983 . rlGUR~: SD1196-00 JUNE, C-1 SAN DIEGO SOILS ENGINEERING. INC. I I I I .1 I :I .. '. ·:';'' ': ·,: I ·1 ·1'. . ' I. I I I" I I I I ; . . , ... 1i: f -:c ... C, z Ill a: ... • C, z i C Ill :c GO. BORING DEPTH COHESION, ANGLE oi:,..,.... ___ s ... A_M.,..P_L_E _____ D_E_S ___ C_R_IP...;;.T.;;.;.IO_N _____ --4 NO. FEET) (PSF) FRICT.ION 40001----=2:...-__.""'-___,;3~__.___;;3;..;0;,..;0;...__.i.,_....;4;.;;;l;,_,-o-J..-----,lfllrllll,-----------f 3000J..-----+------+---------,,.----,-.-~-------+---------i , ' r ~ • ; · 1000J..---_,._...,_ ______ -+---------+---------.,......---...-· ....,: ... ··....,.-+------.....;.~ ',-" ... ,'_. / / :.. .-~ ., . -· -·, ,,\. -. '-~ • .. ~-~ :-.ti-~-~-:.t:~, ~ •• _. ~:; -<~~ ·.:~ ~:,; '\"II,:~-{::· <:~:,,~ ·,../~ ::.:-~:~. /.,-~: ~-4 ~ :·--~ . :•,' :; . ._;,.:-;~:~/ -..., -'~-··, ·-- 1i: co A. - ·r .. 00 1000 4000 500.0 6000 BORING SAMPLE DESCRIPTION NO. 4000 4 3000J..-----+------+-------+---------+..-----i--.;._----,-___,. oo~-----~~---==':-=---------=~--------:-:1=-::------.---=~-:---....... -~ 2000 3000 . ; 4000 5000 6000 . NORMAL LOAD (PSF) JOB NO.: SO1196-00 SHEARING STRENGTH TEST FIGURE: C-4 SAN DIEGO SOILS ENGINE-=RING, INC • I ·1 ., .I I I ~ (0 Q. -::c ... C, z LLI 0: ... (0 C, z i C LLI ::c . (0 BORING !;)EPT.."! COHESION. ANGLE OEoi------,.-s .... A __ M ___ PL __ E ___ D_E_S __ C_R_IP..;.T,._IO __ N _______ -1 NO. ,FEE 11 (PSF) FRICTION, .,_ __ ;;..;;;.,_+-_____________ ........ _._-+-______ ....,. 6 6 1200 24° 4000..,_ ______ .._ _________________ .....;; _____ __._ ___ -... ___________ .........-j '. •; . 30001------,1,-----+--.---+-/-----~~;pr,~. -_-_---+--------------i r.V 20001------+---~---..:.-.----+------+-----+--------1 ,..er ,,,, ,,,, ...-. :10001------..------+------+---.,.._.,..--t,_.,.--~--.-+--------:-,-~ _,,._ ... ,·,~ :·-.. ' ... ,.,_;/L. )~--~·-" _,._, .. _. ---~._:;: ~ (0 Q. -::c ... C, z Ill 4000 3000 o: 2000 ... (0 C, z ~- ::c • 1000 0 0 JOB NO.: BORING NO. ,_ ·-.. · SO1196-00 1000 DEP!.:t (FEE ' 1000 2000 3000 4000 5000 8000 NORMAL LOAD (PSF) COHESION. . (PSF) ANGLE OF FRICTION.0 SAMPLE DESCRIPTION . . .. ., ' . · . . .. . . ,. 2000 3000 4000 50 ~g 80 OQ . NQRMAL LOAD (PSF) SHEARING STRENGTH TEST FIGURE: C-S SAN DIEGO SOILS ENGINEERING, 'INC. I I 'I. I I' I I. ·1 ·I I I .I I I I· I I I.' I . TABLE 1 MAXIMUM DENSITY/OPTIMUM MOISTURE CONTENT OPTIMUM 'l'EST, MAXIMUM MOISTURE LOCATION DRY DENSITY CONTENT (%) (.pcf) B-5 @ 3' 112.5 16.5 B-8 @ 6' 122.2 10.2 TABLE 2 RESULTS OF EXPANSION TESTS TEST EXPANSION EXPANSION LOCATION INDEX POTENTIAL B-1 @ 2' 78 Medium B-2 @ 3' 115 High B-6 @ 2' 83 Medium Job No: SD1196-00 Date: June, 1983 Figure: C-6 I I I I I I I·. ·I I I :I ;I I I I I I I I . TEST LOCATION B-1 @ 2' B-2 @ 3' B-6 @ 2' Job No: SO1196-00 TABLE 3 RESULTS OF SULFATE TESTS ' % SOLUBLE , SULFATE • 0.202% .0230% .0222% bate: June, 1983 . Figure: C-7 I 1· I ·1 I I I . I I I I I I I I I I I I 1. 2. 3. 4. s. 6. 7. a-~ 9. 10. 11. 12. APPENDIX STANDARD GUIDELINES FOR GRADING PROJECTS TABLE OF CONrENTS GENERAL •••••••• DEFINITION OF TERMS •• OBLIGATIONS OF PARTIES. SITE PREPARATION. SITE PROTECTION. . . . . . . . . . . . . . . • • • . . . . 1 . • . . 1 . . • • • • • 5 • • • • • • • ,5 . . . . . • . 6 EXCAVATIONS •••••••• 6.1 UNSUITABLE MATERIALS. . . . . .. . . . • • 8 . . . . . . . . . . • • 8 6 • 2 CUT SLOPES • • • • • • • • • • • • • • • • • • 8 6 • 3 PAD AREAS • • • • • • • • • • • • • • • • • • 9 COMPACTED FILL. • • • • • • • • • • • • • • • • • • 9 7.1 PLACEMENT •••••••••••••••••• 10 7. 2 MO I STU~. • • • • • . • • • • • • • • • • • • 11 7. 3 FILL MATERIAL • • • • • • • • • • • • • • • • 12 7.4 FILL SLOPES •••.•••••••••••••• 14 7.5 OFF-SITE FILL •••••••••••••••• 16 DRAINAGE. • • • • • . . . . • .16 STAKING •••••••• . . . . ~ . • .17 . . . . . . "• . . . . . . . . . SLOPE MAINTENANCE •••• • 10.l LANDSCAPE PLANTS ••• 10.2 IRRIGATION •••• . . . . . . . . . . • • 17 10. 3 10. 4 MAINTENANCE •• REPAIRS • • . . . . . . .-. . . . . . . . . . . . . . . . . . .18 .18 TRENCH BACKFILL. STATUS OF GRADING. . . . . . . . . . . . . . • .19 .20 . . . . . . . . . I I I I -I I I I I I I I I I I I I. I 'I 1. 2. STANDARD GUIDELINES FOR GRADING PROJEC1S GENERAL 1.1 The guidelines contained herein and the standard. details attached hereto represent this firm's stan- dard recommendations for grading artd other..:-associated operations on construction projects. These guide- lines should be considered a portion of the project specifications. · 1.2 All plates attached hereto shall be considered as part of these guidelines. 1. 3 The Contractor should not vary from these guidelines without prior recommendation by the Geotechnical Con- sultant and the approval of the Client or his auth- orized representative. Recommendation by the Geo- technical Consultant and/or Client should not be considered to preclude requirements for approval by the controlling agency prior to the ·executiqn of any changes. ·1.4 These Standard Grading Guidelines and Standard De- tails may be modified and/or superseded by recommen- dations contai·ned in the text of the prelimina-ry geotechnical report and/or subsequent reports. 1.5 If disputes arise out of the interpretation of .these grading guidelines or standard details, the Geotech- nical Consultant shall provide the governing inter- pretation. DEFINITIONS OF TERMS 2.1 2.2 2.3 2.4 ALLUVIUM -unconsolidated detrital deposits re.sulting· from flow of water, including sediments deposited in river beds, canyons, flood plains, lakes, fans at the foot of slopes and estuaries. AS-GRADF;D ,(AS-BUILT) -the surface a.n,d subsurface con- ditions at completion of grading. BACKCUT -a temporary construction slope at the rear of·earth retaining structures such as buttresses, shear keys, stabilization fills or retaining walls. BACKDRAIN -generally a pipe and gravel or sim:j.lar drainage system placed behind earth retaining struc- tures such as buttresses, stabilization fills and retaining walls.· I- I I I I I I I I I I I I I I I I I I Page Two : 2.5 BEDROCK -a more or less solid, relatively undis- turbed rock in place either at the surface or be- neath superficial deposits of soil. 2.6 BENCH -a relatively level step and near vertical rise excavated into sloping ground on which fill is to be placed. 2. 7 BORROW (!mpor.t) -any fill material hauled to the project site from off-site areas. 2. 8 BUTTRESS FILL -a fill mass, the configura·tic;m of which is designed by engineering calculations to retain slope conditions containing adverse geologic features. A buttress is generally specified by min- imum key width and depth and by maximum backcut angle. A buttress normally contains a backdrainage system! 2.9· CIVIL ENGINEER -the Registered Civil Engineer or consulting firm responsible for preparation of the grading plans, surveying and verifying as-graded topographic conditions. 