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Home My WebLink About2726 LOKER AVE W; ; CB091747; Permit•)' '· ,i City of Ca.rlsbad 1635 Faraday Av Carlsbad, CA 92008 11-24-2009 Miscellaneous Permit Permit No: CB091747 Building Inspection Request Line (760) 602-2725 Job Address: "2726 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: CBAD CROSSROADS-INSTALL CAISSONS AT WEST SIDE OF BUILDING -ALONG SLOPE- Applicant: FENTON H G COMPANY 2722 LOKER AVE W #F CARLSBAD CA 92010 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEES Owner: 'FENTON· HG COMPANY 2722 LOKER AVE W #F CARLSBAD CA 92010 619 400-0169 PERMIT/INSPECT FEE ISSUED 10/20/2009 NEW 11/24/2009 11/24/2009 $1,038.00 $Q.OO $0.00 $1,038.00 Total Fees: $1,038.00 Total Payments To Date: $1,038.00 Balance Due: r{ I -. ---:._~-· .. Inspector: ~ Clearance: $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, 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 fees/exactions f which ou have reviousl n iv n N Tl sirriil r to this or to which the st tute of limitations has reviousl otherwise ex ired. ?C,o9 oo3L/ -~ «~,(;]}> Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 271812719 Plan Check No. {'/1:.,r) Cf /7 C../7 /' -vv I, L I Est. Value/ /JI), n/'9 A ~ CITY OF CARLSBAD JOB ADDRESS Fax '760-602-8558 www.carlsbadca.gov Plan Ck. Deposit - Date SUITEI/SPACE#/UNIT# " , : . I APN 209 _ 081 I .28 00 # BATHR00"1S !TENANT BUSINESS NAME ... ·. ·. · P9wer Metal Inc I CONSTR. lYPE I occ, GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) . . . .. . ):xcayati,o,il'f<>r/ and 'iil~tallatioil of, conc_rete ,ca,ss·ons.fo:_SUPP,Ort existinij-tilt~up concrete.building foundations at west side : '. '' " ,' . i of,b1,.1Uding::alon.9 e~isting s1_0:i>e, EXISTING l!SI: jPROPOSED USE, . . ,,GARAGE (SF) ·:., Office·& \,yarehoµse , =,, Offi¢e:& Wareh0ua1 : .. · . I AIR CONDITIONING IFIRESPRINKLERS N<O YESIZ]NoO YES!Z]NoD CONTACT NAME, (If Different Fam Applicant) ' ' APPLICANT NAME i{G; Fenton Compa'ny ADDRESS ADDRESS ... ·7577 MissiOn:Vallev Rd,.$te 200 CITY . STATE ZIP CITY .. STATE ZIP ; ., : ·CA 92108 PHONE PHONE .. : rFAX . : : . 61~-400-0169 619-400~0111 EMAIL ,, . , .. EMAIL PROPERTY OWNER .NAME · · · · · ..... := _}1.G. fenton Proper1;y Co.!llP~l'!Y':. CONTRACTOR BUS. NAME :Wester.nF:ou.nd:ations & Shorina ADDRESS 1§.77 !lw1is$.iori:Valle.v:R.d., ·ste 200. · ADDRESS .. . 10875 H,ighway 67 CITY STATE CA ZIP . 92108' CITY. takeside: . STATE CA . ZIP 92040 PHONE · .-6~ 9-400~0120 . : :jFAX 619-400-0111- .. PHONE , 619-561~7916 EMAIL ; :. . . . 'bgates@hgfenton.com : : : EMAIL . ·: . . ghove@western'fouhdatioris.net ARCH/DESIGNER NAME & ADDRESS I STATE UC,# Burkett.&·Wona-~-3434 4th:Ave, s2:103 ._ ; .sE::2533': · · STATE UC.# .. .. ICLASS .. 439353·. 1 CIW BUS. UC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement tt\at he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business-and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption: Any viol,ation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil, penalty of not more than five hundred dollars ($500]). . . 7'7".,.,.,.'."'"""',,,,.,..."7""'7".""'-,--.,...,,.:"7,'.'"""'.'T)~r;:,:---,,"."':"'.':-,ry:''""'.'~~'""';1'.'1'77'! : , /' ~/ ~~-(y~·: Workers' Compensation Declaration: I hereby afflrm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Secti~n 3700 of the Labor Code, for lhe performance of the work for which lhis pennit is issued. D I have and will maintain w~rjter,;', cqmpe.~sation, a,s req~ired by 9~bon 3709 of !he Labor Cope, for the perforinan_c~ of the JN~rk for l'(h_ich thi~ pennit is issued. My workers' compensation insurance carrier and policy number are:,lnsurance Co, · : · : , Policy No. · Expiration Date ________ _ This section need not be completed if the pennit is for one hundred dollars ($100) or less. D Certificate of Exemption: I certify lhatin lhe performance of the work for which this pennit is issued, I shall not employ any person in any manner so as to become subject to lhe Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ~ C0NTRA~T0R SIGNATURE DATE I hereby afflrm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees wilh wages as !heir sole compensation, will do the.work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner.of property who builds or improves !hereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, lhe building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects wtth contractor(s) licensed pursuant to the Contractors License Law), I am exempt under Section :. : '.: .... .: . Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. OYes ONo 2.1 (have/ have not) signed an application for a building penntt for the proposed work. 3. I have contracted wilh the following person (finn) to provide the proposed construction (include name address/ phone/ contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provi\fe the major work (include name I address/ phone/ contractors' license number): 5. 'I will provide some of the .work, but I have contracted (hired) the following persons to provide the work indicated Qnclude name I address / phone / type of work): ~ PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business,.mfill, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes WNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or ai[..9!!ality management district? 0Yes 0 No Is the facility to be constructed wit!lin 1,000 feet of the outer boundary of a school site? 0Yes l..{JNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION-CONTROL DISTRICT. I certify that I have read the application and state that the above information is correct and ~the information on the plans is accurate. I agree to comply with all City ordinances and State laws relatingto building construction. I hereby authorize representative ofthe City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permitissued by the Building Official under provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the buildin orwo autho 'zed by h permit is suspended or abandoned at any time after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). ~ APPtlCANT'S SIGNATUR DATE City of Carlsbad Bldg Inspection Request For: 03/09/2010 Permit# C8091747 Inspector Assignment: TP Title: CBAD CROSSROADS-INSTALL Description: CAISSONS AT WEST SIDE OF BUILDING -ALONG SLOPE- TO Sl,JPPORT EXISTING BUILDING FOUNDATION-CITY nr'\~C'-IUr"\T "I I An A I.IT~~ ~IV Type:MISC Sub Type: REPAIR ------- Job Address: Suite: L9catiori: 2726 LOKER AV WEST Lot: 0 Phone: 6197565737 lnspe~tor: g APPLICANT FENTON HG COMPANY Owner: Remarks: Total Time: CD Des~ription Act Comments Requested By: BRIAN Entered By: CHRISTINE 19 Final Structural .JJf!_ _______ _ Comments/Notices/Holds Associated PCRs/CVs Original PC# PC090034 lnsgection History ·Date Description Act lnsp Comments 01/26/2010 11 Ftg/Fot,mdation/Piers AP TP BEAM CAP 16, PILE CAP 13 01/26/2010 12 Steel/Bond Beam AP TP 01/20/2010 11 Ftg/Foundation/Piers AP TP PILE CAP 17,18 BEAM CAP 19 01/20/2010 12 Steel/Bond Beam AP TP 01/15/2010 11 Ftg/Foundation/Piers CA "FP DONE ON 1-14 01/14/2010 12 Steel/Bond Beam AP TP PILE CAP 10-12, 14-BEAM CAP 9, 15 BUREAU VERITAS FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING DATE: March 9, 2010 TO: City of Carlsbad Building Department l635F~day Avenue Carlsbad, California 92008 Job No. 148948 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMIT NOS.: CB091747 PROJECT NAME: Carlsbad Crossroads Underpinning PROJECT ADDRESS: 2726 Loker Avenue West Carlsbad, California I declare under pen,alty of perjucy that, to the best of my lmowleclge, the work requiring special inspection, material sampling and testing for the structure/s constructed under the subject permits is in conformance with .the approved ph_ms, the inspection and pbservation program and other c9nstructiQn · documents, an4 the applicable worlananship provisions of the Uniform Building Code. Etecut~d op 03/09/2010. The work, which we provided Special Inspection, consisted of: Reinforced Concrete and Epoxy Set Anchors. $pedal Inspection services were perfonned from December 10, 2009 through January 26, '2010. ,A.. If the inspection servicC:lS were provided by an approved material testing Ja\,orafi:>ry qt specia:I inspectiqn agency: TESTING LABORATORY QR SPECIAL INSPECTION AGENCY; ~ur~u V~ritas North America ADDRESS: 7895 Convoy Court, Suite 18, SanDiego, CA92111 RESPONSIBLE MANAGING ENGINEER OF THE TESTI;NG LABORATORY · . INSPECTION AGENCY: NA.ME (PRINT·OR TYPE) Carlos E. Acero1 ____ .,.---~::::::::::t=""="=_j~~\~"'\1iE_~::;::~~ SU\te of California Regisftation.Number: C6703l ExpiratiP~ Dat~: 9/30/10 B. If the,inspection services were provided by an independent certified special inspector: SPECIA.t INSPECTOR'S NAME (PRINT QRTYPE): REGISTRATION NUMBER: EXPIRATION DATE: SIGNATURE: Bur~au Veritas North America1 Inc. 7895 Convoy Court, Suite 18 + San Diego, Californla 9;2111 + (858) 715-5800 + Fax: (858) 715~5810 Offices Worldwide Bureau V~rita;s.Notth,Ame1·fo~, A B1ireau .Vetita§·Comparly; 7~~? Co11voy Co11rf;,Ste. l!),,$1:in: Diego, ¢:il,:9)'.J:[I: . .. . .:rE_LEPliONE:'.