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2724 LOKER AVE W; ; CB091746; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 11-:24-2009 Miscellaneous Permit Permit No: CB091746 Building Inspection Request Line (760) 602-2725 Job Address: 2724 LOKER AV WEST CBAD Permit Type: MISC Subtype: REPAIR Status: Parcel No: 2090812800 Lot#: 0 Applied: Valuation: $100,000.00 Entered By: Reference #: Plan Approved: PC#: PC090034 Issued: Inspect Area: Project Title: CB'AD CROSSROADS-INSTALL CAISSONS AT WEST SIDE OF BUILDING-ALONG SLOPE-TO Applicant: FENTON HG COMPANY 2722 LOKER AVE W #F CARLSBAD CA 92010 619 400-0169 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEES ·owner: FENJONH G COMPANY 2722 LOKER AVE W #F ,CARLSBAD CA 92010 PERMIT/INSPECT FEE ISSUED 10/20/2009 RMA 11/24/2009 11/24/2009 $1,038.00 $0.00 $0.00 $1,038.00 Total Fees: $1,038.00 Total Payments to D1:1te: / !, , $1,038.00 Balance Due: Inspector: ~ · r ~ i i , 4 --,..~ f, ' I ', I • : -• ..,.,,,.~" ~ t ~ ~ - , ~. , ! i I C () ;:; -: ,-, ,:: ' "l :-.• Clearance: $0.00 NOTICE: Please take NOTICE tha_t approval of your project inclu_des the "Imposition" offees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures-set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning.zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fee /exa ion of which u h v reviousl been iv n NOTICE imil r to hi r as t which the statut of limitations has reviousl otherwise ex ired. \ ' ? l '' ' : ' 1~ «!~·· ¥ CITY OF Building Permit Application 1635 Faraday Ave., Carlsbad, CA !i)2008 760-602-2717 / 2718 / 2719 CARLSBAD Fax 760-602-8558 www.carlsbadca.gov JOB ADDRESS 2724 Loker Ave, Carlsbadi CA 92010 .. SUITEf/SPACEf/UNITI CT/PROJECT# LOT# PH # BA HROOMS 10372. 3-5 DESCRIPTION OF WORK: Include Square Feet of Alrected Area(s) Excavation. for, and installation of, concrete caissons o support. ex1s~·P . / 1 of building along-existing slope •. ' I; II t'-d,. V' tor-A-L ' EXISTING USE PROPOSED USE . GARAGE (SF) PATIOS (SF) DECKS(SF) Office·& Warehouse, Office & Warehoua CONTACT NAME (If D1"erent Fi>m Appl/cant) APPLICANT NAME ADDRESS Plan Check N Est. Value Date Sensient ncrete 6uilding foundations at west side FIREPLACE YES[}t. t. AIR CONDITIONING FIRE SPRINKLERS N<LJ YES[l]NoD YES[l)NoD H.G. Fenton Company 7577 Mission Valley Rd, Ste 200 CITY STATE ZIP San Djeao CA 92108 PHONE FAX PHONE FAX 619-400-0169 619-400-0111 EMAIL EMAIL bgates@hgfenton.com ' . . PROPERTY OWNER NAME H.G. Fenton Property Cc:>mpany CONTRACTOR BUS. NAME Western Foundations & Shorina ADDRESS ADDRESS 7577 Mission Valley Rd, Ste 200 10875 Highway 67 CITY STATE _San Dieao CA ZIP 92108 CITY STATE ZIP Lakeside CA 92040 PHONE . FAX PHONE FAX 619-400-0120 619-400-0111 619-561-3510 619-561-7916 EMAIL EMAIL bgates@hgfenton.com ghove@westernfoundations.net ARCH/DESIGNER NAME & ADDRESS STATE LIC. # STATE UC.# CJ,ASS CITY BUS. UC.# Burkett & Wona -3434 4th Ave. 92103 SE 2533 439363 (Sec •. 7031,5 .Bu~iness and Professions Code: Any City or County which requires a permit to construct. alter, improve, demolish or repair an~ structure, prior to its issuance, also requires the · · · t to the provisions of the Contractor's License Law !Chapter 9, commending with Section 7000 of Division 3 of the II H.G. FENTON COMPANY I/ TRUST, SERVICE AND TRJ:\DITION SINCE 1906 Brian G: Gates, LEE~ AP Project Manager for the alleged exemption. Any violation of Section i031.5 by any applicant for a permit subjects the applicant to a sation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. the Labor Code, for the performance of the work for which this peimit is issued. My workers' compensation insurance carrier and policy 1------Policy No. ____________ Expiration Date _______ _ permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of fuf, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In e Labor code, interest and attorney's fees. · p I 619,400.0169 bgates@hgfenton.com 7577 Mission Valley Road #200 f I 619,400.011 I www.hgfenton.com San Diego, CA 92108 I hereby affirm that I am exempt from Contractor's License Law for the following mason: it.-D I, as owner of the property or my employees with wages as their sole compensation, wiH do the work and the structure 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 himse~ or through his own employees, provided that such improvements are not intended or offered for · sale. If, however, ~ building or improvement is sofd within one year of compfetion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). [Z] I, as owner of the property, am exclusivefy contacting with licensed contractors to construct the projecr(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 contacts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ~----'Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and malerials for construction of the proposed property irlprovement Oves Oo 2. I (have/ have not) signed an application for a building perm~ for the proposed work, 3. I have contractep with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work ~nclude name/ adaess /phone/ contractors' license number): 5. I wiff provide some of the work, but I have con ired) folklwing persons to provide the work indicated (include name/ address / phone / type of work): .Ji$ PROPERTY OWNER SIGNATUR DATE City of Carlsbad Bldg Inspection Request For: 03/09/2010 Permit# CB0917 46 Inspector Assignment: TP Title: CBAD CROSSROADS-INSTALL Description: CAISSONS AT WEST SIDE OF BUILDING-ALONG SLOPE- TO SUPPORT EXISTING BUILDING FOUNDATION-CITY nncL' l,.lr'\T ,.... I An A I.ITCC A ~•v Type:MISC Sub Type: REPAIR Job Address: 2724 LOKER AV WEST Suite: Lot: 0 Location: OWNER FENTON H G COMPANY Owner: Remarks: Total Time: . Phone: 6197565737 lllspector:L Requested By: BRIAN Entered By: CHRISTINE CD Description Act Comments 19 Final Structural £_ _______ _ Comments/Notices/Holds Associated PCRs/CVs Original PC# PC090034 lns1,2ection Histo!Y Date Description Act lnsp Comments 01/08/2010 11 Ftg/Foundation/Piers AP TP CAISSONS, PILE CAPS -GB RE-CK 3 01/08/2010 12 Steel/Bond Beam AP TP 01/07/2010 11 Ftg/Foundation/Piers AP TP CAISSONS, PILE CAPS FOR FTG 1-5 12/30/2009 11 Ftg/Foundation/Piers AP TP CAISON, BEAMS & PILE CAP 12/30/2009 12 Steel/Bond Beam AP TP VE R,I T-A1S': FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING DATE: Match 9, 2010 TO: City ofCarl~bad Building Department 1635 Faraday Avenue Carlsbad, California 92008 Job No.148948 SUBJECT: SATISFACTORY COMPLETION OF WORK REQum.ING SPECIAL INSPECTION AND MATERIAL TESTING PERMIT NOS.: CB091746 PROJECTNAME:· Carlsbad Crossroads Unc;lerpinnirtg PROJECT ADDRESS: 2724 Loker Avenue West Carlsbad, Caljfomia I declare uncler penalty of perjury ~t, to the be~t ,of my knowledge, the work requiring speci~ inspection, material samplitlg and testing for tlie structure/s constructed under the subject permits is in conformance with the approved plans, the inspection and observation program and other cc:mstruction .docUDJ,ents, and the applicable workmanship provisions of the Uniform Building Code. Execut¢d on 03/09/2010. The work, which we provided Special Inspection, consisted of: Reinforced Concrete and Epoxy Set Anchors • . Special Inspection services were perfonnetHrom December to, 2009 through January 26,.2010. A. if the inspection services ,vere provided by an approved material testing ·taboratory or spepial inspection agency: TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: BureauVeritas North America ADDRESS: 7895 Convoy Court, Suite 18, San Diego,. CA92111 .R,ESPONSIBLE MANAGING ENGINEER OFTHE TESTING LABORATO NAME (J;>RINT OR TYPE) State ofCalifQi:nia Registration Number: C67031 Expiration Date: B. If the inspection services were.provided by an independent certified special inspector: SPECIAL INSPECTOR'S NAME (PRINTOR TYPE); .. REGISTRATION NUMBER: EXPIRATION DATE: .SIGNATURE: Bureau Veritas North America, Inc. 7895 Convoy Court, St.iite 18 + San Diego, California 92111' + (858) 715-5800 + Fax: (858) 715-5810 Offices Worldwide Bureau Vetitas: Nortli Amedca ;J B{lfl!,a{f Yei-it,i, Cp{npajij' 7891 Com1JJy-(Jourl. -S.te. .18, 8cm ;Di'?go, C;,J.; 94.) J1. T:ELEN!O}JE:, (858) 7,_15-.5800. /!A..($/Mji,E,:'(858) 7J5i._5810 ·Cleotei:;filiica/, ·.Jk,.rvi;·o11me11ia.l;,i;11;d. 'G_o{tstn1ct{p11·Ji:fqierials 'testing E11gi11eel's· REPORT-OF CQNCRETECOMPRESSIO.N TEST :J-I:Q;_ fel)tQl!-·(;;ompany Caj-!sb.a!l, (;rQS$(Oad$ ··;R;R,:OJJ;c;rNOi: LEGA,<;!Y'NO.:. REPORTNQ.: .3.? 1 Q9-l 4894~._oo 5 ,ADDRESS:. :q{?J'.IT~GTCll.q Stlfl,'I,,11;:,~ TECHNICIAN:: Rr;iberison'~ Joan.Peret LOCATION:••· ·dAJssoij #1;2,3,4,s:s~rtep c,\JssoN-#l.13.EAM::cAr FIEEn MIXDATA Ci,:A'SS'OF·CONG~T~·(~pCll): cuss-br-'C6NCRE:rE.(Deli\.'\!rcd): ,MQ{1JES8~1P1:19l'fa" . M!XJ.D.: t1¢!9;I'~(J}.1)3,~Ji;· TRU.ciKNUMBER: lA T,dHTiM!::· TIME·SAMI?tED:. :BAf<;:ij.SJZ,E;, C:'.)': ~odp PS.f!N2i!'PA--YS· AOOiJl>sI:£N is:riAY:S· 7 SACKPEA,-GR:;-\,~L RS400P44. o&t6B_9.8 NR: • 07:23.AM 08:50.AM tact FIELD in: <,;;ONTRO~ NO::. .DA,'U~ CAST: A261.79 .3_30~94~ O'l/OSL2/J IQ 'FIEI;D TESTDATA &(,UMP, INCH£$ 5· PLA.CEMEN'i.Wlk, Pump )YEATHET.c :'u,nl'I);" .AIR CONTENT, % :· NR 'UNIT\VJ:., .Ptf }(ijt CONG. TEMP., °F ·: 72 ~IRJ!:,MP,, . •'f. .: 74' .ADD, WATER, GB!' : 5 ADMJJql,lRE: WRDAM LA.e;OR..~TQRY-'l'ESrnATA '.SP$/:IlVIEl\f '(,~) .DAT_E i>1& . AREA:(~.-TOT~LO:AD COMPRESSIVE I.D. {lN'J ·iN.)· {POtl;lliDS} S'.TRENGTII (PSI) ;A, 2~:-'02/05/ZOlO 4.00 ·1i;s1 5,6-,190' 4,470 g. 2s· 02/,05/2010 ,1::00. 12:s:; 55;33.(l 4,400 .c 28 ·.02/05/2010 4.oa .12:s'i. ·So/,686: .4,'S~O TYPE BREAK 7 1 7' -Weight ofQyiinder "A.''1:n po)lq~ . NR $}',=:Spare: .NR,= Not Requested NE'= Not Furnished GBT. = Gullons:B.cfore·Tcst • Qcopt<15 faiiure to meet $'el)g!h speclfit;d on µel!VC!Y,iick~: ~·f Alfilimensio.n~11nildire!:tlonsllr~ nppwximatc Remarks: Mlit~J~{ ivas's:impled bJ a,,rept'esefi!litlve' oflhis lilbl:mtl<iry .. Te$,jicrfoiirte1hvith referenci:'to ASTM sllindilrd proccifures C-138, C-31., C-143, C-~231, -c-l-72,·C-1231, £:~3~,,C-1-921 C-L73J:C-'l064 .. tinlcss hotcil bther\liise; . Copy to;. . V--' Ciµ-)p~ ;\ . erq, P.:E, . . California RCE.67031 li's. a,~ttial: ,px:otect::i~ 't:o ·,;,l'.l:ent/f, :t'h/" 'pub,1'£c, and, '<::n1-rse1.Ves,. 'all repoi:ts, are stlbinlt:tea as the, conf;lderit:ial property o.e .clien):s' • . li~~~~~i;:.atioii ~oq,!!P+J?":~~q.n _o~· ·fit~):<:~~s, .CO:JC_:+~s~qn.,;, q:s·extr.~c,_~l' .ff<?lJl··oui: .x;ep?:rts i'1. :.:':-S':f.Ve\'l,,:P\'!l~i,f!g · wrtt\:_t.m-, ap_p.raya;L, ow: ~epori:s ap9,ly onl)' ·to the st;i:engtfut of 'the-test ,cylinders and . .not. to ~ in~situ strengths of' ·the, membei:s .. identi:fie'd .in the :~ocation•; · · The results :pre'sentid' ±ti e1ii,s: report .pertain: only-to the ,specific-it:ema· .tested Rep~d Geru:m\i~n Dii_tc:.319/iOIQ B.ur_ea,u V.erit~$ No.ttlt ~metfca: .A Qitrt;41i Veriiacf<;:_q111pij1)y. · f!:::!J!ailaMi tfr 789~ Coiij1oy-Cdt~rtrEt~.,-l~;,$~h DiegiJ; CA,.92Jil 'fi;Lt!:PHONll: (8.'i.'8) 715'r:5.8(JQ PAC$iMIW: {B::f.8)'.7J$-581.(J Gepfer,lmical; IZm\ir:q11111.e1J.ia.l.a.11a C(i!l'tNrN/tiq.11.Afi;J(efials T/:~iidg J!iJgitteers .. ,,_41;1Jl~-JI REPORT .OF CONCRETE. COMPRESSION TEST 'CLIENT.:- ·p,R.QJ~¢r,. ADDRESS:· ·:CP!'-1:fRf.\(:TO~: :st.JP.PLIER:· "f,EG:t{NIGIAN~ ,LOCATION:"'* 1-i:-o~ F~oton Complll.lY Carlshad f:rossroacls Robertson ls· Jµ.~n· t>i:~cz ,!'.::~I.SSONJ/~.7,8 :BLPG77;1.4 FIELD MIX DATA (;L;'I.S~'C~F GQNGi!:!m(snec):: 4000 J'SI IN 28 .bA YS .¢LA$S 6F{;bi>(CR~T1;:(l;i.c1,iveri:i!}:· "4000 i>$t ~ ;?.8'.bA. Y~ ·M.Jg,_QES(;RJTT1Qtij 7 :SA;CK PEA: .©Rt\·:VEI,. .!yll)tlj),:· .RS400PM ·T(CKE-T NUMBER:·, ii843607 TRUCK NiJMBi;B,: NR :aA'l;'C};t''flME: 01:2I AM TIME s~M1•r.:.Eo: tis:i1 AM BA1:Q'1 SJZ~; t,;y. 9.S-!;5'' AGE (IYAYS) D/\:T.E 0112$120:fo :0 l/281101 Q 9V28l'.4QfO :DIA. (IN;) 4.oo; 4.oo.·. 4.Q(). ,AREA, ($Q.,Icy,) 1~57· 1:2.57' .ii.~1 . -. . -· fR0JECT NtJ;: LEG;\CYN.d.;. ~Ef{)RT N_O.: FIELQID~ (;dNTROt,-NO.·:- PAT.E CA~t: 4 A26352 3306806 12/31/'..{0!)'9, FIELD·TBST DATA $LUM!\ tNCffES 5 PI,,,\C!:Ml:iN'J'.Yl.A; Pump WEATHER: Sunny AlR CONTENT\ % -: · NR .t.iNiT \Vt, .PCF · ! -NR: ·co!