2.10 CLIENT -the Developer or his authorized representa- tive who is chiefly in charge of the project. He shall have the responsibility of reviewing th~ find- ings and recommendations made by the Geotechnical Consultant and shall authorize the Contractor and/or other consultants to perform work and/or provide · services. 2.11 COLLUVIUM -generally loose deposits usually found near the base of slopes and broug~t there chie~ly by gravity through slow continuous downhill creep ... (also see Slope Wash). 2.12. COMPACTION -is the densification of a fill by mech- anical means. 2.13 CONTRACTOR -a person or company under contract or otherwise retained by the Cli.ent to perform demoli- tion, grading and oth~r.site·improvernents. 2.14 DEBRIS -all products of clearing, grubbing, demoli- tion, contaminated soil material unsuitable for reuse as compacted fill and/er any other material so desig- nated by the Geotechnical Consultant. 2.15 ENGINEERING GEOLOGIST -a Geologist holding a valid certificate of registration in the specialty of Engineerin9 Geology. .· ·-::, I I I I I I I I 1· I I I I 1· I I I I I Page Three 2.16 ENGINEERED FILL -a fill of which the Geotec;:hnica-1 consultant or his representative, during grading, has made sufficient tests to enable him to donclude that the fill has been placed in substantial com-- pliance with the recomrtlenda tions of the Geotechnic-al Consultant and the governing agency requirements. 2.17 EROSION -the wearing away of the ground surface as a result of_ the movement of wind, water and/or ice. 2.18 EXCAVATION -the mechanical removal of earth materials. 2.19 EXISTING GRADE -the ground surface config~ration prior to grading. 2.20 FILL -any deposits of soil, rock, soil-rock blends or other similar materials placed by man._ 2.21 FINISH GRADE -the ground surface configuration at which time the surface elevations conform to the approved plan. 2.22 GEOFABRIC -any engineering textile utilized in geo- technical applic~tions including subgrade stabiliza- tion and filtering. · 2.23 GEOLOGIST -a representative of the Geotechnical Con-. sultant educated and trained in the· field of geolog.y • . 2.24 GEOTECHNICAL CONSULTANT -the Geotechnical. Engineering and Engineering Geology consulting firm retained to provide technical services for the project. For the purpose of these specifications, observations by the Geotechnical Consultant include observations by the Soil Engineer, Geotechnical Engineer, Engineering Geologist and those performed by persons employed by and responsible to the GeotJchrtical Consultants. 2.25 GEOTECHNICAL ENGINEER -a licensed Civil Engineer who applies scientific methods, engineering principles and .professional experience to the acquisition, interpre- tation and use of knowledge of materials of the earth's crust for the evaluation of engineering problems. Geo- technical Engineering encompasses many of the engi- neering aspects of soil mechanics~ rock mechanics, geology, geophysics, hydrology and related sciences. 2. 2.6 GRADING -any oper,;1tion consisting of excavation, filling or combinations thereof and associated opera .. tions. 1 · 2.27 LANDSLIDE DEBRIS -material, generally porous and of low density, proquced from instability of natur.al or man-made slopes. 2.28 MAXIMUM DENSITY -standard laboratory test for maximum ciry,unit weight. Unle$s otherwise specified, the maximum dry unit weiq.ht. shall,. he. de.termined in accor- ,,,, ,-: I I I I I I I I I I I I I -I I I I I I Page Four 2.29 OPTIMUM MOISTURE -test moisture content at the maximum density. 2.30 RELATIVE COMPACTION -the degree of compaction (expressed as a percentage) of dry unit weight of a material as compared to the maximum dry unit weight of the material. 2.31 ROUGH GRADE -the ground surface configuration at which time the~urface elevations approxi~ately ·conform to the approved plan. 2.32 SITE -the particular parcel of land where·~rading is being performed. 2.33 SHEAR KEY -similar to buttress, however, it is gen- . erally constructed by excavating a slot within a natural slope in order to stabilize the upper por- tion of the slope without grading encroaching into the lower portion of the slope. 2. 34 SLOPE -is an inc'lined ground surface the steepness of which is generally specified as a ratio of hori- zontal: vertical (e.g. , 2 :·1) • ' . 2.35 SLOPE WASH -soil and/or rock material that has been transported down a slope by mass wasting assisted by runoff water not confined by channels {also see Colluvium). 2.36 SOIL -naturally occurring deposits of sand, silt, clay, etc. or combinations thereof. 2.37 SOIL ENGINEER -licensed Civil Engineer experienced in soil mechanics (also see Geotechnical Engine~r). 2.38 STABILIZATION FILL -a fill mass, th;e configuration of which is typically related to .. slope height and is specified by the standards of practice for enhancing the stability of locally adverse conditions. Asta- bilization fill is normally specified by minimum key width and depth and 9y maximum backcut angle. A stabilization fill may or may not have a backdrainage system specified. · 2.39 1 SUBDRAIN -generally a pipe and gravel or similar drainage system placed beneath a fili in the align- ment of canyons or former drainage channels. · 2.40 SLOUGH -loose, noncompacted fill material generated during grading operations. 2. 41 2.42 TAILINGS -nonengineered fill which accuµtulates on or adjacent to equipment haul-roads. TERRACE -relatively level step constructed in the face of a graded slope surface for· drainage control • ,_,,,,. ~ r ...-,: • _.. I I I I I I I I I I I I I I I I I I I Page Five 2.43 TOPSOIL -the presumably fertile upper zone of soil which is usually darker in color and loose. 2.4~ WINDROW -a string of large rock buried within en- gineered fill in accordance with guidelines set forth by the Geotechnical Consultant. 3. OBLIGATIONS OF PARTIES 4. 3.1 3.2 3.3 The Geoteqhnical Consultant should provide observa- tion and testing services and should make evalua- tions in order to advise the Client on geotechnica1-· matters. The Geotechnical ·consultant should report his findi.ngs and recommendations to the ·client or his authorized representative. The Client should be chiefly resp9nsible for all aspects of the project. He or his authorized rep- resentative has the responsibility of reviewing the findings and relcommendations of the Geotechnical Consultant. He shall authorize or cause to have authorized the Contractor and/or other consultants to perform work and/or provide services. During grading the Client or his authorized representative should remain on-site or should remain reasonably accessible to all concerned parties in order to make decisions necessary to maintain the flow of the project. The O:mtractor should be responsible for the safety of the project and satisfactory completion of all grading and other associated operations on construc- tion projects, including, but not limited to, earth work in accordance with the project plans, specifi-· cations and c·ontrolling agency requirements. During gradin9r the Contractor or his authorized represen- ta.tive should remain on-site. Overnight and on days off, the Contractor should remain accessible. SITE PREPARATION 4.1 The Client, prior to any site preparation or grading, should arrange and attend a meeting among the Grading Contractor, the Design'Engineer, the Geotechnical Con- sultant, representatives of the appropriate governing authorities as well as any other concerned parties. All parties should be given at least 48 hours notice. 