{$5l/):.11S.;§80fJ. EAC-:SiiiIIJE_i (858).215'-5810 (JeqJe_cl111fcal, Ein•f,:011111e.11tp.J, a1uf.Co;1s(ructio11.Materials Tes,ti1Jg;,£11gii1eers. REP.ORT OF .CT>NCR.E'TE COMPRESStbN. TEST .CLIENT:· J?,l.tO~ECTi H.Q;. f~htpn c;=ompany C$,:Ji;qaq ,Cr9ss,oa.d~ .PROJECTNOi: f.;~OAGYJ>IQ:: ~PORT NO.:: .FlELD.IiJ':.· G<)NTRQE. NO:~ PAT~~N!T;'. 38109-14.8948:oo: 1 .ADDRESS: ~ONT,R:-'.\OTOR: ·$1:lf?L!E.15; t£PtmitIAN': LGCA.tION:to1< Rbbedsop's Juan,Perez PAIS.SQifi/.H!, ·19 FIELD MIX :OATA. ;¢LA$.S bF'GQNCRETlf(Spcc): t;I,l\$S Q.fGQNC~EJb~Ji\'ercxl): MIXDESGRIPTION: MIXI;D;~ rtcm NUMBER: fRUCK.NUMBElc 13.'}T.Clf Tl,?l'{l;: 'JJIME.S:A'.MPLED: ·BA,TCl(Si~ ·err. ·4QQ.O PSJ:!li{2$ dr,.YS 4000,P$~ IN:2s ~AYS ?'SACKPEA'GRAVEC · 1lS400P44 6941270 Nlt 11:~ P,\\4 0.1150.PM .HfC;Y :A.26182 330695S Oli~P!2QlQ FIELD TEST DATA SLPf,,IP,. JN_C{{ES' 5 .J'LACE[\-~l'.11' VIA: WEATHER: Am.CoN:tE'NT-, % ·:. ;tJN~_yf:T.~ .. PCF _: CONC. TEMP,,, •fi : APfT;E_tyn> .• "' ·~F' :. ADD. WATER,. GBT ~M~\J!U;:· 'Chui,c ,OVER< NR µ'il, NR 5~ ; '5 WR)?A64 LABORATORY-TEST DATA ., , '~ ~ '' ". " $rk.¢WEN AGE DATE DIA. A:~i~:(sQ. to.TXJ'.. 'i:oAb. coMi>hEspfvt: J.D,. {D.A"\'.Sf (11\j'.) IN.J -{PQilN.l>S} . STRENGTH (PSI) ,f., 2& '02111!2.QlO, 4,0Q· 1,,2,57 77,:14!'> 6,H,O '.B: 18. :Qi/17/20.l(l ·4.QO I2_St .8Q,710. :6,4;fQ c .28 t1.2/.17 /'i.d io 4.00, 1'2.57' ·79:Bo '6;300 TypeBrcak:: 1-Coh~ 2:Cone ·and Split1 3,(;ontf nnd 'Sli~; .. !1-Sliciir; 5,.Colummir; 5-UnllStlal Fracture,· 7-Unbcihdcd 'Qi;p' .TYtE: 'BRE~ 7 7 7 \V~igli~ ofdylipd1;1 .. "Atin pounds;, J':ilR :SP= Spai:e .N~= NQl·~eql!esl!:O :NF =~o! f11T1Jish!!d GB't = Gti!lon~ Bi:for,e·Tcst \b,cn9iC$ failure-to mcci:sirengil) spcclricd-ona~iiveryti\:kd ,~,e,li !lfm.cnslons·nnd-diri;ctions nl1l'appn:>it)lJlijlC ,Remarks:. Mati,rin,J,wlJ$sampjcd'.liyJl..teP~tative ofthisiabbralozy; Tests P,(lifofull:tl.wit11.refcrcilcc.to AST!v{S111ndnrd procedureirC-1'38, ,C-3 i,. C,l43, 'C-2·3 I, c•,172,1 C-1231; C·3.91.C:.l 92,C-f,73, C-1064 .unless no.ted'othci:wise.. · Ccipytq; Dar,fos A era·. E.& . , ,,'I,. Cal~fotriia RCE 6703-1 'Checked~Ji ._· ----'--'"----- f.!' ;1+ ll!Uti.i~l'p:1:9tection, to' cnents, thl! ~lie ·an~ c,u,;iie1yes, "';1 ':J;!'po;;tfi ;a,re: jfiili(!litt;'§d,,as· tlie .conflde1'J.tiitl. prop.erty of. cl'ients. Authori::ation for, oub1.ication ,of; stateinents,: ci:mclu,si90s:"or e:,;tra,:;ts tJ:<lm 9lir-=por1si;i, is, rese,:ye!l, perd;_ng: ¢tten approval, aµr:.,epoi:i:s·. ·aii.i>i:{only j:o i:h~ '!1'.t::.engt:l1i;,c'·o.l: the 'tesJ;. c:ylinderB''and ;iio.tU:~ .. t:he· -:ii\-situ. strengths of 't;.he me)nbers identified in 'the, ~.loi:ation•; '.rh.!a: ri,sµlts·,pt~sen,J:_ed ::tn -tliii; o:'eJ?pi:t· pert;iin only-tp.'the, ~pe-d:tfic items·'tescea: 'R,:portGcneratioiiDnlc::31!)/2010 ',< Buteau .. Veritas·No.i•th Amelib.a A B1li'eazi Ventas. 00111pi111y . , .7895,-Co1111oy.'c_ow(1 $!?.J.8; Sa,r Dl<?gq,,:C4,, 9)1(,J' TEl:EPHONEi (8:58) 7{5-5800 FACstMiLik(8S8), 715-5810 ·Geot~t::b1i(ca],,En_~i[r,Q11111~n{i{I; a11d:Co11stn1pii'o11.Materf4#,·l'~!!11g,'!;1rg(11eers REPORl' ·OF ~-ONCRE'l'i( COMPIU:.$Sl0N TE.Si ·CJ;,lij'lfl; '~RPlEQ;T:. .If.:<LF~htci,ri C,orp);iil~y <;:arJso,ad,s<;:rrissniads :,PROIBGT'NO:: .,t/39ACYNO;t '.lU~rQRT NO.: -FJELD.ID: '38i09-i48948.00 6 AE>DRESS:· 9p1,,:n:i,MCTO~ .·spf PL~~-15obe~Qh~; TECE:INiCIAN;' Juanl~'erez ,LOCATION:.., cA\SS,9N /f9:l,O,,fi,'t~. 1,4, rs ,A,T Bf.PG #.;!776 FlELDJ\ilIX 0A1;A CJ,,~$'.QF-GMCREJE''(Spe\!J:: ;C~S ·oF .coNtiIBf.i:f(d<l!fy~ed): M_I?CDESCRIPTION.:· ,ML'<' I,D;: 't1{'.:~t~PN~~~ ·TRUCKNUMBER: 'BAtcitTlME: "fIME SAMPrio:, B.ATJ:;ftsfZE, c:r. ~.000 P,~f Hf28J?~ '(S'. imoo t'~f IN 28:J)AV-s, 1 SA.CK PEA GRA¥EL as4ooi:i4;4 686?J84 NR !)8:$8,AM 09:-SOAM 1l>:CY -coii':rROL-NO;: ·QAJ"l;.CAST; X2£;iso- 330695i Ql/f5/,20JO FIELD. TEST DA'.JJ:A Sk\1!',1P, [NPM/$.$. 4 P.LAQEfyli;NJ.''VIA;: Pt!!TIP WEATHER:,· Sunny AI)i c_ql-rra:JT, % : NR . UNiT WJ,; .?9,F NR t:qiilc:'tEM~., •r : 10' AfR TEMP-~F : 69 ,ADD~WA.TER, , GET :, lo APMix:f.l,'JRE: \\'RDA'{54 LABORATOR:Y·TES::CDATA . ,Sl?ECI!\-iEN i'GE DAi-E :oiA.. .Ani.~,e$Q. tot AL,LOJ\D' SQMl'.Jmss1v~, ·1;u. (I)Ait§)· (IN.) IN.), :re,qu,r-li>$)' , STREl'{QTII (PSI) A, 28' O~(l2/20,10 4~po J2;51: ij~;'l2Q, 5,2~0 ·H· 18'. 02/.1.2/2010 4:00' '12,.