\!C,.TJ:MP., '!l<' : 55; AIR'TEMR, "P ·: 5,f -ADD.WATER, aat:: o· AP!Y1PP1,IRE: WRPA<\4 TO'tAL LOAD· COMPRESSIVE (f9~P$J -~T.REN<mI.(l_>Sl) 65\4~0 5,219 -~',23.0 5';030 Gs,itto 5,450 'fyp~!;kcli~.~ I-Coile; .1°Gon.c· aJ1q ·S11lir,. 3-Col)e. .11nd .. Sh1?i!r, 4-Shf.ll!,,, ,f.¢oiium1ur, '.li-Qnus,nl\l .Ft.i~tu_re, ·7-JJ.!lQQndeq _Cap Wllfghi;ofGyH11.<l~r'V1.'( i!1:ppµn<ls: Nit itl,"D~not.c;o;-(aiJ~r!l-lP rn.~l strcngih-spe~ifi~q·on.d<;Iiv1;zy.\ick,;t ;.·,. Ali:ilf;n!ltJS'ions ·;md ~iriittioQS,il_re apprpxillJl!l!l TYPE BRE-"~ 7 7' 7' J{ewarks: i'vtaferi.!{t~VllS' ~ll!U!)I~ by-,l' reP,r\:5~nt~~-Y!l p( tnklµ,bor.~!9ry, T~~~,p~i'(qrm~d ;(It.Ji re(j!r.ence iq 11;1?'.Th,1 stavdard.p[P,!t;f!ures-.G-138, -~-31, 1::-14~, ·C,2~-l, .e·l7:Z, C-.1231, C~;19, C•!.9.i,,G~l-7.3, Q=IQ64 unles~·not.ecJ..otlicnyisc,. ;&:qre11µ ·~ti.ta .. oiih.Am~rica :.r--- checked by: ils; ~ tii4l:tlal .pr9tectign 'to cli!:en\::S, the, .i:>U\:il_i'c· and ptlr,selcj,ei;-; ·aJ::!, •report~· a):e• submitted as the con'fi'dential property. of client's, -AQ.ti,)o"ii.:ra_t:ipri cfqr: P.~q},'.cati<;m. of· s_tat.\"ltlen;t,;, i;:,<:,n,c'l.µi;.toi:;; op 'ex~:;:act.i; .from oµ;,· _,;.eport;; is ,:i;isseµ:v_ed pending -w;.it:\;e.n appr,ov;ai., bur-'ieporcs app~y. onl'.¼, co 1:he ·strengtlis of .-the ,test, .i:yl'itii:le'rs and rioll to 'tne, in~situ strengtlis ·of •the· members id;;rii:ified in the. • J.ocaJ;:ipn·.,. · · · JJ'hE1 r¥-s.ult,!l \P;-esent.ed· in -t:his :;~port .P!!'~tai!' ,o_q~y, t_o. ·t;he !i_l;l.e,;:-i·/;_j,i;e: ;i,t~--test.ea· Rep)Jlt q~nera.ti!)n'J);lt~: J~8POl,O TE-USL U.S. LABS Project Name Project Location . General Contractor Bureau Veritas North America, Inc. 7895 CONVOY er., SUlIB 18 SAN DIEGO, CA 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Carlsbad Crossroads 2724,2726;2728,2730 Loker Ave West, Carlsbad Ca. H.G. Fenton [gj Field Report 0 Notice to Comply NC# D · Field Welding IX! Reinforcing Steel Type of insl)Elciion Performed D Expansion Bolts D Masonry D D Torque or Pull Testing Structural Steel Erectlon D Other W~tlwr Clear and Sunny Documents Referenced D Soils Report IX! Plans Dated 11-06-09 .D Submittal Matelial used: Permit# CB091746 Page: 1of 1 Day: Wednesda Project#: 148948 Date 12/30/09 Time Arrived 7:00am Time Departed 4:30 m Date Cleared D Post-Tensioned Stressing D Concrete D Post-Tensioned D Epoxy Placement D Fireproofing -MK-6/HY D HS Grout RFI# IX! CBC Onsite at Carlsbad Crossroads Building # 2724 for rebar inspection of Caissons # 6, #7 and #8 located on north side of building. Verified caisson depths of 26ft 6 inches for# 8 with rebar length of 23 ft. Caisson# 7, hole depth of 27ft; with rebar length of 23 ft. and caisson # 6, Hole depth of 33ft with rebar length of 30 ft. Observed contractor install pile cap rebar at caissons #6 & #7 and pile ,beam rebar at# 8 per details on S-3 7&8. Verified rebar for grade, size, location and clearance. Work observed is per approved plan specifications. 2. Verified rebar length for# 7 caisson. --~ 4.Contractor installing dobies at 6ft spacing. 5. View of pile beam rebar at caisson# 8 7. Contractor completing Pile cap rebar at caisson # 6 CERTIFICATION OF COMPLIANCE: All of the work inspected herein is in Conformance with the approved plans and specifications and the applicable workmanship provisions of the California Building Code unless noted otherwise. Inspector Certifications: City of San Diego #872 I ICC #5102247 -I ACI # 00099481 I Inspector's Name: Juai:i M. Perez '>11/~ /"f Q_..A_o ./ Approval Signature: - Date Reviewed: Iv ' 4, ,So ll: ~ ::, ,,. m '11 7826 TE -USL U.S. LABS Project Name Project Location General Contractor Bureau Veritas North America, Inc. 7895 CONVOY Ct., SUITE 18 SAN DIEGO, CA 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Carlsbad Crossroads 2724,2726,2728,2730 Loker Ave West, Carlsbad C~. H.G. Fenton 1:8] Field Report D Notice to Comply NC# D Field Welding [8] Reinforcing Steel Type of inspection Performed D Expansion Bolts D Masonry D Structural Steel Erection D Torque or Pull Testing D Other We~ther Clear and Sunny Documents Referenced D Soils Report [8] Plans Dated 11-06-09 · D Submittal Material used: Permit# CB091746 Page: 1of 1 Day: Thursda Project#: 148948 Date 12/31/09 Time Arrived 6:30am Time Departed 10:30am Date Cleared D Post-Tensioned Stressing [8] Concrete D Post-Tensioned [8] Epoxy Placement D Fireproofing -MK-6/HY D HS Grout RFI# [8] CBC Onsite at Carlsbad Cro.ssroads Building # 2724 for concrete placement and sampling of mix # RS400P44, 4000 PSI supplied by Robertson'-s Ready Mix for Caissons # 6, #7 and #8 located on north side of building. Observed contractor drill and epoxy 2 #5 rebar dowels at each caisson per detail S-3. V~rified holes to -be 6 inches minimum in depth with 10 inch spacing, brushed and blown clean per manufactures requirements for Simpson set XP22 batch # 503W500W, Exp, 09-30-2011. Concrete was placed by hydraulic concrete pump supplied by Chase Pumping. Contractor lowered hose into caisson approximately 1 Oft to reduce the drop height and prevent segregation. Observed contractor consolidate the top 15ft of caisson and pile caps with an electric vibrator. ·concrete was placed to bottom of sid~walk elevation. Cast 1 set of 3 concrete cylinders for compressive strength testing. Tested truck lo;:3d 1 of 3. A total of 28.5 yards were used. 4. Consolidating caisson #6 with an electric vibrator. 5. Hose dropped irito caisson # 8 thru beam cap. 6. Contractor consolidating caisson# 8 CERTIFICATION OF COMPLIANCE: All ofthe work inspected herein is in Conformance with the approved plans and specifications and the applicable workmanship provisions of the California Building Code unless noted otherwise. Inspector Certjfications: City of San Diego #872 I ICC #5102247 ..... I ACI # 00099481 I Inspector's Name: Juan M. Perez ~ ,IW,,,I ~ ,r,,AJ .