4.2 Clearing and grubbing should consist of the removal of v~getation such as brush, grass, woods, stumps, trees, roots of trees and otherwise deleterious natural mater- ials from the areas to be graded. Clearing and grub- bing should extend to the outside of all propo~ed excavation and fill areas~ I I I I I I I I I I I I I I ·1 I I I 4.3 4.4 4.5 4.6 Page Six Demolition should include removal of buildings, structures, foundations, reservoirs, utilities (in- cluding underground pipelines, septic tanks, leach fields, seepage pits, ciste~ns, mining shafts, tufi- nels, etc·.) and other man-made surface and sub- surface improvements from the areas to be graded. Demolition of util~ties should include proper cap- ping and/or rerouting pipelines at the project per- imeter ana·cutoff and capping of wells in accordance with the requirements of the. governing authorities and the recommend-a tions of the Ge·otechnic~l consul- tant at the time of demolition. ~rees, plants or man-made improvements not planned to be removed or demolished should be protected by the Contractor from damage or injury. Debris generated during clearing, grubbing and/or demolition operations should be wasted from areas to be graded and disposed off-site. Clearing, grub- bing and demolition operations should be performed under the observation of the Geotechnical Cons~ltant. The Client or Contractor should obtain the required approvals from the controlling authori.ties for the project prior, during and/or after demolition, site preparation and removals, etc. The appropriate ap- provals should be obtained prior to proc_eeding with grading operations. 5. .SITE PROTECTION 5.1 5.2 Protection of the site during the period of grading should be the responsibility of the contractor~ Un- less other provisions are made in writing and agreed upon among the concerned parties, completion of a portion of the project should not be considered to preclude that portion or adjacent areas from the requirements for site protection until such time as the entire project is complete as identified by the G·eotechnical Consultant, the Client arid the regu- lating agencies. The Contractor should be responsible for the stability of all temporary excavations. · Recornrnenda tions by· the Geotechnical Consultant pertaining to temporary exca- vations (e.g., backcuts) a~e ~ade in consideritiofi of stability of the completed project and, therefore, should not be considered to preclude the responsi- bilities of the Contractor. Recommendations by the Geotechnical Consultant should not be considered to preclude more ~estrictive ·requirements by the regu- lating .agencies. I I I I I I I I I I I I I I I I I I I- Page Seven 5.3 Precautions should be taken during the performance of site clearing, excavations and grading to pr6tect the work site from f loodirtg, ponding or inundation by · poor or improper surface drainage. Temporary provi- sions should·be made during the rainy season to ade- quately direct surface drainage away from and.off the work site. Where low areas cannot be avoided, pumps should be v~pt on hand to continually remove water during periods of rainfall. 5.4 During periods of rainfall, plastic sheetipg should be kept reasonably accessible to ·prevent unprotected slopes from becoming saturated. Where necessary dur- ing periods of rainfall, the contractor should install checkdams, desilting basins, rip-rap, sand bags or other devices or methods necessary to control erosion and provide sa·fe conditions. 5.5 During periods of rainfall, the c;eotechnical consultant should be kept informed by the Contractor as to the nature of remedial or preventative work being performed (e.g.,pumping, placement of sandbags or plastic sheet- ing, other labor, dozing, etc.). 5.6 Following periods of rainfall, the Contractor should contact the Geotechnical Consultant and arrange a walk- over of the site in order to visually assess rain re- lated damage. The Geotechnical Consultant may also recommend excavations and. testing in order to aid in his assessments. At the request of the Geotechnical Consultant, the contractor shall make excavations in order to evaluate the extent of rain related~damage. 5.7 Rain-related damage should be considered to include, but may not be limited to, erosion, silting, saturation, swelling, structural distress,and other adverse condi- tions identified by the Geotechnical Consultant. Soil adversely affected should be classifi_ed as Unsuitable Materials and should be ·subject to overexcavation and replacement with compacted fill or other r~medial g~ad- ing as recommended by the Geotechnical Consultant. 5.8 Relatively level areas, where saturated soils and/or erosion gullies exist to depths of greater than 1. 0 foot, should be overexcavated to unaffected, compe- tent material. Where less than 1. 0 foot in depth, un- suitable materials may be processed in-place to achieve ·near-optimum moisture conditions, then thoroughly re- co~pacted in accordance with the applicable specifica- tions. If the desired results are not achieved, the affected materials should be overexcavated, then re- placed in accordance with the applicable specifications. I I I I I I I I I I I I I I I I I I I 6. Page Eight 5.9 In slope areas, where saturated soil and/or erosion gullies exist to depths of greater than 1.0 foot, they should be overexcavated and replaced .as compacted fill in accordance with the applicable specifications. Where affected materials exist to·depths of 1.0 foot or less below proposed finished grade, remedial grad- ing by moisture conditioning in-place, followed by thorough recompaction in accordance with the applic- able grad!11g guidelines herein may be attempted.. If the desired results are not achieved, all affected materials should be -overexcavated and replaced as compacted fill in accordance with the slope-repair recommendations herein. As field conditions dictate, other slope repair procedures may be recommended by the Geotechnical Consultant. EXCAVATIONS 6.1 UNSUITABLE MATERIALS 6.1.1 Materials which are unsuitable should be exca- vated under observation arid recommendations of ? the Geotechnical Consultant. Unsuitable mater- ials include, but may not be limited to, dry, loose, soft, wet, organic compressible natural soils and fractured, weathered, soft bedrock and nonengineered or otherwise deleterious fill materials. 