$7 ?56;500: S,29.0 C-,28, ,, . oiZ1212010 A.00. i:B-7 .61A,So. ,:5;3:10, ,, 'fzyeDrcak::: 1-Goni:; ·,2,Coni:-and Split;, ·3-Cone and Shear!' 4,-Shair,_ 5.:Columodr, 6-Urnisunl· Fiilctul'I:? 7-Unliondcd Cup n'.PE, BREAK 7 7 7 '\V~ig(it'q{C:ylin~er •,.~!i:ii:t,poun,ds:: 'NR: Sf'-=·$~ NR= l'ro(R(:qu~t<;d NF =·Nqt.Fumi~hed yj3T = 'GplJons Be[ore r~ .li Depot\:li mlfo~·to;mi;ct filrcngiii'~ifi~.ondeliyery li~kcf ·+f~Ji ·di!,llensl9ns·!!!ld' P!=ii91)!!'UIC'llPJ?!OlCll!l~le, Remarks:·, ·Mat¢rint was sampied by,n'repr~tativlfofi!ti11:Iallorntory. '.fcstsJ)Ctfurincq)vi1h refcrcnc9 to·ASTM;stun~ard proi:cililrcsC-:138;' C.-31, f;al.43,.C-23,1, ·t.I,1-'?,· C-12.3,1, t-39,G-192;:c~i 73!,c::19Munl~I1tilcd othcrwi~, , · ~eric~ AS ;i;: m11tua1, :t,rote'ct:i;ort fo,:c'H,ents, the, ,~1.i:c ·an4,911rselv,es,, ,al~ r<(11orl:_s are s~mi-t:te9 u,s ,the· confJdenti'al property of oli"eni;s. ~Utho,:'i.za,tiop. ,,for :ptibil,c_aJ::tot.t' of ·,si;atetnentSJ C(?ll~US~OllS :pr ·extract.a' :from our reports 'is rea~,;ved pending -written approval., oµr:r!?POJ:tit a'pp,ly onl'y' to .the, strengths .of 'the .te,st: cylinders ,.and;_nqt ;to :the,· in,-s1.tii iltre,1gths of. ··the members: ident:i:fied in, ·the-~location•, · · '.),'he ~1-rol:ts··freiiented ;!:ii this, r~~o'rt ;P"rl:aip, ,cin.ly· to :,the' }lf"df,fi:' :i,t;enu., 'l:.eilt~p'. ~port-Generation 'Ontc: 3/9/2010 li'Ml!lild/~U• fl!l#lilii;Q. Bureau V:erit~s N Qrth Antelictf A B111:ea1i Yeritas Co7i1pany :1895 Co11,voy°Cq11rt; Ste. !8,_'$.a;n_ D.i'e!Jo, .CiJ.,,,'94llJ' .. TELEP.HONE: (858) 11§~5800-FACSIMILE: (858)'71-5~58!0 (leo,t,g:b11·icptEm1Jnni111f111fa/, a1ul,;Gg11$tn1ctip1{ M aierf a!J TeiH1ig E_11gi1Jef!rs EEPORT OF CONCtt'ET.E COMP·RESSIQN°TES::t ·Q_Ll~NT: ~PRPJEG,T.; H;Q, Fen101r f;;oitJP.l'!ny '(Jl!r-lsb;id CroS:jfOU.QS ··:i,>~Q.JEC1'N01: ·r:,~pAC}'NO,,: REP.QRT No.~ FiELtlJ6:- ~0f'ITRQt,NO,{ :QA.r$ ·9Asrt 38·109-148948.QO '8 ~ot,ertson.'s:: Juan .Perez_ ADDP..ESS: -~ONTR,A9rqru $~.Pt.IE'!_l: tECHNICi:AN: .,lJ:)CAT.lON;+• PM~SON :ii~, 1'6'i3_LD:G. ~7~~ FIELD MIX DATA tr,A:S$ .. O).:.~QNCl,!E1'E'(Spec);· cl;;,i\ss.dF_c;ibl{a@fE"<DeiJ.vcrci!J; MIX DESGRIP.T!ON: M.1xiib.i 'TJGKEJ:.NUMBER'::: T.RticfNflMBE&. ~A-r9..1-p:'1Ml;!· 1'.lMt·SAMPLEDi .B~JC~S)~E;, ¢.t, -,_ 400!).P,SHN 28-DA,:Y.$. 49.QQJ'Sl.IN•.ilfDA.)'S,._ 7. SACK'P.EA GRAVEL· RS400l'44 6'94l3i'! -,NR LQ;S~~- U:SSA'M (o.cy A26'l83 3~0!,)9~9 01/26/20)0 mtD TEST DATA $L(J_Mp, (N9/iES ..: ·.Pt.A¢~EN'T VI.A:. WEATHER: AiR,cdm:E'&1:, %: : -~I;f'\Y;1:-, PCF .CONG, TEMR, °F : rii111JJ _ OVERI NR NR 68 .$.~ .AI.ffEMR·~ . •p: : .ADD; WATER,-·GBT : IS ·A'D~~.lJR~i WRD;,\64, LABORATORY'TESl''l)'A.T-<;\. .. '''" , :SPE€IMEN. iait DATE' i>iA.. ,Aim~;{SQ'.. .'fOT-.U.. '(;Of\D. COl\IPRESSIVE i.D ... U>AYsj CI~)-IN.) '{PQUNDSj -'S.TREN.GTH (P.SI): A., 28: ,()2/2~/20}0 -4.09, :19:.;{J. 78:;soQ .6,Z·50 B 28-QV23/2010 ifOO' J2;57 J8;47Q 6i240' c 28 02/23/2010 l.po· .1:Z,57--·'. 79i230 6i3'00 Typ'e'Bre11k: J:.:Coiic, ·.2;Gone· iiiid·Splil; 3.Cofie an'd Shear; A·Sllcnr; 5•Colunin!ir~ ·t,,:Utiitsun1 Fracture; ·7-Unboi11led C~p nt1•Jt BREAK T 7 7 :Weiglit o(CyUndcr ''A"'in·pounds: · NR-: si>,,;:s~re 'NR.""'N.ot itequei;t,!l!i ')litr=rNot}:µmisfled d13t-=-oauons Bcforsi Test +-' Dc,n,Q1/:S-failil.l'.C. IO'lt!Cft ~trc:ngl)tspcl;ifi:ai on d~Jivt;cy tii;~et. '"'*'N.1 c;l,fJl!cnSiOl!S Qjl~ ~[rectip~ll(C'3P,Pf0Xfrl)BIC, . 'iieinnrks: ,M~tcrla! w~sii(fjpied by!1 {Cprcsl;ntnlive o_rt11is ,lnooratofy; Tes1s"perfotmcd.-witlire(crencclo.:;i.sT}istand;rd'pfoccduri:s Cal 38, .C-31, C-143; C-2·31, ·c01.72;.C·l231,, C-39,.C,192_; C-l 73,,C,1064 unless m:i1eil.otl1crwise. ·n:urea : orth.America ~ N3 a:. m\itu_al pi:,:ite,c;tiqn ·co ·clients, ;the: j;,ubl:i,c· .m<l, -oiu;sel,'ves',. -au re°P,o:t:,tp.·;are. .sul5inittei:J. ~s che. ·confidential ·P.rop.eri:y of clieri~s- ··/\~J:h,;,r!zai;.,i:!1!1, :fo:i; :p':'!>l;c.a)::l,op o'f ~t.ai:emei;,.ts{ i:_onc!lll!'.io,;,s -oi:: ~tra1;'c11 · fi:.<?111. 01¥" :repp;,:;t~ d.'! ,;,:;es"rved p~din9" wril>t:en a,PProval;, Our. ;:epo;i;tl\ ~ppl.y' only'\:!). ·):lie S~,!ltlis of .tbe,.test 'cylinders, and ;tot" to t.ba in:-id.:tli, ·stl:engtlis·.ol; 't:he. me!lioers .i,clenti'fiedsin the '!'