____ Approva_l ~ignature: V a Date Reviewed: TE-USL U.S. LABS Project Name Project Location General Contractor Bureau Veritas North America, Inc. 7895 CONVOY CT., SUITE 18 SAN DIEGO, CA 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Carlsbad Crossroads 2724,2726,2728,2730 Loker Ave West, Carlsbad Ca. H.G. Fenton · ~ Field Report D Notice to Comply NC# D Field Welding [gl Reinforcing Steel Type of inspectionPerformed D Expansion Bolts . D Masonry D D Structural Steel Erection Torque or Pul~ Testing D Other Weather Clear and Sunny Documents Referenced D Soils Report 11-06-09 D Submittal Material used: Permit# CB091746 Pag(f 1of 1 Day: Wednesda Project#: 148948 Date 01/06/2010 Time Arrived 7:00am Time Departed 3:30pm Date Cleared D Post-Tensioned Stressing D Concrete D Post-Tensioned D Epoxy Placement D Fireproofing -MK-6/HY D HS Grout RFI# [gl CBC Onsite ·at Carlsbad Crossroads Building# 2724 for rebar placement for caissons# 1,2,3,4 and 5 located on west and north sides of building. Verified delivered rebar for size, location and length per mill cert requirements for A615 rebar. Verified the following hole depths and rebar lengths. Caisson # 1. Hole depth, 26ft 6 inches. Rebar length, 23ft 2 inches. Caisson #2. Hole depth, 28ft 6 inches. Rebar length, 25ft. Caisson #.3. Hole depth, 36ft. Rebar length, 32ft. Caisson #4. Hole depth, 33ft 6 inches. Rebar length, 30ft. Caisson #5. Hole depth, 33ft. Rebar length, cut to 30ft. Observed contractor place concrete dobies at approximately 6ft spacings while lowering into hole. Contractor completed pile cap rebar at caisson #2 with work on going for caisson pile cap at # 4 and beam cap rebar at caisson # 1. Note: At caisson # 3, water was discovered at bottom of hole and needs to be cleaned out prior to installing rebar cage am;:I pile cap reinforcing. Work is on oin ~-.""'.'!"'" ....... 5. Rebar length for caisson # 5 . • ' .., , :, ... .tw. .. 7. Contractor lowering rebar cage at# 2. 8. Contractor adding dobies to rebar cage. 9. View of completed pile cap rebar at# 2 CERTIFICATION OF COMPLIANCE: All of the work inspected herein is in Conformance with the approved plans and specifications and the applicable workm13nship provisiqns oft~~ C~lifomi~_Building. Code unle!?S noted otherwise. ____________________ . __ __ _ ____ ... . ___ .. __ . . _ ..... ___________ _ Inspector Certifications: · City of San IJiego #872 ICC #5102247 Inspector's Name: Juan M. Perez Approval Signature: Date Reviewed: Project Name Project Location General Contractor Bureau Veritas North A.n,-erica, Inc. 7895 CONVOY CT., SUITE 18 SAN DIEGO, CA92111 Phone, (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Carlsbad Crossroads 2724,2726,2728,2730 Loker Ave West, Carlsbad Ca. H.G. Fenton- !2J Field Report D Notice to Comply NC# D Field Welding fZI Reinforcing-Steel Type of inspection Perfonned D Expansion Bolts D Masonry D ·D Structural Steel Erection Torque or Pull Testing D Other Weattier Clear and Sunny · Documents Referenced D Soils Report 11-06-09 D Submittal Material used: Permit# CB091746 Page: 1of 1 Day: Thursda Project#: 148948 Date 01/07/2010 Time Arrived 7:00am Time Departed 2:30pm Date Cleared D Post-Tensioned Stressing D Concrete D Post-Tensioned ~ Epoxy Placement D Fireproofing -MK-6/HY D HS Grout RFI# fZI CBC Onsite at Carlsbad Crossroads Building # 2724 for rebar placement for caissons # 1,2,4 and 5. Observed contractor complete beam pile rebar at caisson #1, Pile cap rebar at caissons # 2,4 and 5 per rebar details on approved plans S-3. Note; Caisson #3 needs to be cleaned of water and mud at bottom before c;age reinforcing and beam cap rebar can be completed. Observed contractor drill and epoxy two¾ diameter by 6 inch minimum depth holes for #5 rebar dowels with 10 inch spacing at center of caisson per plan requirements. Verified that holes were blown and brushed clean prior to installing Simpson Set XP22 epoxy, batch # 269W254W, exp 7-31-2011 into drilled holes. This completes reinforcing requirements for caissons 1,2,4 and 5 . .. .. . •.., • •'~,l -• ' 1. View of completed pile cap at caisson #2. 2. View of completed Bearri cap at caisson #1 . . > ~. ,· ··' :,:-;:{ 4. View of completed pile cap at caisson #5. 5. Contractor installing Simpson Set XP 'Epoxy. 6. View of completed epoxy dowels for #5 rebar. CERTIFICATION OF COMPLIANCE: All of the work inspected herein is in Conformance with the approved plans and specifications and the applicable workmanship provisions of the California Building Code unless noted otherwise. Inspector C~rtifications: City of $an Diego #872 I IGG#5j02247 I ACI # 00099481 I Inspector's Name: . Juan M, Perez ~~ M ~--- Approval Signature: (/ a Date Reviewed: TE-USL Project Name Project Location General Contractor Bureau Veritas North America, Inc. 7895 CONVOY Ci., smtE 18 SAN DIEGO, CA 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Carlsbad Crossroads 2724,2726,2728,2730 Loker Ave West, Carlsbad Ca. H.G. Fenton IZ! Field Report D Notice to Comply NC# D Field Welding ~ Reinforcing Steel Type of inspection Performed D Expansion Bolts D Masonry D Structural Steel Erection D Torque or Pull Testing D Other Weather Clear and Sunny Documents Referenced O Soils Report ~ .Plans Dated 11-06-09 D Submittal Material used: Permit# CB091746 Page: 1of 1 Day: Frida Project#: 148948 Date 01/08/2010 Time Arrived 7:00am Time Departed 2:30pm Date Cleared D Post-Tensioned Stressing ~ Concrete D Post-Tensioned ~ Epoxy Placement D Fireproofing -MK-6/HY D HS Grout RFI# ~ CBC Onsite at Carlsbad Crossroads building # 2724 for observation of concrete placement and sampling for caissons 1 thru 5. Observed Contractor clean and remove mud and water from caisson #3 prior to installing rebar cage. Concrete was placed at that location to bottom of hairpin rebar to secure rebar cage. Contractor then proceeded to place concrete at other caissons while beam cap reinforcing was being completed per plan details on S-3. Observed contractor epoxy two #5 rebar dowels with Simpson Set XP22 at that location. Concrete was placed by hydraulic concrete pump supplied by Chase Pumping. Verified Approved mix# RS400P44, 4000 PSI supplied by Robertson's ready mix. Observed contractor consolidate the top 15ft of caisson and pile cap reinforcing with an electric vibrator. Contractor lowered pump hose approximately 10 to 15ft into hole so as to prevent segregation. Cast 1 set of 3 concrete cylinders for compressive strength testing. Sample was taken from load #2 of 6. A total of 56.5yards were used. Concrete was poured to bottom of.sidewalk elevation. This completes caisson requirements for building# 2724. 