6.1.2 Material identified by the Geotechnical Consul- tant as unsatisfactory due to it's moisture conditions should be·overexcavated, watered or dried, as needed, and thoroughly blended to a uniform near optimum moisture condition .(as per guidelines reference 7.2.1) prior to placement as compacted fill. 6.2 CUT SLOPES 6.2.1 6.2.2 Unless otherwise recollU'(lended by the Geotechnical consultant and approved by the regulating agen- cies, permanent cut slopes should not be steeper than 2:1 (horizontal:vertical). If excavations for cut elopes expose loose, co- hesionless, significantly fractured or otherwise unsuitable material; overexcavation and replace- ment of the unsuitable materials with a compacted stabilization fill should be accomplished as ' recommended by the Geotechnical Consultant. Unless otherwise specified by the Geotechncial consultant, stabilization fill construction should conform to the . requiremen·ts of the Stan~ dard Details. I I I I I I I I I I I I I I I I I- I 1· 1. 6.3 6.2.3 6.2.4 6.2.5 Page Nine The Geotechnical Consultant should r~view cut slopes during excavation. The Geotechnical Consultant should be notified by the contrattor prior to beginning slope excavations. If, during the course of grading, adverse or potentially adverse geotechnical conditions are encountered which were not anticipated in the p}eliminary report, the Geotechnical Consultant should explore, analyze and make recommenda- tions to treat these problems. When cut slopes are made· ip the direction of the prevailing drainage, a non-erodible diver- sion swale (brow ditch) should be provided at the top-of-cut. · · PAD AREAS 6.3.l All lot pad areas, including side yard terraces, above stabilization "fills or buttresses should be overexcavated to-provide for a minimum of 6.3.2 3 feet (refer to Standard Details) of compacted fill over the entire pad area. Pad areas with both fill and cut materials exposed and pad areas containing both very shallow (less tnan 3 feet) and deeper f.ill should be overexcavated to provide for a uniform compacted fill blanket ·with a minimum of 3 feet in thickness (refer to Standard Details). Cut areas exposing signi- ficantly varying material types should also be overexcavated to provide .for at least a 3-foot thick compacted fill blanket. Geotechnical conditions may require greater depth of·over- excavation. The actual depth should be de- lineated by the Geotechnical Consultant during grading. For pad areas created above cut or natural slopes, positive drainage should be es:tablished away from the top-of-slope. This may be accom- plished utilizing a berm and/or an appropriate pad gradient. A gradient in soil' areas away from the top-of-slopes of 2 percent or greater is recommended. COMPACTED FILL All fill~~aterials should be compacted as specified below or by other methods specifically recommended by the Geotech- nical consultant. Unless otherwise specified, the minimum ·degree of compaction (relative .compaction) should be 90 percent of the laboratory maximum density. I I I I I I I I I I I I I I I I I 7.1 Page Ten PLACEMENT 7.1.1 Prior to placement of compacted fill, the Con- tractor should request a review by· the Geotech- nical Consultant of the exposed ground surface. Unless otherwise recommended, the exposed ground surface should then be s·carified (six inches mini- mum), watered or dried as needed, thoroughly btended to achieve near· optimum moisture condi- tions, then thoroughly compacted to a minimum of 90 percent of the tnaxirnum density. The re- view by the Geo technical Consultant:-'· should n-ot be considered to preclude requirement of inspec- tion and approval by the governing agency. 7.1.2 Compacted fill should be placed in thin hori- zontal lifts not exceeding eight inches in loose thickness prior to compaction. Each lift. should be watered or dried as needed, thoroughly blended to achieve near optimum moisture condi- tions then thoroughly compacted by me!=!hanical methods to a minimum of 90 percent of laboratory maximum dry density. Each lift should be treated in a like manner .until the desired finished. grades are achieved. 7.1.3 The Contractor should h~ve _suitable and suffi- cient mechanical compaction equipment and water- ing apparatus on the job site to handle the amount of fill being placed in consideration of moisture retention properties of the mater- ials. If necessary, excavation equipment should be "shut down" temporarily in order-to permit proper compaction of fills. Earth moving equip- ment should only be considered a supplement and not substituted for conventional compaction equipment. 7.1.4 When placing fill in horizontal lifts adjacent to areas sloping steeper than 5: 1 (.horizontal: vertical), horizontal keys and vertical benches should be excavated into the adjacent slope area. Keying and benching should be sufficient to pro- vide at least six-foot wide benches and~ mini- mum of four -feet of vertical bench height within the firm natural ground, firm bedrock or engi- neered compacted fill. No compacted fill should be placed in an area subsequent to keying 4nd benching until the area has been reviewed by the Geotechnical Consultant. Material generated by the benching operation should be moved suf- ficiently away from the bench area to allow for the recommended review of the horizontal bench prior to placement of fill. Typical keying and benching details have been included within the accompanying Standard Details. -.. .; I I I I I I I I I I ·1 I I I I I I I I 7.2 7. 1.5 7. 1.6 7 .1. 7 7. 1.8 7. 1.9 Pnge Eleven Within a single fill area where grading proce- dures dictate two or more separate fills, tem- porary slopes (false slopes) .may be created. When placing fill adjacent to a false slope, benching should be conducted in the same man- ner as above described. At least a 3-foot vertical bench should be established within the firm core of adjacent approveo. compacted f.ifll--prior to placement of additional fill. Benching should proceed in at least j-foo.t vertical increments until the desir~d finished grades are achieved. 