.:ll;ication • / · · ·';l'lie ~slilts _t>i:e.sent:ed. lit t:liis ·repi,i-e pertain on1.y t:o the :specific, items t:e:Sted., RcportGcni:raticinDnti::'3'/912010 TE-USL U.S. LABS Bureau Veritas North ADJ.erica, Inc. 1895 CONVOY ct., SUITE 18 SAN DIEGO, CA 92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Project Name C~rlsqad Crossro,;1ds ProjectLocation 2724,2726,2728,27~0 Loker Ave West, Carlsbad Ca, GeneralContractor H.G. Fenton ~ Field Report 0 Notice to Comply NC# D Field Welding 12:1 Reinforcing Steel D Expansion Bolts D Masonry Permit# CB091747 Page: 1of 1 Day: Wednesda Project#: 148948 Date 01/13/2010 Time Arrived 8:00am . Time Departed 3:30 m Date Cleared 0 Post-Tensioned Stressing 0 Concrete D Post-Tensioned D . Placement Epoxy Type of inspectionPerfonned D Structural Steel Erection D Torque or Pull Testing D Fireproofing -MK-6/HY D HS Grout D Other Wei!tl!er Overcast with light drizzle. Documents Referenced 0 Soils Report igJ Plans Dated 11-06-09 0 Submittal RFI# l2J CBC Material used: Onsite at Carlsbad Crossroads building# 2726 for rebar inspection for caissons 9, 10,11, 12, 14, and 15. Verified mill certs for delivered rebar for size, location, type and heat # . The following are hole depths and rebar lengths. Caisson #9. Hole depth, 25ft. Rebar length, 22ft. Caisson# 10, Hole depth ,29ft 6". Rebar length, 26ft. Caisson# 11. Hole depth, 35ft. Rebar length, 32ft. Caisson# 14. Hole depth, 42ft 6". Rebar length, 39 ft. Caisson# 14. Hole depth, 36ft. Rebar length, 32ft. Note: Caisson# 13 was not drilled at this time. Contractor is installing pile beam rebar at# 9 and pile cap rebar at# 10. Work is on going. Also, Rebar delivered for caisson # 15 was not the correct diameter and has to be re ordered and delivered. Plans call for #8 rebar for top bar conditions per details 7 on S-3. Rebar deliverec;I was #5 bar. Contractor is continuing drilling of caisson #15 and should be completed by Thursday. 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: Juan M, Perez Approval Signature: Date Reviewed: TE -USL U.S. LABS Project Name Project Location General Contractor Bureau Veritas North America, Inc. 1895 CONVOY CT., SU1IB 18 SAN DIEGO, CA92111 Phone: (858) 715-5800 Fax: (858) 715-5810 CONSTRUCTION INSPECTION REPORT Carlsbad Crossroads · 2724,i726,2728,2730 Loker Ave West, Carlsbad Ca. H.G. Fenton ~ Field Report [] Notice to Comply NC# D Field Welding ·~. Reinforcing Steel Type of inspection Performed D Expansion Bolts D Masonry D D Structural Steel Erection Torque or Pull Testing D other Weattier Sunny and Wann. · Documents Referenced D Soils Report ~ Plans Dated 11-06-09 D Submittal Material used: Permit# CB091747 Page: 1of 1 Day: Thursda Project#: 148948 bate 01/14/2010 Time Arrived 9:30am 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# ~ CBC Onsite at Carlsbad Crossroads builqing # 2726 for rebar inspection for caissons 9, 10, 11, 12, 14, and 15 for beam cap and pile cap reinforcing per details on S-3. Contractor has completed beam cap rebar at caisson #9 and inside corner rebar at #15. Also, pile cap rebar at# 10, # 11, # 12 and# 14. Verified rebar for grade, size, location, lap and clearance. Contractor has drilled two ¾ diameter by 6 inch deep holes at center of caisson cage for installation of #5 rebar dowels. Holes have been brushed and blown clean but no epoxy has be~n installed. Contractor has placed dobi~s at pile caps and beam caps to secure rebar and maintain three inches of clearance for any soil. 1. View of Beam Cap rebar at caisson # 9. 5. Contractor securing rebar cage at# 14. CERTIFICATION OF COMPLIANCE: AU 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 S~m Diego #872 I ICC #5102247 I ACI # 00099481 I Inspector's Nam~: . Juan NI. Perez (. I/ ;-c A_,,,. Approval Signature:. c.,, t5 Date Reviewed: · TE -USL U.S. LABS Project Name Project Location General Contractor Bureau Ventas North America, Inc. 7895 CONVOY CT., SUITE I8 SAN DIEGO, CA 92111 Phone: (858) 715-5800 Fax: (858)715-5810 CONSTRUCTION INSPECTION REPORT CarI$bad Crossroads 2724,2726,2728,2730 Loker Ave West, Carlsbad Ca. H.G. Fenton ~ FieldReport D Notice to Comply NC# D Field Welding ~ Reinforcing Steel Type of inspection Perfonned D Expansion Bolts D Masonry D D Structural Steel Erection Torque or Pull Testing D Other We~ther Sunny and Warm. Documents Referenced D Soils Report 11-06-09 D Submittal Material.used: Permit# CB091747 Page: 1of 1 Day: Frida Project#: 148948 Date 01/15/2010 Time Arrived 7:00am Time Departed 12:00pm 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# 2726 for concrete placement and sampling inspection for caissons 9, 10,11, 12, 14, and 15 for beam cap and pile caps. Observed contractor install Simpson Set XP22 batch# 269W254W expiration 7-31-2011 into drilled and cleaned holes for #5 rebar dowels per details on S-3. Two #5 dowels were