1. Drill rig removing mud from bottom of caisson #3. 2. Contractor completing bec!m cap rebar at #3. 3. Contractor installing epoxy for 2 # 5 rebar dowels. ':;t ;;;)_ii' " .• ~ . ..( -! , -~ ,::r':', . . . ,~;-::\};¾' r··~·:··!J: f --, ~J:. '.' ' ' J,., '' } ' ~· ~ t ~} I _.;~~---' 'L . ..:. .. \ ,, 4. Concrete being placed by hydraulic concrete pump. 5. Hose being lowered approx 1 o to 15ft into hole. 6. View of completed caissons on north side of bid. CERTIFICATION OF COMPLIANCE: All of the work inspected herein is in Conformance with the approved plans and specifications and the applicable workmanship provisions of the California Building Code unless noted otherwise. Inspector Certification~: City· of San Diego #872. [ ICC.#5102247 i,..ACI # 00099481 I Inspector's Name: Juan M. Perez <....J1.I a,__ M T ....ut.f__..---- Approval' Signature: C/ CJ Date Reviewed: ,;. GEOCON IN0°0RPORATED Project No. 05916-42-lSD February 19, 2010 H. G. Fenton Company 7577 Mission Valley Road, Suite 200 San Diego, California 92108 Attention: Mr. Brian Gates Subject: CARLSBAD CROSSROADS BUILDINGS 2724, 2726, 2728, AND 2730 LOKER A VENUE CARLSBAD, CALIFORNIA REPORT OF OBSERVATION SERVICES PERFORMED DURING CONSTRUCTION OF DRILLED PIERS FOR BUILDING UNDERPINNING Dear Mr. G~tes: In accordance with your reques we have observed the excavation of 36 cast-in-place drilled piers for the underpinning of Build" 2724 26, 2728, and 2730 located at the subject project. We performed foundation observations during the period of December 8, 2009 through January 26, 2010, which included the following: • Observing the drilling and construction of 36 drilled piers and pile caps; • Checking that the geologic conditions encountered were similar to those expected; • Recording the depth at which formational materials were encountered; • Recording the embedrnent and total depth for each drilled pier; • Preparing this final report of observati~ns. The project soil report is entitled Remedial Foundation Recommendations, Carlsbad Crossroads Buildings 2724, 2726, 2728, and 2730 Loker Avenue, Carlsbad, California, prepared by Geocon Incorporated, dated June 30, 2009 (Project No. 05916-42-lSB). The foundation plans prepared by Burkett & Wong for the construction of the building underpinning are titled Caisson Structural Plans for Carlsbad Crossroads Buildings 2724, 2726, 2728, and 2730 Loker Avenue, Carlsbad, California, dated November 6, 2009 (Project No. 10591A). References to elevations and locations herein were based on surveyors' stakes in the field and/or interpolation from the referenced plans. Geocon Incorporated did not provide surveying services and, therefore, has no opinion regarding the accuracy of the elevations or surface geometry with respect to the approved plans. 6960 Flanders Drive • San Diego, California 92121-2974 • Telephone (858) 558-6900 • Fax (858) 558-6159 DRILLED PIER (CAISSON) CONSTRUCTION The foundation designer is Burkett & Wong, and the contractor for the construction of the drilled piers is Western Foundations & Shoring Incorporated. Western Foundations & Shoring Incorporated used either a rubber tire or track mounted drill rig equipped with a 30-inch-or 36-inch-diameter auger to excavate the drilled piers. The piers were excavated to depths ranging from approximately 19.5 feet to 58 feet below adjacent grade with formational soil observed at depths ranging from approximately 9 feet to 43 feet. We measured depths where formational soil was encountered and when the required embedment depth was achieved. Since the piers were designed to develop support by end bearing, cleanout passes were performed using a flat bottom cleanout plate to remove loose soil at the bottom of the excavations prior to the placement of steel and concrete. The referenced plans provided required embedment depths into formational bedrock that varied in depths ranging from 8 to 27 feet. Pile caps with lengths of 3 feet and 12 feet were also excavated in conjunction with the drilling operations. The pile caps extended at least 3 inches past the interior edge of the existing footing. Steel reinforcement bars were then set and the pile caps and drilled piers were poured monolithically with the exception of Caisson No. 36, which was poured in a two-stage process due a high voltage electrical conduit that needed to be repaired. The concrete was placed up to approximately 6 inches below existing grade. During drilling operations for the Caisson Nos. 14, 18, and 23, the outside edge of the caissons were offset approximately 8 inches from the face of the building wall. The structural engineer had specified a 6-inch maximum offset; however, a verbal authorization was made to allow for the 2-inch deviation. During drilling operations for Caisson Nos. 13 and 17, a 6-inch area drainpipe was encountered and damaged at a depth of approximately 5 feet. The drain pipe at Caisson No. 17 was temporarily capped prior to concrete placement. Grout was observed in the drain pipe at Caisson No. 13. The grout was likely from the previous compaction grouting operation that occurred on Building 2726. We understand the damaged drain lines will be re-routed and repaired at a later date. Caisson No. 35 was offset 7 feet north from its original location due to existing utilities. We observed that the required minimum embedment depths were achieved for each drilled pier. A summary of the measurements recorded during our observation is presented on Table I. The piers were constructed in general conformance with the project plans and specifications. CONCLUSIONS AND