1 . ~- Fill should be tested for compliance with the recommended relative compaction and moisture conditions. Field density testing should con- form to ASTM Method of Test D 1556-64, D 2922-78 and/or D 2937-71. Tests should be provided for about every two vertical feet or 1,000 cubic yards of fill placed. Actual test interval may vary as field conditions d;ictate. Fill found not to be in conformance with the grad- ing recommendations should be remove.a or other- wise handled as recommended by the Geotechnical consultant. The Contractor should assist the Geot~chnical consultant and/or his representative by digging test pits for removal determinations and/or for testing compacted fill. As recommended by the Geotechnical Consultant, the Contractor should "shut down" or remove grading equipment from an area being tested. -~ The Geotechnical Consultant should maintain a plan with esti~ated locations of field tests. Unless the client provides for actual surveying of test locations, the estimated locations by the Geotechnical Consultant should only be con- sidered rough estimates and should not be uti- lized for the purpose of preparing cross sec- tions showing test locations or in any case for the purpose of after-the-fact evaluat'ing of the sequence of fill placement. MOISTURE 7.2.1 For field testing purposes, "near optimum" mois- ture will vary with material type and other factors including compaction procedure. "~ear opt_imum" may be specifically recommended in Preliminary Investigation Reports and/or may be evaluated during grading. I I I I I I 1· I I I I· I I I I I I 7.3 Page Twelve 7. 2.2 Prior to placement of additional compacted fill following an overnight or other qradihq delay, the exposed surface or previously com- pacted fill should be processed by scarifica.- tion, watered or dried as needed, thoroughly· blended to near-optimum moisture conditions, then recompacted to a minimum of 90 percent o~~~.Jlboratory maximum dry density. Where wet or other dry or othe~ unsuitable materials exist to depths of greater than one foqt, the unsuitable materials should be overexcavated. 7.2.3 Following a period of flooding, rainfall or overwatering by other means, no additional fill should be placed· unt.i,l damage assess- ments have been made and remedial grading performed as described under Section 5.6 · herein. FILL ~TERIAL 7.3.l Excavated on-site materials which are.accept- able to the Geotechrtical consultant may be. utilized as compacted fill, provided trash, vegetation and other deleterious materials are removed.prior to placement. 7.3.2 Where import materials are required for use on-site, the Geotechnical Consultant should be notified at least 72 hours in advance of im- porting, in order to sample and test materials from propose4 borrow sites. No import mater- ials should l::)e delivered for tise on-site with- out prior sampling and testing by Qeote<:::hnical Consultant. · 7.3.3 Where oversized rock or similar irreducible ma- terial is generated during grading, it is rec- qmmended, where practical, to waste such mater- ial off-site or on-site in areas designated as "noustructural rock disposal areas". Rock placed in disposal areas should be placed with sufficient fines to fill voids. The rock should be compacted in lifts to an unyielding condi- tion. The disposal area should be covered with at laas.t three feet of compacted fill which is free of oversized mater,ial. The upper three feet.should be placed in accordance with the guidelines for compacted fill herein. .,~ ,t" ,;;:;"'~'-.. _.,' I I 7.3.4 I I I I 7.3.5 I -I 7.3.6 I I I I I I I I 7.3.7 I· 7.3.8 ·I I I~ ' ' Page Thirteen Rocks 12 inches in maximum dimension and smal- ler may be utilized within the compacted fill, provided they are placed in such,a manner that nesting of the rock is avoided. Fill shoqld be placed and thoroughly compactea·over and around all rock. The amount of rock shouid not exceed 40 percent by dry weight passing. the 3/4-inch sieve size. The 12-inch and 40 c~-·-· percent recommendations heirein may vary as ,field conditions dictate. During the course of grading operat1ons, rocks or similar irreducible materials greater than 12 inches maximum d4.mension (oversized material),- may be generated. These rocks ·should not be placed within the compacted fill unless placed as recommended by the Geotechnical consultc;1.nt •. Where rocks or similar irreducible materials of greater than 12 inches but less than four feet of maximum dimension are generated during grading, or otherwise de!;ired to be placed within an engineered fill, special handling in accord- ance with the accompanying Standard Details is recommended. Rocks greater than four feet should be broken down or disposed off-site. Rocks up to four feet maximum dimension should be placed below the upper 10 feet of any fill and should .not be closer than 20 feet to any slope face. These recommendations could vary as locations of improvements dictate. Where practical, over- sized material should not be placed below areas where structures or deep utilities are proposed. Oversized material shQuld be placed in windrows on a clean, overexcavated or unyielding com- pacted fill or firm natural ground surface. Select native or imported granular soil (S.E. 30 or-higher) should be placed and thoroughly flooded over and around all windrowed rock, such that voids are filled. Windrows of oversized . material should be staggered so that successiv~ strata of oversized material are· not in the same vertical plane. , · It may be possible to dispose of individual larger rock as field cortditiorts didtate and as recommended by the Geotechnical CQnsultant at the time of placement •. Material that i·s considered unsuitable by the Geotechnical Consultant shoµld not be utilized in the compacted fill. I 1· I I I I, . I I I I ·I I I I I I I I I 7.4 7.3.9 Page Fourteen During grading operations, placing and mixing the materials from the cut and/or borrow areas may result in soil mixtures which possess unique physical properties. Testing may be required of samples obtained directly from the fill areas in order to verify conformance with the specifications. Processing of these ad- dlt.ional $amples may take tw9 or more working days. The Contractor may elect to move the operation to other areas within the project., or may continue placing compacted fill' pending laboratory and field test results. -should he elect the second alternative, fill placed is done so at the Contractor's risk . 7.3.10 Any fill placed in areas not previously re- viewed and evaluated by the Geotechnical Con- sultant, and/or in other areas, without prior notification to the Geotechnical Consultant may require removal and recompaction at the Con- tractor's expense •. Determination o~ overex- cavations should be made upon review of field conditions.by the Geotechnical consultant. FlLL SLOPES 7.4.1 7.4~2 7. 4 .. ~ Unless otherwise recommended by the Geotechnical Consultant and approved by the regulating agen- cies, permanent fill slopes should not be steeper than 2:1 (horizontal:vertical). Except_as specifacally recommended otherwise or as otherwise provided for in these grading guidelines (Reference 7. 4. 