installed at every caisson except for #15 were 4 #5 dowels were installed (2 per wall face}. Contractor then secured remainder of top rebar for correct spacing. Verified Approved Mix RS400P44, 4000 PSI supplied by Robertson's Concrete. Verified trucks for time, mix consistency, slump and added water. Concrete was placed by hydraulic concrete pump supplied by Chase Pumping. Observed contractor place pump hose into each caisson approximately 15 to, 20 ft into caisson to ,prevent segregation. Contractor consolidated the top 15ft of caisson arid pile cap with an electric concrete vibrator. Cast 1 set of 3 concrete cylinders for compressive strength testing. Tested load 2 of 6. t . _., ...... ~"" -.. '! 1. View of epoxy dowels at each face for #15. 2. View of completed epoxy dowels at# 9. 3. Concrete placed by hydraulic concrete pump. ' ' '--··, ! ! 4. Hose inserted into caisson approx 15 to 20ft. 5. View of completed caissons #15 and #14. 6. View of set of 3 concrete cylinders for testing. CERTIFICATION OF COMPLIANCE: All of the work inspected herein is in Conformance with the approved plans and specifications and the applicable workmans.hip provisions of the California Building Code unless noted otherwise. Inspector Certifications: City of San Diego _#872 I ICC #5102247 I ACI # 0009Q481 I Inspector's Name: Juan M; Perez ~"' -J pl__,,(.,,,-\...,,.,-- Approval Signature: G/ d Date Reviewed: TE-USL Project Name Project Location General Contractor Bµreau Veritas North America, Inc. 7895 CONVOY CT., StJ1TE 18 SAN DIEGO, CA92111 Phone: (858) 715-5800 Fax: (858) 715'-5810 CONSTRUCTION INSPECTION REPORT · Carlsbad Crossroads 2724,2726,2728,2730 l.,.oker Ave West, Carlsbad Ca. H.(3._ Fenton ~ Field Report ti Notice to CQmply NC# D Field Welding ~ Reinforcing Steel Type of inspection Perfq(llled D Expansion Bolts D Masonry D D Structural Steel Erection T9rque or Pull Testing D D D D w~~er Cloudy, Windy with Rain Documents Referenced D Soils Report 11-06-09 D Submittal Material used: Permit# CB091747 Page: 1of 1 Day: Wednesda Project#: 148948 Date 01/20/2010 Time Arrived 7:00am Time Departed 5:00pm Date Cleared Post-Tensioned Stressing ~ Concrete Post-Tensioned Placement Fireproofing -MK-6/HY RFI# D Epoxy HS Grout ~ CBC Onsite at Carlsbad Crossroads building # 2726 for rebar inspection, concrete placement and sampling for caissons 17, 18 and 19 for beam cap and pile caps. The following is verified hole depths and rebar lengths for each caisson. # 17, Hole depth: 49ft. Rebar length: 43ft. # 18, Hole depth: 51ft. Rebar length: cut to 48ft. # 19, Hole depth: 58ft. Rebar length: 54ft 4 inches. Verified beam cap and pile cap rebar to be per details on S-3.Observed contractor install Simpson Set XP22 batch# 269W254W expiration 7-31-2011 into drilled and cleaned holes for #5 rebar dowels per details on s:..3_ Cc;,ntractor then secured remainder of top rebar for correct spacing and clearance. Verified Approved Mix RS400P44, 4000 PSI supplied by Robertson's Concre~e. Verified trucks for time, mix consistency, slump and added water. Concrete was placed by hydraulic concrete .pump supplied by Chase Pumping. Observed contractor place pump hose into each caisson approximately 15 to 20 ft into cajsson to prevent segregation. Contractor consolidated the top 15ft of caisson and pile cap with an electric concrete vibrator. Cast 1 set of 3 concrete cylinders for compressive strength testing. A total of 50 yards were used. 1. Rebar length for caisson # 17. 2. Rebar length for Caisson# 18. 4. Placing rebar cage into caisson# 19. " 5. Placing dobies at 6ft spacings. 6. Installing #5 dowels with Epoxy XP22. 7. Concrete place by hydraulic pump. 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 othetwise'. Inspector Certifications: City of San Diego #87.2 _ I ICC #5102247_ I ACI # 00099481 I Inspector's Name: Juan M. Perez \.. I~~ ~ ,4./~~ - Approval Signature: C/ 0 Date Reviewed: TE-USL U.S. LABS Project Name Project Location General Contractor Bureau Veritas North America, Inc. 7895 CONVOY CT., SU1TE 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 [8J Field Report D Notice to Comply NC# D · Field Welding l2] Reinforcing Steel D Expansion Bolts D Masonry Permit# Page: Day: Project#: Date Time Arrived Time Departed Date Cleared . D Post-Tensioned Stressing D Post-Tensioned Placement Type of inspection Perfonned D Structural Steel Erection D Torque or Pull Testing D Fireproofing-MK-6/HY D Other Wea\her · Cloudy, with rain on the way Documents Referenced D Soils Report 11-06-09 D Submittal RF!