RECOMMENDATIONS 1. In general, the soil conditions encountered during the construction of the drilled piers were consistent with those described in the referenced geotechnical report. Project No. 05916-42-15D -2-February 19, 2010 2.. It is our opinion, based on observations made during construction and from a geotechnical engineering standpoint, the drilled piers were constructed in substantial conformance with the recommendations provided in the referenced geotechnical report and project plans. In addition, the excavations were observed to extend to appropriate bearing strata to the minimum depths recommended in the referenced report. LIMITATIONS AND UNIFORMITY OF CONDITIONS The conclusions and recommendations contained herein apply only to our work with respect to remedial foundation operations, and represent conditions at the date of our final observation on January 26, 2010. Any subsequent remediation for existing foundations should be done in conjunction with our observation services. As used herein, the term "observation" implies only that we observed the progress of the work with which we agreed to be involved. Our services did not include the evaluation or identification of the potential presence of hazardous or corrosive materials. Our conclusions and opinions as to whether the work essentially complies with the job specifications are based on our observations, experience, and test results. Subsurface conditions can vary greatly at any time. We make no warranty, express or implied, except that our services were performed in accordance with engineering principles generally accepted at this time and location. We will accept no responsibility for any subsequent changes made to the site by others, by the uncontrolled action of water, or by the failure of others to properly repair damages caused by the uncontrolled action of water. The findings and recommendations of this report may be invalidated wholly or partially by changes outsi'de our control. Therefore, this report is subject to review and should not be relied upon after a period of three years. Should you have any questions regarding this report, or if we may be of further service, please contact the undersigned at your convenience. Very truly yours, GEOCON INCORPORATED i~~sell G~~.l\ RCM:NGB:dmc ( 4) Addressee Project No. 05916-42-15D -3-February 19, 2010 ,:;_ TABLEI SUMMARY OF DRILLED PIER OBSERVATIONS Required Measured Total Embedment Concrete Drill Date Caisson Building Diameter Depth into Observed No. No. (inches) Embedment Depth of Fill Excavation Formation Placement Notes Depth (feet) (feet) Depth (feet) (feet) Date 1/4/2010 1 2724 30 12.0 14.0 26.5 12.5 1/8/2010 1/4/2010 2 2724 30 13.0 15.0 28.5 13.5 1/8/2010 1/4/2010 3 2724 30 18.0 17.0 36.0 19.0 1/8/2010 Seepage observed at apt>rox. 33 ft 1/5/2010 4 2724 30 13.0 20.0 33.5 13.5 1/8/2010 Seepage observed at approx. 33 ft 1/5/2010 5 2724 30 12.0 20.0 . 33.0 13.0 1/8/2010 12/29/2009 6 2724 30 13.0 20.0 33.5 13.5 1/8/2010 12/29/2009 7 2724 30 8.0 18.0 27.0 9.0 12/31/2009 12/29/2009 8 2724 30 8.0 18.0 26.5 8.5 1/8/2010 1/8/2010 9 2726 30 8.0 17.0 25.0 8.0 I/15/2010 1/8/2010 10 2726 30 8.0 21.0 29.5 8.5 1/15/2010 1/11/2010 11 2726 30 14.0 21.0 35.0 14.0 1/15/2010 1/11/2010 12 2726 30 18.0 24.0 43.0 19.0 1/15/2010 6" Drain 1/25/2010 13 2726 30 9.0 28.0 38.0 10.0 1/26/2010 encountered at approx. 5 ft Caisson offset 1/11/2010 14 2726 30 8.0 27.0 36.0 9.0 1/15/2010 approx. 8 inches from face of wall 1/12/2010 15 2726 30 8.0 27.0 35.5 8.5 1/15/2010 Project No. 05916-42-lSD February 19, 2010 (,._ TABLE I (Continued) SUMMARY OF DRILLED PIER OBSERVATIONS Required Measured Total Embedment Concrete Drill Date Caisson Building Diameter Embedment Depth of Fill Excavation Depth into Placement Notes Observed No. No. (inches) Depth (feet) (feet) Depth (feet) Formation Date (feet) 1/25/2010 16 ';-726 30 14.0 34.0 48.0 14.0 1/26/2010 611 Drain 1/18/2010 17 2726 30 10.0 39.0 49.0 10.0 1/20/2010 encountered at approx. 5 ft Caisson offset 1/19/2010 18 2726 30 9.0 42.0 51.0 9.0 1/20/2010 approx. 8 inches from face of wall 1/19/2010 19 2726 30 15.0 43.0 58.0 15.0 1/2/2010 12/20/2009 20 2728 36 27.0 24.0 51.0 27.0 12/28/2009 12/20/2009 21 2728 30 27.0 21.0 49.0 28.0 12/28/2009 12/21/2009 22 2728 30 27.0 19.0 47.0 28.0 12/28/2009 Caisson offset 12/21/2009 23 2728 30 27.0 19.0 46.5 27.5 12/28/2009 approx. 8 inches from face of wall 12/23/2010 24 2728 30 21.0 16.0 43.0 27.0 12/28/2009 12/23/2010 25 2728 30 27.0 16.0 43.0 27.0 12/28/2009 12/19/2009 26 2728 30 27.0 20.0 48.0 28.0 12/28/2009 12/8/2009 27 2730 30 8.0 16.0 24.0 8.0 12/10/2009 12/8/2009 28 2730 30 8.0 16.0 24.5 8.5 12/10/2009 12/8/2009 29 2730 30 8.0 16.0 24.0 8.0 12/10/2009 12/14/2009 30 2730 30 9.0 16.0 25.5 9.5 12/16/2009 Project No. 05916-42-lSD February 19, 2010 .,_ TABLE I (Continued) SUMMARY OF DRILLED PIER OBSERVATIONS Required Measured Total Embedment Concrete Drill Date Caisson Building Diameter Depth into Observed No. No. (inches) Embedment Depth of Fill Excavation Formation Placement Notes Depth (feet) (feet) Depth (feet) (feet) Date 12/14/2009 31 2730 30 13.0 16.0 30.0 14.0 12/16/2009 12/14/2009 32 2730 30 8.0 16.0 24.5 8.5 12/16/2009 12/11/2009. 33 2730 30 8.0 17.5 26.0 8.5 12/16/2009 12/11/2009 34 2730 30 8.0 18.5 26.5 8.0 12/16/2009 Caisson offset approx. 7 ft N due 12/9/2009 35 2730 30 8.0 12.0 20.5 8.5 12/10/2009 to gas line; maintained 6 inch offset 12/8/2009 36 2730 30 10.0 9.0 19.5 10.5 12/10/2009 Project No. 05916-42-15D February 19, 2010 ( FIELD REPORT PAGE ___ OF __ I __ DAY OF WEEK_7',;_'lJ.;.;;;6;__ __ _ DA TE l2-/ f'f /.;:,q 0 GRADING O TRENCH BACKFILL ~ OTHER REPORT NO JS PROJECT NAME /"A•I _,-,:un '9i CLIENT u N C CONTRACTOR H A N G E D CONTRACTOR'S SUPERINTENDENT/FOREMAN EQUIPMENT WORKING AND TYPE OF COMPACTOR l • MIU.St> ..cf-itt.4 L MJl,A,,, I ~ -;,,,. , ""'~ / c::uwJ4'1Cr f"J;&J1; I • kl IJ I ~Jct;;l\111.12'1(. 