3), compacted-·fill slopes should be overbuilt and cut back to grade, exposing the firm, compacted fill inner core. The actual amount of overbuilding may vary as field conditions dictate. If the de- sired results are not achieved, the existing slopes should be overexcavated·and reconstructed under the guidelines of the Geotechni~al Consul- tant. The degree of (?Verbuilding shall be in~ creased until the desired compacted slope sur- face condition is achieved. Care should be taken by the Contractor. to provide thorough mechanical compaction to the outer edge of the overbuilt slope sur·face. Although no construction procedure prod~ces a slope free from risk of future movement, over.,. filling and cutting back of slope to a compacted inner core is, given no other constraints, the most desirable procedure. Other cqnstraints, however, must often be considereo.·. These· con- straints ·may includ~ property 1:ine si·tuations, I I I I I I I I 'I I I I I I I I I Page Fifteen · access, the critical nature of the de~elopment and cost. Where such donstraints are identi- fied, slope face compaction may be attempted by conventional construction procedures includ- ing backrolling techniques upon specific recom- mendation by the Geotechnical Consultant. A1i_a __ second best al tern a ti ve for slopes 9.f 2: 1 (Horizontal:vertical) or flatter, slope con- s~ruction may be attempteq as outlined herein. Fill placement should proceed in thin lifts, i.e., six to eight inch loose thickness)~ Each lirt should be moisture conditioned and thoroughly compacted. The desired moisture condition should be maintained and/or re-established, wher~ necessary, during the period between successive lifts. Selected lifts should be tested to ascertain that desired compaction is being achieved. Care should be taken toe~- tend compactive effort to the outer edge of the slope. Each lift should extend horizontally to the desired finished slope surface or more as needed to ultimately establish desired grades. Grade during construction shouid not be allowed to roll off at the edge of the slope. It may be helpful to elevate slightly the outer edge of the slope. Slough resulting from the place- ment of individual lifts should not be allowed to drift down over previous lifts. At intervals not exceeding four feet in vertical slope heiqht or the capability of available equipment, which- ever is less, fill slopes should be thoroughly backrolled utilizing a conventional sheepsfoot- type roller.. Care should be taken to maintain the desired moisture conditions and/or re- establishing same as· needed prior to backrolling. Upon achieving final grade, the slopes should again be moisture conditioned and thoroughly ·backrolled. The use of .a side-boom roller will probably be ·necessary and vibratory methods are strongly recommended. Without delay, so as to avoid (if possible) further moisture conditioning, the slopes should then be grid-rolled to achieve a relatively smooth surface and uniformly com- pact condition. In order to monitor slope construction proce- dures, moisture and density tests will be taken at regular intervals. Failure to achieve the desired results will likely result in a recom- mendation by the Geo technical cons-ul tant to ~-.• . .: I I I I I I I I I I I I I I I I I I I 7 .• 5 7.4.4 7.4.5 Page Sixteen overexcavate the slope surfaces followed by reconstruction of the slopes utilizing over- filling and cutting back procedures and/or further attempt at the conventional back- rolling approach. Other recommendaitons may also be provided which would be commensurate with field conditions. Wh°'ere placement of fill above a natural slope or above a cut slope is proposed, the ·fill slope configuration as presented in the ac- companying Standard Details should.be adopted. For pad areas above fill slopes, positive drain- age should be established away from the top- of-slope. This may be accompl.ii;;hed uti.lizing a berm and pad gradients of at least 2 percent· in soil areas. OFF-SITE FILL 7.5.1 7.5.2 7.5.3 Off-site fill should be treated in the same manner as recommended in these specifications for site preparation, excavation., drains, com- paction, etc. Off-site canyon fill should be placed in prep- aration for future additional fill, as spown in the accompanying Standard Details. Off-site fill subdrains temporarily terminated (up canyon) should be f?Urveyed for future re- location and connection. 8 •. DRAI~AGE 8.1 Canyon subdrain systems specified by the Geotechnical Consultant should be installed in accordance with the Standard Details. 8.2 Typical subdrains for compacted fill buttresses, slope stabilizations.or sidehill masses, should be installed in accordance with the.specifications of the accompany- ing Standard Details. 8.3 Roof, pad and slope drainage should be directed away from slopes and areas of structures .to suitable dis- posal areas via non-erodible devices (i.e., gutters, downspouts, concrete swales). 8.4 For drainage over soil areas immediately away from structures, (i.e., within four feet) a minimum of 4 percent gradient should be maintained. Pad drainage of at least 2 percent should be maintained over soil areas. Pad drainage may be reduced to at least 1 percent for .. ~..:: .. I I I I I I I I I I I I I I I I 'I- I I 9. 10. 8.5 ,__. . .. ,.. ~, ' .. · ~· Page Seventeen projects where no slopes·exist, either natural or man- made, of _greater than 10 feet .in height·and where no slopes are planned, either natural or man-made, steeper than 2:1 (horizontal:vertical slope ratio)._ Drainage patterns established at the time of fine grad- ing should be maintained throughout the life of the . project. Prpperty owners should be made aware that altering c:frainage patterns can be detrimental to slope stability and foundation performance. STAKING 9.1 In all fill areas, the· fill should be compacted prior to the placement of the stakes. This particularly is important on fill slopes. ·Slope stakes sho~ld not be placed until the slope is thoroughly compacted (back- rolled). If stakes must be placed prior·to the com- pletion of compaction procedures, it must be recognized that they wi.11 be removed and/or demolished at such time as compaction procedures resume. 9.2 In order to allow for remedial grading operations, which could include overexcavations or slope stabili- zation, appropriate staking offsets should be provided. For finished slope and stabilization backcrit areas, we· recommend at least a 10-foot setback from proposed toes and tops-of-cut. SLOPE MAINTENANCE 10.l LANDSCAPE PLANTS In order to enhance surficial slope stabi·lity, slope planting should be accomplished at the completion of grading. Slope planting should consist of deep-rooting vegetation requiring little watering. Plants native to the southern California area and plants relative to native plants are generally desirable. Plants native to other semi-arid and arid areas may also be appro- priate. A· Landscape .Architect would be the best party to consult regarding actual types of plants and plant- ing configuration. 10.2 IRRIGATION 10.2.1 Irrigation pipes should be anchored to slope faces, not placed in trenches excavated into slope faces. 