# Material used: CB091747 1of 1 Tuesda 148948 01/26/2010 7:00am 3:30pm [81 Concrete [81 Epoxy D HS Grout [81 CBC · Onsite at Carlsbad Crossroads building # 2726 for rebar inspection, concrete plac;:ement and sampling for caissons #13 pile cap and #16 beam cap. The following is verified hole· depths and rebar lengths for each Gaisson. # 13, Hole depth: 38ft. Rebar length: 34ft. # 16, Hole depth: 48ft. Rebar length: 45ft 6 inches. Verified beam cap and pile cap rebar to be per details on S-3.Observed contr.actor install Simpson Set XP22 batch # 005V064V expiration 4-30-2011 into drilled and cleaned holes for #5 rebar dowels per details on S-3. Contractor then secured remainder of top rebar for correct spacing and clearance. Verified Approved Mix RS400P44, 4000 PSI supplied by Robertson's Concrete. Verified trucks for time, mix consistency, slump and added water. Concrete was placed by hydraulic concrete pump supplied by Chase Pumping. Observed contractor place pump hose into each caisson approximately 15 to 20 ft into caisson to prevent segregation. Contractor consolidated the top 15ft of caisson and pile cap with an electric concrete vibrator. Cast 1 set of 3 concrete cylinders for compressive strength testing. Tested load 1 of 3. A total of 30 yards were used. This completes caisson requirements for building 2726. 1. Rebar len~ths for caisson # 13. 2. Rebar lengths for caisson # 16. 3. Placing rebar cage at caisson # 16. I ., " fll_. ) . Jr,[ 5. Contractor drilling 6 inch deep holes. CERTIFICATION OF COMPLIANCE: All of the work inspected herein is in Confonnance with the approved plans and specifications and the applicable workmanship provisions of the California Building Code·uhless noted otherwise. Inspector Certifications: City of San Diego #872 I ICC #5102247 I AC[ #00099481 I Inspector's Name: Juan NI. Perez ~~ /-1 ,BA.J - Approval Signature: C/ t1 'Date Reviewed: GE}OCON 'INCORPORATED Project No. 05916-42-15D February 19, 2010 H. G. Fenton Company 7577 Mission Valley Road, Suite 200 San Diego, California 92108 Attention: Subject: Mr. Brian Gates CARLSBAD CR&DS · BUILDINGS 27 2726 728, AND 2730 LOKER A VENUE CARLSBAD, CAL REPORT OF OBSERVATION SERVICES PERFORMED DURING CONSTRUCTION OF DRILLED PIERS FOR BUILDING UNDERPINNING Dear Mr. Gates: In accordance with your request, we have observed the excavation of 36 cast-in-place drilled piers for the underpinning of Buildings 2724, 2726, 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 embedment and total depth for each drilled pier; • Preparing this final report of observations. The project soil report is entitled Remedial Foundation Recommendations, Carlsbad Crossroads Buildings 2724, 2726, 2728, and 2730 Loker Avenue, Carlsbad, California, prepared by Geocon fucorporated, 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 fucorporated 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 _I ,_ 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 con;ipaction 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 J 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 fmdings and recommendations of this report may be invalidated wholly or partially by changes outsrde 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 Y-~c.. Ro e C. Mikesell G 33 ~ Senior StaffE/gineer RCM:NGB:dmc (4) Addressee Proje<;:t 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 approx. 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 1/15/2010 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. 05916-42-15D 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 Deptli of Fill Excavation Formation Placement Notes Depth (feet) (feet) · Depth (feet) (feet) Date 1/25/2010 16 2726 30 14.0 34.0 48.0 14.0 1/26/2010 6"Dr~n 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 '.?0 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 27.0 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. 05916-42-15D February 19, 2010 <L TABLE I (Continued) SUMMARY OF DRILLED PIER OBSERVATIONS Required Measured Total Embedment Concrete Drill Date Cai~son 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 3l 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 . ~-.9~Qf9!'i ( ,. ( FIELD REPORT 0 GRADING O TRENCH BACKFILL ~ OTHER CA.IJ;S,OJ t: PROJECT NAME ~/>.An ~ CLIENT u _ .. -... PROJECT NO. .J ,,,,;211 1t Z.7.:sc, i:tTl<-•'11"1.~/sb PHONE PROJECT MANAGER PAGE ___ OF--"----- DAY OF WEEK.