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The contractor retains sole responsibility for site safety and the methods and sequences of construction. N:\WPJOB\TYP\FIELD\T11 OFLO.RPT (8/99) r· 0 GRADING O TRENCH BACKFILL N$ OTHER Q CLIENT u N FIELD REPORT PROJECT NO. PHONE PROJECT MANAGER ( PAGE / OF __ 1 __ DAY OF WEEK __ wSP ____ _ DATE /~/~o/~q REPORT NO IC. FIELD TECHNICIAN/AUTHOR C H CONTRACTOR PHONE PROJECT BRIEFING O YES BY DATE ________ _ A N G CONTRACTOR'S SUPERINTENDENT/FOREMAN ~ PREVIOUSLY BRIEFED PLANS AND SPECIFICATIONS ~UNCHANGED E D TITLE ______________________ _ EQUIPMENT WORKING AND TYPE OF COMPACTOR BY...,.. ______________________ _ I-/.{If·~ ,sf>li-,.o.t. ,lljtJU... ,-lli&Nl .. )C~~lt.. APPROVAL DATE REV. DATE l • .zc, _.,,, .614~11...#aJaJ/ntr ~ n--W-E-A-TH_E_R_CN ___ E_!!!r_'t:_sr: _________________ ..... , . c::rt.AMS SOURCE OF FILL - FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FOLLOW-UP FIELD REPORT? ~ YES 0 NO LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT: ef LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP: 1'/"' -~,.....'------------------------------ WHAT IN PARTICULAR SHOULD BE.OBSERVED, CHECK.i?. OR TESTED DURING !§2U VISITr WAS A MEMO ISSUED TODAY? 0 YES 'Jt'No MEMO NO. CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND Q!QlillI OBSERVE. DOCUMENT CONVERSATIONS, OBSERVATIONS, _9_!! q£_,f?_!!.!!!!~.~~!?~~_9. 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T, LIST ON-SITE VISITORS c.JIJ.6.N ~ (~LI vs-c.i,-4.s) CLIENT REPRESENTATIVE SIGNATURE NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction. N:\WPJOB\TYP\FIELD\T11 OFLD.RPT (B/99) (erl FIELD REPORT '· PAGE / OF _ __;_I __ DAY OF WEEK. _ _,.71/.~l{ll.::L:t... __ _ DATE /')../31 /~, 0 ~RADING O TRENCH BACKFILL ~ OTHER REPORT NO /7 PROJECT NAME PROJECT NO. i,r:q,~ -41..-CAIU.SIM.n -~ · -· ·-a,n.: Z.7.:Z4 ~7U. 2.728 a ,.,.,,,.. /60 ~ CLIENT PHONE PROJECT MANAGER FIELD TECHNICIAN/AUTHOR u kcm J.Je N C CONTRACTOR PHONE PROJECT BRIEFING OYES DATE H A BY 0 PREVIOUSLY BRIEFED N CONTRACTOR'S SUPERINTENDENT/FOREMAN PLANS AND SPECIFICATIONS ~ UNCHANGED G E TITLE D EQUIPMENT WORKING AND TYPE OF COMPACTOR BY J· (ill.Ot.l'T' f'L//111' APPROVAL DATE REV. DATE WEATHER .st.l/:IJ:i.~ SOURCE OF FILL - FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FOLLOW-UP FIELD REPORT? Jt'YES 0 NO {II' LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED·BY THIS REPORT: LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP: f¥ WHAT IN PARTICULAR SHOULD BE.OBSERVED, CHECKED, OR TESTED DURING~ VISIT? Ji' , . WAS A MEMO ISSUED TODAY? OYES ~NO MEMO NO. CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND Q!!U!.QI OBSERVE. DOCUMENT CONVERSATIONS, OBSERVATIONS, . OR OCCURRENCES, DEEMED SIGNIFICANT TO THE PROGRESS OF WORK, BE SPECIFIC AS TO WHO, WHAT, WHEN, AND WHERE. --····-... ~-.. --~ . -----~ .... ............. ~--.,.,.,,.__ ......... _~~ ,__. _____ -_ 0f'J ,r;,t~ __ 7: ff J1l'1 ../. ckek, _ dr//1 ~tf.t._,~MJ~ # ~-#B d1f, ___ ~l..'!!J.--~-?i '-·-· -·---·-fd'!!:.... .•• ~ -· __ CPJJcrd-.~,-~,_j/p..a ____ t!fbh/..,-..il!!ld..._fl4.f'lp.--11>1---.rl/2--'llJJ_~-ti/--.tflJ-,~ -/4 kJ1.a ___________ ""-··--·----1-~---~--~..AY&&.tu.Yl_il~: ... }ta_, ___ (2/,~ -4a_ ___ j_tJs_,;, __ 6f--¥/i_ __ oc_. __ 1cJd.l.f,c__-fr-,---- ~---1,;,hLt:aia....f---J#t-'J:;;:,_~~~~¥.i' -~- f-------,---C?n_~ __ -6.Y._d":-_m,, __ .,,!.,:./,__ $: . __ th,_allLF---b!tJMl...--!J--e_;_,s..._~PJd.JJiY/--~-~ ' ----___ · .fw.!!d,« c;, f'll'1llJ!J-J.,,,,,~---!lL. 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"____.,..,...,.._ _____ ,.. _ _,,.,,... __ ~--·--- FIELD TECHNICIAN (PRINT) DATE HOURS O.T. LIST ON-SITE VISITORS µ, /?JOP.JA ,,. /~1/0') 1.,0 .J/JA/.1 PEl'lE2 ( /3U~U Vl!.tt,J-rAG.) NUMBER OF·DENSITY TESTS TAKEN CLIENT REPRESENTATIVE SIGNATURE NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction. N:\WPJOB\TYP\FIELD\T110FLD.RPT (B/99) ,- ( ,, FIELD REPORT C PAGE / OF __ / __ DAY OF WEEK._/tl.__C>I ___ _ 0 G•RADING O TRENCH BACKFILL ~ OTHER DATE I I"' /Jt) REPORT NO Jt PROJECT NAME PROJECT NO. b5'/U, ~ /,-,Jg-n e.Nli..J&O -_..,.__ ,. IU>ta 'J.7'J/f, '2.7~ '1.12e i 2, "1'1/) ~ CLIENT PHONE PROJECT MANAGER FIELD TECHNICIAN/AUTHOR u kc.m /J/3 N C . CONTRACTOR PHONE PROJECT BRIEFING 0 YES DATE H BY }?J PREVIOUSLY BRIEFED A N CONTRACTOR'S SUPERINTENDENT/FOREMAN PLANS AND SPECIFICATIONS )' UNCHANGED G e TITLE D EO~IPfJ~T WORKING AND TYPE OF COMPACTOR BY l -tltttFfll,~ u/ t-llt/l/Jtl/G I,_., ,56 511~1., '1/tlU. /;l(J.I APPROVAL DATE REV.DATE l • ~ • 61fi;8tt. .1 ~ /'l.1.71! I • ue>t. iJCU>1CbllL WEATHER f:#l.T'-l d/./81PY l-/111/JI ~*~ ,-/Jb~ SOURCE OF FILL FOLLOW-UP INVENTORY DID YOU R7 PREVIOUS FOLLOW-UP FIELD REPORT? }OYES 0 NO LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED; THIS REPORT: > . . LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP: > '/ WHAT IN PARTICULAR SHOULD BE.OBSERVED, CHECKED, OR TESTED DURING !:lfil VISIT? WAS A MEMO ISSUED TODAY? OYES VJ NO MEMO NO, CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU-DID AND .Q.!Q...!:ill! OBSERVE. DOCUMENT CONVERSATIONS, OBSERVATIONS, OR OCCURRENCES, DEEMED-SIGNIFICANT TO THE PROGRESS OF WORK, BE SPECIFIC AS TO WHO, WHAT, WHEN, AND WHERE. I'-" ,_.,..._.,...,...,,_,,_,,.,_....,._,.w_•_ ·-----.~·-- .. tJri ~If<, 1:1(/ All--, _ _4.t _s/4M/.~wa-b 6bs,yy~ tµ~6~/hlf, r _IJf'-1 '-12-4. - ____ _::_.#!l~, .. ~---f!v.l.~ ~ ~tf~~--atn.-.,,~jplo~ !-J_pL..IMi.t:ij __ JJ_'.::fJLCAf-jt:. # I. - ----~~----/jf!iJ;_:...!Jt_.J:!!tlflY~-':£/?-O.i/4 -JJ!t.ik ~.Lh,_9-1U1 __ 1fM-~_f;;'_/5. /~_ewt/,yyn,;µ 0( ~ '-r'/4 f'¥~ . .l!.!J.____ __ ___ /rJ:ot!) --. ,.. . ..i1:. '-e,/4 f.or -#f t.J1UAJ-/.'!:/_i:t.~ .. ~~__}p--f/tuis .a ~ . 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"I::'""' c0ilig ,,,, #3 llf 17 ~ ./lu, tll@I/_ /J11d ~ -:/1.1-. 4,___r....: "~f!!!:J-;..-~tJl!v.:t~ . ~ I #'-/,J4,S /'JY,!bJU.. ,t .-.., /q I anti t.v/&L!_ed_ (J,iJ_ap.,9y::__ _ ..... ,_. U.O.. ()i_ #2 . ,,:/_A____ . _ ~ ,.., /J:' • ---~ ..-.. - --~--./-_ ..... t2.~----fl1L~---l,.,. -I' 2 -!__:/l~_ld_i/!_ __ /i IAf4'rkJ. ~ fu~¥--~J--~-- ~ e .. /JP$ ??.ffa ~~/-n, ·-·----/~-. ., --~---4fJ!J ... _,i?!J--~J.