10.2w2 Slope irrigation should b~ minimized. If auto- matic timing devices are utilized on irrigation systems, provisions should be made for inter- rupting normal irrigation during periods of rainfall. 1:_?f.i,:_-,~;; ,_ I I I I· I ·1 I I I I ·I. I I I I I 1· I I ~. P~ge Eighteen 10.2.3 Though not a requirement, consi.deration should be given to the installation of near-surface ·moisture monitoring control devices. Such de- vices can aid in the maintenance of relatively· uniform ~nd reasonably constant moisture conditions. 10.2.4 Property owners should be made aware that over- wKtering of slopes is detrimental to slope stability. 10.3 MAINTENANCE 10.3.1 Periodic inspections of landscaped slope areas should be planned and appropriate measures should be taken to control weeds and enhance growth of the landscape plant$. Some areas may require occasional replanting and/or reseeding. 10.3.2 Terrace drains and downdrains should be.period- ically inspected and maintained free of debris. Damage to drainage improvements should be re~ paired itilmediately. 10.3.3 Property owners should be made aware that bur- rowing animals can be detrimental to slope sta- bility'! A preventative program should be esta- .. blished to control. burrowing. animals. 10.3.4 As a precautionary measure, plastic sheeting should be readily available, or kept on hand, to protect all slope areas .from saturation by periods of heavy or prolonged rainfall •. This measure is strongly recommended, beginning with the period of time prior to landscape planting. 10.4. REPAIRS 10.4.1 If slope failures occur, the Geotechnic~l Con- sultant should be contacted for a field review of site conditions and development of recommen- dations for evaluation and repair. 10.4.2 If slope failures occur as a result of exposure to periods of hea-vy rain.fall, the failure area and currently unaffected areas shouid· be covere·d. with plastic sheeting to protect against addi- tional saturation. 10.4.3 In the accompanying Standard Details, appro- priate repair procedures are 'illu~t1;ated for superficial slope failures (i.e., occuring typi- cally within the outer one foot to three feet± of a slope face) • · · I I I I I I I I I ·1 I I I I I I I 11. Page Nineteen ~-. TRENCH BACKFILL 11.1 Utility trench backfill should, unless otherwise· recommended, be compacted by mechanical means. Unle~s otherwise recommended, the degree of compaction should be a minimum of 90 percent of the laboratory maximum. density. · 11.2 As an alternative, granular material (sand equivalent greater than 30) may be th.oroughly jetted in-place. Jetting should only be considered to apply to trenches no greater than two feet in width and four-feet in aepth. Following jetting operations, trench backfill should be thoroughly mechanically comp~cted and/or wheel- rolled from the surface. 11.3 Backfill of exterior and interior trenches extending below a 1:1 projection from the outer edge of founda- tions should be mechanically compacted to a minimum of 90 percent of the laboratory maximum den~ity. 11. 4 Within slab areas, but ou,tside the in£luence of foun- dations, tr~nches up to· one· foot wide and two feet deep may be backfilled with sand and c0nsolidated by jet- ting, flooding or by mechanical means. If on-site materials are utilized, they should be wheel-rolled; tamped or otherwise compacted to a firm condit_ion. For minor interior trenches, density te~ting may be deleted or spot testing may be elected if deemed necessary, based on review of ba-ckfill opera.tions during construction. 11.5 If utility contractors indicate that it is undesirable to use compaction equipment in close proximity to a buried conduit, the Contractor may elect the utiliza- tion of light weight mechanical compaction equipment and/or shading of the conduit with clean, granular material, which should be thoroughly jetted in-place above the conduit, prior to initiating mecnanical·com- paction procedures. Other methods of utility trench compaction may also be appropriate, upon review by the Geotechnical Consultant at the time of construction. 11.6 In cases where clean granular materials are proposed for use in lieu of native materials or where f.looding or jett.ing is proposed, the procedures should be con- sidered subject to review by ~he Geotechnical consultant. -. 11. 7 Clean granular backfill and/or bedding ar~ n_ot recom- mended in slope areas unless provisions are made for a drainage system to mitigate the potential build-up of seepage forces. · · I I I I I I I I I I I I I I I I I I I Page Twenti 12. STATUS OF GRADING Prior to proceeding with any grading operation, the Geotech- nical Consultant should be notified at least two working days in advance in order to schedule the ne.cessary observation and testing services. 12.1 Prior to any_significant expansion or cut back in the grading operation, the Geotechnical Consultant should. be provided with adequate notice (i.e .• , two days) in order to make· appropriate adjustments in observation and testing services. -~ 12.2 Following completion of grading operations and/or be- tween phases of a grading operation, the Geotechnical · Consultant should be provided with at least two working days notice in.advance of comm~ncement of additional grading· operations. - I I I -I I I· 1· I I I ·1 I I I I I I I I ' CANYON SUBDRAIN Dozer Trench Bac~hoe Trench N'ofc,s-: Geofabric Alternative . I " '/}11,,111111 ,,2-3 -.S•l'•,._.;,o,; . I or l'1. 1nel, "P°' 1"""'"-d r",k; ,.1¥.1/~ Geofabric Alternativ·e I-R,. •Ju,,/~ J,c 4 "11114 d1••e.t.r ,1 6 "m/11. -hr ,11111 ,Is,, If ~ /IN/{ / 6•111,11. ~.,. ·rvAs •' /~IJ l"-1. •r 9,wfwr. z.-R,c shtwltl 'c ~r/_e '4 Ne .,. $11'111/ttll' • U,sll"IMIII "'-a sJJNt-1 H c.,rd. J-.1'111« ,J.l!V ~t~ ,,,,,,,l',,,.n,/f 1'JN1ca</ It ",,,,.~,N-l-,o,,s per 1'o.-f ,P/"~~,iof so• ~*•-I-tM ,,,,,_,.,,_11114. IJ, ,-,pa. ~,,.,1 ~,e,_; J ,1,JOc _:11,,,,/t.1 l>c 11"1pvli,roftd. /.-h/k,, ••hr,"/ sll#lttl >~ a,,,~ Cl#ff Z ~,...,.j/c Mt11'~r1t1I., G· Ap,,,-.pnt1k. 1,wt1,1,rl-1,,,,1t1 Jc ,ro~""e,,I ~ordrt1,11'7e; Z % ,,,,,,,mvM ,$ ,-~MIM~lft/#., -6-Por -N,c 41-f.tt~,,.,c 41ttr11t1J,vc1 ond ~,,.ill,,11-ls .~ ti¼ """ !1,,.Hh¥;, p,pc. "'-ff J>c 41111""*1/ .,t;.,,. ,,,.C "!'I'• INff. ~•r l'°VIIS ,, ~OO,/IJfJO~t1nd,SOO~-/-,,- ,r~'11'6' tlf,~, ", ""~ 1-'*''I"~/ ,n,N/lt1c/y ~ $,4111/tl ,6 ,,,,11,d~ .. STANDARD· DETAIL NO. 1 •• I • _r"..; I I I I 'I I I I I I I I I I I I I I I . FILL OVER NATURAL SLOPE ,ecumlo~,,-~ slo,c -to dr~,,, 11r . II pr1 Wde /1"''1# d,-.,,~~"ft: ~/cs . 4,>t/ ~,,.,,, d,,.,._, __ FILL OVER CUT SLOPE Al,/e1: I-1, ovvl,/AA.J """ e,,#,'!1 IM4' I• Jrwttlc n .,,_f~ IGN WNA, /ill ~,-IIA ""'Y II• ~~«I' 11' llfl: 111111. .r,,, All 0,4~ sA,~H --1/,e .,(',// w,ttHII JJc 1<164 ~,,,,, ½ +Je ,H1f4/ 1, ./JI/ ,_111,,,111~. 