___,_F.,_~..;.f ___ _ DATE I /8 A0 .. REPORT NO. FIELD TECHNICIAN/AUTHOR N C H CONTRACTOR PHONE PROJECT BRIEFING O YES DATE-----,--,--~'--- BY ~ PREVIOUSLY BRIEFED CONTRACTOR'S SUPERINTENDENT/FOREMAN PLANS AND SPECIFICATIONS /IV UNCHANGED ,A N G E D TITLE ____________________ _ EQUIPMENT WORKING AND TYPE OF COMPACTOR BY _____________________ _ I -I , 'O ,._ ~-, .. ~1.. AA 'U /-nv,.f ~'"() -!ff UL, Dlt/1..l.. ..,., _.., c..,.,,,_ _._. , ...... A_l'_PR_o_vA_l;.;;D_A_TE'-------------"R"'-EV_.;;;;.DA;..;,;T;.;;E __ _..;.; ____ __ / -'3,,o 11 ,ti ~'It./ ol4!l4J.J lfl,{,T' ffA;Ja I -(i/t.61.tr' f'W"'.P WEATHER _-.C...c:.::s'lll#-...Yc..---------------- , _ '/Jt,~ ,-SOURCE OF FILL - FOLLOW-UP INVENTORY DID YOU REVIEW PREVIOUS FOLLOW-UP FIELD REPORT? ~ YES 0 NO LIST REPORT NUMBERS WHERE FOLLOW-UP WAS SATISFIE~ BY THIS REPORT: ~ LIST REPORT NUMBERS STILL REQUIRING FOLLOW-UP: II" /...,,. ___________________________ _ ·-'"----------------------------------WHAT IN PARTICULAR SHOULD BE OBSERVED, CHECKED, OR TESTED DURING~ VISIT? / WAS A MEMO ISSUED TODAY? 0 YES ,O NO MEMO NO. _ CONTRACTOR/FIELD TECHNICIAN ACTIVITIES -INDICATE ACTIVITIES YOU DID-AND .Q!Q..!iQI OBSERVE. DOCUMENT CONVERSATIONS, OBSERVATIONS, OR OCCURRENCES, DEEMED SIGNIFICANT TO THE PROGRESS OF WORK, BE SPECIFIC AS TO WHO, WHAT, WHEN, AND WHERE. ··------.. ··------~--- --------------------------~---------------------------·"-·----···· -o,, 6,'-1# i .. ~-~~-~,:,,~ tJr:._1ot,._~ .. --"---7_'2-__ 1' ___ G: ___ 'J-__ 7_-U.....;..., ---------------~»· ___ ... _/.f!l;--~~-r!!/!fi. ... !f.~-Mb, __ ~ __ _f!~-,_L_,. & • ~~-~ii (M!.-,./4,~ ~~~--L--~ _____ .iL...£~~-L ~11--f rdt4;.Jk , · ~,,,. 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'-~~~-~~--Q,u tJd qa-, kb,r f,r I,. I, ~, /.,_~ __ -£ __ .. , ... _.,d~_'-?.f __ b /~-~ Jo I oq ,._ tktl!t~-¢rdi~r ~,:/ 1H ./I j_ ___ ~_/4! __ .£ ~ b1.~--- ___ -~---&tL_~tfty.,_4P!___ ~lfYML._ . .lt:. .. /_.._o/--tt.::_~."I.. e, __ 4.-~~~~ {O: .cs-.. , -I},,, h'U_ tln'/L4/...._~-- _____ _lt,t,4,_ __ rltflh_ .ef'-~~1--~~~-J.----all~ . ..J.. :.w_~. ,/ a~ __ -f-11.f:us ~~ -A /lArrt. /4~ .@1/.._Jj~_, __ _ ___ _}!)_::. -~3 .P~--.-J~--:& .. tZr.-~-1¥1}/rtllJ-.g~--W ~4'._Jal( ~f-.nhlfl/4-ft__J.}/_l_i__J& __ ~/_!.!~') ~ b~,-J.,r,·/1,;,. 'ff JO. Ac, /IOI ;t,tiwe,/ ~, tluJ/h fettnw-ul i~ f;v;.. i.Nh-6~ ,AC, ,9~ --, //EXT f'A::;l:, 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\T11 OFLD.RPT (8/99) e 9-~9RRN FIELD REPORT b-·GRADiNG O TRENCH BACKFILL ~ OTHER CAl$;o./.r,, PROJECT NAME ~Std,1' , I PROJECT No. ,C 1't-D'-?,,7'24. -2:1-u,,' 1''7'3:e: 1 2-1.:r.01 PAGE 2 OF :z DAY OF WEEK__,~Fk.~/ __ _ DATE I /1?/ID REPORT NO ~( e,s"q/t;, • ,jp. • I.SO ;uN I liAC I uR/FIELD t'ECHNICIAN AC 11v11 IES -INDICATE ACTIvITIEs vou DID AND DID NOT oBsERVE. DocuMENT coNvERSATloNs, OBsERVATIONs. OR OCCURRENCES, DEEMED SIGNIFICANT TO THE PROGRESS OF WORK, BE SPECIFIC AS TO WHO, WHAT, WHEN, A_ND_W_H_E_RE..;..·------·--··-----...... ····-·-·-·---· ., .. ·-· __ _ -----------------,-----------------------------------.. _ ... ________________________________________________ ,_ ---------------------,----------------------------~----- ·----·------------------------------------------------ ·--------------------------------------------·---------· .. ·-~----.. ------------------------------------------------,-~-·-··-· --------------------------------------·-------.. -----·--------·- •--------------------------·------------~--------·-··-· --------·----------------------------------·-----··--"···----- IJ.-·----'--------------------------------------------· .. ··----~--- •.M---------------------------------•-•<0r•M~--------------- ··-------------------------------------------··-.. ··-"·---· --·----·-··-- ······-·------------------------------------------·---···--·-··· ....... ., .. _ . '---------------------------------------·-··----·----··----·-··--· ·----·· ---· -----------------------------------------------·---·----................. --·- ------------------------------------·---····,-····-·····------- .................. »··----------------·--... ------------------·----~----..... ----·-----,.---..... ,.,.., .. _... . ·-----·------------------------------------------,-·--------··-··- -·------------------------------------·---~-------·----··--·-···-··--··-··------- . ·-·-·---····-.... --·----------------------------·-----·-,---·--. ., .. , _________ -·--······-· 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 (8/99) ,J _J