-• --• __ ,_ .. , ·---_.,. --·--------_______ ,..._~·--,-~ ... ~,.,. -· ·------·----................ ----- ___ ¥_,..,, -· --· -·~----.... ~ ,..,......,. . ·-------¥~---·---........ ----~ ___ ,.. _____ ,, __ ~~ -···~----~-.. -______ ,...,..,,. '""·---~----· ---"'--~-----·"" ·----.. ~~ --· ·h --------... -------... -........... ...,_ ... ~ ·-"-- FIELD TECHNICIAN (PRINT) ;-/;~ HOURS o:T. LIST ON-SITE VISITORS 1,./. RO/l.JA. ,.~ NUMBER .OF DENSITY TESTS TAKEN CLIENT REPRESENTATIVE SIGNATURE NOTICE: The professional engineer is represented on site solely to observe operations of the contractor identified, form opinions about the adequacy of those operations, and report those opinions to the client. The presence and activities of the engineer's field representative do not relieve the contractor's obligation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction. N:\WPJOB\TYP\FIELD\T110FLD.RPT 18/99) FIELD REPORT PAGE / OF __ J __ DAY OF WEEK_~Z)_"t.1£ ___ _ DATE /-/ 5/IO 0 GRADING O TRENCH BACKFILL )6 OTHER REPORT NO I °I PROJECT NO. OSC,/(i> -,t/').-/60 7() CLIENT PHONE PROJECT MANAGER FIELD TECHNICIAN/AUTHOR u N C H A N G E D CONTRACTOR PHONE PROJECT BRIEFING O YES DATE ________ _ BY JI PREVIOUSLY BRIEFED CONTRACTOR'S SUPERINTENDENT/FOREMAN PLANS AND SPECIFICATIONS ~UNCHANGED TITLE--'-------------------- EQUIPMENT WORKING AND TYPE OF COMPACTOR J-~ur BY _____________________ _ / .. J..J./0 $fl .S/>lkAl-OIJLJ.. /• h}JN/ •,k'a.tV;4'1bn., APPROVAL DATE REV. DATE /'"~//JI At18!1z./~~ ~ n ... .:.W.::..;E;.;,;AT;.;;H.:..:.ER.;,;;.;;;;.;,;$;.;;U_'>ll/._')I ______ __,.;.;__;.=;;.....-------- / • ~ SC/l,ttTc,/J/llt,. -- /• et,h/P~ r,.s/ t:/1/IJp/Jld ()t(J../ SOURCE OF FILL - ONO FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FOLLOW-UPFIELD REPORT? ~ES LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT:.-"7/r;;....:.. ___________________________ _ LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP: . ..,...,£~----,----,---,.------------------------- WHAT IN PARTICULAR SHOULD BE.OBSERVED, CHECi<fD, OR TESTED DURING .!'illIT v1s17 WAS A MEMO ISSUED TODAY? 0 YES !ilNO MEMO NO. CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND J2!!U!QI OBSERVE. DOCUMENT CONVERSATIONS, OBSERVATIONS, i-,!?R (!f.£!,ii!RENCES, DEEMED SIGNJ~t(2:6,NT TO THE PROGRESS OF WORK, BE SPECIFIC AS TO WHO, W,,;.;H.;;.A.;.;;.T'..,.;W.,.H.;.;;;E'-"'N,..:..Ac.cND;;;..,.;.cW.;.;.;HE0,.R.;;;E. ________________ _ ---------·~-------------·----------------------·--·-·------···· _ __ __ -o,, .s:1f,., ... ~ ~ms fer' f'AIP~-·~t'fJ-.... 1-_7=-Zf._~------------• ·--~ ~-(2~ri_;-~_J(#tuJ_tdJ__.,1.j/J1 .e!/-_ _dd/~ ti ~ -/4 ~-~--4-~5 / ~i,---D.ILb-- ·~--------/§ .:.....Jt!!v, .. ~_Pg g :~ a,-I -#3 ~ ___ t;/nj_k/~-~il..:.-~~-~-~__1i-/L'1~-- i----,-~-~-d_t(YJ/~.: ... JJil #.., . -4,... 9 :/5 4{!7~~~dm-~ .,,;-y ~-1 ,., 'U1,, M6W_~W.f1.-.1~-'-.#1.. t.J~..c t?J.~ut n -¥ ~ 1.ou -1. ~~M-fp," ___ __ --~;;g1~.-Lf;U-.:bH:Jl'iy-!rie ~. 'feaJ:. ~.':_t/4n uw1 -k~~~ _ _acL_lA(Yi,,.- ·--1't11.iift:. ___ 6/'-1--f..&: "' IG ~ ~-J--f..lk 4A/2-]:~ # 2 M~__/tn.ul.,,._taL'JUL....Mef-.~~.;:__ __ __ .. ____ fb14i-:--~f-'!?.~ J,.i,t~-/JI.~ ~7'24 / -i.-,u .. Jdlt€,__{#~ ~ ~ '1ruJe fon-- /r, ~ (J() ~ -fb: 20 ~. Afk_~___p-, '/lt~ . .J!p.t,,t.~/tir.s......DJ(D{.~i,_ IP :z ~lu, cu,/,t,t/4~ ~ ,, J.le- --····-·· -r/.t,Efi. __ ~-"*-!Aht1~ ~ 1341~1:..,.......llJli, /J 1 ""1U. ~ 11: ~ M?; ./J2. ~ d!JV__:J __ t3,. 1'/.4 .......... --V~..,,J. "---;~-.ef--~.S:. / -~n~_/JJJ!.i _ _h_~un_lJ_y:/../_A..,_c/~-/f.~~~J!L .. _/M~~U. .. _. ______ _ ___ ,, ......... t?~#l..Ll!JIIJ!ltl. __ J __ /11~_c/tN!~---6-J/.;_iP.,_i!!J7 __ :!.J.._1&1$ q{N}(/ dJ<I ~-t!l~td__....11..3~--. ----,~~ '& ttm~ _/a,$1 __ ,,p/kl;./.t?6~,/ _ _1t!ldM'JJY')fP/¥' ~ -/4 Lui f't.....W----fr NACj, -·-----~,u,1 __ ~-ittth. a~~-P.ll -IF a /.d,il ~ /Ix:(Lt--J1t&-,Lt_'4-A-tkL./fc.~ ~-/Ok .. __ .. 1,,_~:,.._t1~1--~ '6 -1, , .Bi.__¥ __ d_:._.iafl. ,P,~ ~ * #~ 71.N. .. ~ _ ·--·~--·-~--C4?.!f'&h/, LWJCI-J -: 111,11~.p: -/,z,\.ia-ot?:,., _________________ _ -·--·-.,__ .. r~.,. . __ 4m __ $2 ___ __1/!::,'lkL.-!£ __ 4!_,. __ ~'1. ___ t:f. 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N:\WPJOB\TYP\FIELD\T110FLD.RPT (8/99) 0 GRADING O TRENCH BACKFILL ~ OTHER PROJECT NAME .,.-"-• ,,,. ..... .- ){;5 CLIENT u N C CONTRACTOR H A N G e D CONTRACTOR'S SUPERINTENDENT/FOREMAN -· ,· ( FIELD REPORT PAGE / OF ___ _ DAY OF WEEK. __ 'vl:_liit:'.;;..... __ _ DATE I /ti Ac.f REPORTNO fO PROJECT NO. .J Or<f/4 --ri.-JSP PHONE PROJECT MANAGER FIELD TECHNICIAN/AUTHOR PHONE PROJECT BRIEFING O YES DATE ________ _ BY » PREVIOUSLY BRIEFED PLANS AND SPECIFICATIONS ~UNCHANGED TITLE ____________________ _ BY _____________________ _ EQUIPMENT WORKING AND TYPE OF COMPACTOR r -t:uo s,, .q/ML. t:f&lU-/-<1ftn/lhlf6~ i,J/ (!/t#,/i-/>1Jlt; APPROVAL DATE REV. DATE t:,1.11,J 7 ll-'---_,.;.;..;;;..;;.;.;._ ________ """"'-___ ""'-______ -11 l -.,.. ~ JP ~ / d4!tMJIM.:f' p~ , .. c:N.IJ• ,-~ar..-r WEATHER /;tJWIIY SOURCE OF FILL - FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FOLLOW-UP FIELD REPORT? Jl!YES LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIED BY THIS REPORT:~d'::;__ ____________________________ _ 0 NO LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP:.-"=------'---------------------------- WHAT IN PARTICULAR·SHOULD BE.OBSERVED, CHECKEit OR TESTED DURING !:!filU VISIT?, WAS A MEMO ISSUED TODAY? 0 YES \a NO MEMO NO. CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID AND DID NOT OBSERVE. 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(~ VE#UTAS) CLIENT REPRESENTATIVE SIGNATURE• NOTICE: Th.e professional engineer i,s .represented ,on site solely to observe op~r.ations of the _contracJor identified, f9rm opinions. about the adequacy of those operations, and·report those opImons to the client. The presence and actIv1tIes of the engineer's field representative do not reheve the contractor's obligation to meet contractual requirements. The contractor retains sole responsibility for site safety and the methods and sequences of construction. N:\WPJOB\TYP\FIELD\T11 OFLD.RPT (8/99}