2-~dn,,,, ~$ nM~N +' _,u1u1,,,,u1 a1~,~""'I p,e,,- 1>,,#,-4ss . """lr.dn.111 de.,_,/. ,&,~,#~/,,,,' s1'-•,er -,'~-/1/ STANDARD-DETAIL NO. 2 I I I I I I I I I I I I I I 1· I I I I s·r ABILIZA TION FILL &<.l<:vf 1:1 l'flA.)J., hlltmlrt,11 11$1'1. 111111 •.. ./ill w,~• r--&,t,~--- >I ,,11 S'~ t:/ ____ __,..... ,,. h.~,,. /,) BUTTRESS FILL al'I. wi,n. a:tp (1.} ------· 41,,cl,: V*rl~l 1(1,. m,11. . Ilona-" -1-1 , II. ,,,,,, . .l!St,eldr,1111 ~ys"ft,n, · ,~ ~w,~,tdtt( I>/ .1~1'elt111e./ ~ln,,11/, . . • b16'"7 ,, #-I. ,,,,,,,. t:Ap (z) / N~i4s: I -1, •11.,,.t,11,~ t:1wl e"~'"-1 J1eJ:. 1-o ~nt::le ./$ did,~ ~I. "'"f h ,«lvcfld' h lt-P/-. .z,, 11_0-one ,s1,,,,/,,f 1'A, li11 w~ • /e.11 'IIM11 JJ41~ 7'A, ~,, ,.,,.;. r1,n11,r11~ • ~-A .I* l>ll11A.l liN $'6tll /Je p,,vNNed ""'~• $/-/,,/1a11./-,.,,, tJIIII IMIH,eH /;//s. 1'• -1'fld.,,.,,~ m•y N 9,-l-•r 'I• · ~Ill-##/~ 'J' 1'--i• Je1 f1Jt:1,1t1e4/ ~M-S11J/,11,,f. 4 • Iv • <1•"11"~ wid-14 ~ iey. J.-Di • "~"·" ~ 1 # ~'!-, 4,/, -/'~ G-04 • "•pilt 11/ ~f 11/-,e~/;. ""'"'' t'J'lll•Y'WISC. ~,-.,,',~(/ ~ IJ4 :s ~-I'· I~-/. . STANDARD DETAIL NO. 3·. I I I I I I I I I I I. I I I I I I I 1· BUTTRESS BACKDRAIN SYSTEM . IIH,. H~to~! lldl,,/-~IIMI ~,JIii-~--.,.-I ~, ,,,,,,,,,u,1 Conventional Backdraln C11,II. e._ t ,-,,,,.,1c. ,_,,.,.._~ ~If 1/;. ' h'JJII-i Geofrablc Alternative ..,.___,~I: "·"*""' i 2 # I: "ll'/NI. '(:/_,, J 0/J*'I ,nJlll,ed ,-o~JJ: j ~ ~r-'f'1'C/ -¥11 ~ / 4'.-s ,,. 1-!_ttdt_; ~~l'/1"1: "''"· A/1J1'$: I-,',,,_ *'""" /Je '1111•A •111~/wr · $4 1-0 ,v~ o#" 1,,,,,,,,.,_ l -6n«1,,,,t. ~N JJc ~"' H ,,,.,;.,.. ~ -c., •II -,--Ir-"" .,,Js , _ rrueAcs hr t,v/-l•I-l'IJ"'.I :M#v"11 J,c Jr,,,,~/,~~ .,,.,,4 CIJnl,wd~~ Ao/,VC-S,1/; . . . r &ekln,,,, p,pc s,_.,1,1 "-we I ,',,,"1rw,1y 'l""e~ ,IV1¥#W,',.,,s ~I" l't1t1!-~111edll 30•ol/"Mf 4,, · PMlr-'ldC of P,/>4 • ().,//4-/' l''/l'C S /,-11/ttl J,e ,,.,, ~r/o,11/u.. 1-~or ~ j.11..,, ~l/1rl#ll,iic. Mt- lrtie,tttlr1,11 /f>'I'• M-'/ l>c. ~~;/-.' ,,..,,JJ~; df __ ,,. ~~41-1(1,1, 10./1 ~M, *'"'~ "' t,vf/d) ,~ ,-J•rwh.J ,-,c I$ ,~.11,dei Ii letd ,,,~. ,ltl!e/, •Jldi 1-4' lltlcA -1~1 -1,~ ~#W,_,,.,, A•IJ H t1~,-i,-~ _,,,1.,,-, (IN) .,-,,. ,.,1'.s "' t<,,1>,-,, ~,- ffAer.,,,~ se111/~ "' -l~r~ _,,,,,u1 . .,,,,.,~ STANDARD 0l:TAIL NO. 4 I I I I I I I I I I I 1· I I I- I I I I-·_ FUTURE CANYON FILL View Along C ---anyon View of Can . . . yon Slde~all STANDA.R · . · . · D DET All NO. 5 . I I I I I I I I I I I I I I I I I I I TRANSITION LOT OVEREXCA V ATION Cut Lot ---- --- Cut-FIii Lot ~~A/I,-,-.,,_,~ ,,... ~ _,,.,,,,,,, ,,.,._,~ ~ . ~~ ~ ~ t:,llflA'~C ~ 01/U~~Of ... ,. ~ N,t,z""'C ~S l/llkrM/, ~----~IIIHrcd 'Ill, . . ~ :;1/ ...,_~&;,e,i J ~ ·"t: 111d, hllll.$1"4Ylli'4/,oA ~ -,, s rur1e-•,. ,,,,,._ /II~ _,., ,~e,,,,,.~~- ~,'4~: 1111,,4.,, I '.-f' .. ,11.. . /• ·,-40*,/, ~IN~IWJl~N~•~4~ '6:/r«J:. 011¥1 6'J.,,..,,s~ ,,,,,,,~,,,;1.,1,1c 11111111-frMls ~ H r~dW4d fy, -lirM ,,,_lwt,I .lrN#d d, 1d,11/,A&,/ ~ .Mte .Jff-leeA111u/ u,is,,~,.-,. . . ~-rJ~ ••1"1tMI -"61-llt ,I ,-,~~°",,,_1,-.sl,-,IJ k e.111NII-,,.._! s~,J~t:r;;. l"W1,116JV Jy ~, ~111e,I e.11141/1,,111'. S-l~c,fNI"' /,-•1161/1•11~ 111-_~ 1"4f"'"'-o'Hrr l)~.,~~e.w,/1011. . 8• 'fl• Mlert1/ ll~/~111-.I l)~l'C1'falt1ft1'/lf>A .s,l111J:/ IJC o~c.,+ hl/lllM,-,.,, 6,i.f ~'/ 111CIIMlc ~ ~~,,,. lo-I ~ ,ttu..,,~lld«JI -'>t ""e 1uf~1,,,,,~J_ CM$1,/l-~111-. . 4--,le e.,,./,.c,.J,,,--'~""' ,,.-/,7-1-ic J:!lwA,,MrA/e.,,6,,/1411-I ,,, t!Nlt1•11Cc -~- .,,~.,,,,, A11~/ ~,,--(i.~. "''~'" ~I:)•.,..,. 1' ~--A,,,~ ~lf4IIM/#,,, r~t:t,mwt•JJ•-/-HMS. AN,/1.11-1/ dii~"'.1 "'"t J-e. ,.,.,,,,'_,/ ,,I. "'''*' ,,. 1'A~_ .. CVWN"11'1•,, ,I ~tl~t:All',•ho,1 $. · · · · S .. STAND.ARD DET.AU~· .. N:O~·-. ,'...J·"' I I I I I I I. I I I I I I I ·1 I I I 1· Roc·K DISPOSAL 0 . ,..! Windrow Section - l)tJa•,-"-~,w 1, '" IJ•"':T'~ . ~/IM-lwd .,t. A. *,,,~ v11y,~"f ~"'11#',/1#1 (~.,. II~ wl1•I r,1/J"..I ). . e.'"'" r,,,,1:tr-,,,.1.,,.1111 ( s.a. ~30) '''""' ,c. 1'At11,1~t+'t /:/otl(f#i( 1'0 ,t'i1/ v~ 411,w,,~ 1-nA: ~ Windrow Profile M>l~s: --.ed ~, . .,1,1 '• Pl*er1tl Mtl -lo 61ftl. 4'-'61,1111V ,1,,1 k 11#$ 161. I-Al/ow,"J pl~t•111•11 ,' -I ,'H~ 1 +lo,o',".J di.!""'""'/,,,-M#f~•r,,~ 4,,d /fV«e,,,eH/ #~ t:4Wtpw,dul ,/',// N_;tie,c,,,r,(, 111,ntflhu/, ~-e~ .u,~r#IV 6AII/N h 'ltl•rltl~III/ ~,-clcJ r,-, 'Ill• • .,~cc. . . 2-rAc u11~t1e-nr-d,,,,~ 11rwlll'c ~ -Ale .,eo_'he'"'"'' ~,,s~/.l..11-/-pA:#11, ,,.,_,_, ~ *INW( ,o'4Nll'•I-,, ""4c. ·/oe4,",•n -~ AN1~d' rilcli:.. :I-L),,~/ ,,, dlrw-h .,"Y J,c svJ;u:t' -h· MIW'C ,-~/ru;-1,~ '4r'',_., Mh ~>' "'c ~11tMr1111!1 011-M11;,,/,,s. ST AND ARD_ DJ=TAIL .. N.O. 1---- I I I I 1- I I I. I I I I I I ·1 I· I I 1· MINOR SLOPE REPAIR S.lc ,I ~1,I. eldl Z. ,.,,,,,,,,.14 ~'"" /6'1/,-"''"· ---.. · •oraln Guard• Pipe --~:!!&----:::,,.C-C~~·tr~ ~ 7'1lree 11'/id, ~r41;, t$Mrwi ·P!~ ar f,mi'-"' . ,0111~~ "" -1,1~ IJ# I~ 16/W /A#,'NC ,,. ,1',(;: Gt,-t1/I d,w,,, ,,~s ~ ~-,,,.,,-_,_,,_,_ l'CUMIIVAt/c~ ~r'11U6/c "'"J,1-r1•/. G,w.- ,.J ~~ 1', 'lr,l,s{,1' /''JNS .. STANDARD DET:AIL ·NO. 8 . . - ,... /---------------------- LOT DRAINAGE 21' -ill. A/"4~,,.1,tlt! A 2.¾ A/4,le$: . I-p,..,,,,.,c ~11./0 4.wlc o,,-us sJ,oul-1 ,e al-2% _,,,.d,e,,_I. l),rcc:llf t:IIAIOf ~1"0ill 6vllt6~s d,w,Jt-_,c ~l,,v/,,;' '6c. •l'.4'¼. ) Y•rJ JrwMs ~I-/11, •" r•ie~ ti ,MIi .,.,,,,,.,,, P"' ,,, .. or*1111J,, lo ~.,,,t_.4,i1c d~ .,,...._ f<,. t:-u~I> o,,IJcl ). g h:/r-".//11f/d11</ ·,, ,'r.,~1.,-dr~~"'!rC· ~yf k /~,,,u/c.t . ·.;., /" _,,,,,.,~.,.,hi-. -STANDARD DETAIL NO. 9 :,"~< "'' "-1 t \ --- \ I \ .j ::; i I I I I /. J j I I I I j 1; .. f .j. ·t~-! --·------ I ~ i <:::[_ i . ~ .. \ '-1:, --.J .f -----~· - '.''' ~. / ~-/ / / / -.. ----------- JOB NO;: PLOT PLAN CARLSBAD RESEARCH. CENTSR LOT NUMBERS 20, 21, 22, 23, 24 CARLSBAD~ GALIFORNIA SAN DIEGO SOILS ENGINEERING, INC. SOIL ENGINEERING & ENGINEERING GEOLOGY 1196-00 DATE: JUNE 1983' PLATE: -~ /: 1!1 a-a + _elf!__ fill .. \ ' ' ?9,,-- \ EXPLANATION 1 Approximate location of boring .Approximate location of As-Graded cut/fill line Limit of undercut area " --»-- --SE·----F4,1 __ _ C",c1e \'J> .:f V\•r!,e, Mt;"t~r 3·~~ ~ C~t~ if'lle! w1!'"', oir·r.t..J'Wf"I mo·:o· c;.Y ~:<- i:-0,.,:::1t'r' y C'C'r!"'e' ~e-r-'18::' :Q33~1 i:-,,,,g"' C'" WJv .:,~ (;t_..::,r!. L ,rie r e"'er 1r>e Curb C ',. ~----·· ------. .20 .ROAD - -f ./ Ir, '-I :::f 0 30 60 90 Graphic Scale 111 =60' BENCH MARK . ;· ·l ::.'.",C~ t ~.::<::~ ?, . .J':C' ::,1 L ·=~ ... ,:ns ~·ec'. :,'.X'(; !e .... ._ .. : f'\I;! ,.,. .-: ''(''l" :._,)n [-,,~:::;C (:L~1·, c·,e,;:y;>~ 5~-v€, '.....t.~·-,;,;..~ i~-.:)-j) f.>~1,.-,_1-:. C fa C: ,,. :-::' ~·"· ~-~, v,,r l-f·'t:-ln "7 ''t_'$P •,: P.'O"CES .-.t'f.. .,e, ,'·.~::: ~v f .,;.1_:'. ~<''rt';': ·.:.-··,c~:-'.t'-~ · r/'J'.'": ::18~ ''G'''~'.:. _;::, >;: '"'·::. f,,._ t I !y ':.'~' ·:J':'·, :;·, :_.--c ,"'--:·'."'W'.)'i< (:;..,.,;'l.-;'.11,:'"ln:', •]If" a_:, S,l-J r;-, vE:'.'\ ';,t ., l ' • t \r, f ', .. fi '. ' r !I 1 ,, j \.· ... ... I \ \ I I \ '; v It-\ / ,· / ; /"