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Home My WebLink About2500 CAMPBELL PL; ; CB063431; Permit01-14-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB063431 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2500 CAMPBELL PL CBAD COMMIND Sub Type 2132610500 Lot* $738 047 00 Construction Type Reference # 21069 SF SELF STORAGE BLDG B-3 COMM 14 5B063266 Applicant BEVERLEY RUTHERFORD VALLI ARCHITECTURAL 81 COLUMBIA #200 ALISO VIEJO, CA 92656 949-349-1777 Status Applied Plan Approved Issued Inspect Area Plan Check* Owner V P I BRESSI STORAGE L L C C/0 TEEL PALMER&ROEPER LLP 11455 EL CAMINO REAL #300 SAN DIEGO CA 92130 ISSUED 11/14/2006 Entered By 01/14/2008 01/14/2008 JMA Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $2,402 35 Meter Size $0 00 Add'l Reel Water Con Fee $1,56153 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $15499 PFF (3105540) $8 427 60 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Master Drainage Fee Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $000 $000 $14 748 30 $13,43246 $000 $000 $000 $1 260 00 $000 $41 00 $13500 $3450 $000 $000 $000 $000 $000 $4219773 Total Fees $42,197 73 Total Payments To Date $0 00 Balance Due $42,197 73 Inspectol FINAL Date PROVAL Clearance 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 feeb/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 bai 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 of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite F Plan Check # Permit # CB063431 Project Name 21 069 SF SELF STORAGE BLDG B-3 Address 2500 CAMPBELL PL R E rp EC JUL El -9 ( in of CAKNGIM Hvy"!V YE 2008 ID ! SE5VD I'MjtrMENT Lot Date 07/09/2008 Permit Type COMMIND Sub Type COMM 14 Contact Person MARK Sewer Dist CA Phone 6192474697 Water Dist CA Inspected By (2r^i(f5^ Af&t Inspected Bv Inspected Bv Comments Date QHO5> Inspected Date Inspected Date Inspected rAr/j;£> Approved Approved Approved Disapproved *L Disaooroved Disapproved City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite l=ire> Plan Check # Permit* Project Name Address Contact Person Sewer Dist Inspected ., Bv L Inspected Bv Inspected Bv Comments CB063431 21069 SF SELF STORAGE BLDG B-3 2500 CAMPBELL PL MARK Phone 6192474697 CA Water Dist CA f~1J Date / / / ^flf—-" Inspected ll°i\GO 1 1 f ' ' Date Inspected Date Inspected • • Date Permit Type Sub Type Lot 14 Approved r Approved Approved 07/09/2008 COMMIND COMM Disapproved Disapproved Disapproved City of Carlsbad Bldg Inspection Request For 07/24/2008 Permit* CB063431 Title 21069 SF SELF STORAGE Description BLDG B-3 Inspector Assignment PY Sub Type COMM 2500 CAMPBELL PL Lot 14 Type COMMIND Job Address Suite Location OWNER V P I BRESSI STORAGE L L C Owner V P I BRESSI STORAGE L L C Remarks A M PLEASE - FINAL B/3 Inspec Total Time Requested By MARK Entered By CHRISTINE CD Description 19 Final Structural Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act 07/09/2008 89 Final Combo NR 05/23/2008 18 Exterior Lath/Drywall AP 05/01/2008 18 Exterior Lath/Drywall PA 05/01/2008 84 Rough Combo PA 04/04/2008 66 Grout AP 03/31/2008 66 Grout AP 03/26/2008 14 Frame/Steel/Bolting/Welding PA 03/19/2008 66 Grout PA 03/14/2008 66 Grout PA 03/12/2008 66 Grout PA 03/11/2008 66 Grout PA 03/07/2008 66 Grout AP 03/05/2008 66 Grout PA 02/29/2008 66 Grout AP 02/19/2008 11 Ftg/Foundation/Piers AP 02/11/2008 66 Grout AP 02/07/2008 66 Grout PA 01/31/2008 11 Ftg/Foundation/Piers PA Insp Comments PY NEED ENGINEERING PD south side PY PY PY STAIRS AND ELEVATOR PY ELEVATOR & STAIR PY 2ND FLOOR DECK PY COLUMNS & WALL PD EAST WALL 2ND LIFT PY EAST WALL AND COLUMNS PY EAST WALL PARTIAL OK PY NORTH WALL COMPLETE PY STAIRWELL AND NORTH WALL @ EAST END PD 1ST LIFT NORTH MC SFG & STEEL @ LINE 32 37 39-40 & 41 42 RECEIVED COPY OF SOILS & SPECIAL INSP REPORTS PY 2ND LIFT @ SECTION #1 PY ELEVATOR 3RD LIFT WALL SECTION #1 1ST LIFT TP CLEAN MUD OFF REBAR NEED SPECIAL INSP / SOILS OK i nr^TWINING LABORAJORtES o r SOUTI i r. RN CALI TOR.V i A 3310 Airport'Waiy,' Long Beach"' CA~9"08d6 Ph 562 426 3355 Fax 562 426 6424 www twmmglabs com Compression Test On Concrete Customer QUALITY ASSURANCE INSPECTIONS 17942 SKY PARK CIRCLE SUITE J IRVINE CA 92614 Project ,QAI^BRESSI-RANC-H-SEFF-ST0RAG'E> LOT 14, SEC - PALOMAR AIRPORT ROAD & EL CAMINO REAL CARLSBAD, CA Print Date 05/16/2008 Lab Number 2-11-080097207 Project No 0705362 Permit No OSHPD DSA AP # Architect VALLI Engineer RASKIN Ghent's Customer DSA File # Contractor SAN DIEGO CONTRACTING Subcontractor CPE VERIALLIANCE PROPERTIES Sampled From -B.aii:DING:B..3:2ND-L"EVEL:DECK •^2 + 39 3 Specified Slump (in) 4 Air Content (%) Density (pcf) Ambient Temp (F) Concrete Temp (F) Test Date 4/3/2008 Specimen* 1-1 Gust Spec # 1 Age (Days) 7 oay Dims (in) 601X1200 Area (sq in) 28 37 LID or hp/tp 2 00 Total Load (Ibf) 99050 Comp Str (psi) 3492 Corr Factor 1 00 Corr Str (psi) 3490 Measured 5*T Date Cast 3/27/2008 Specimen By M KINGERY QAI Received On 3/28/2008 Delivered By WT TLSC MIX RS3 ORB31 Spec Str (Psi) 3000 @ 28 Days Spec Str (Psi) 0 @ 0 Days 4/24/2008 4/24/2008 2-2 2 28 Day 601X12 2837 200 128640 4535 1 00 4540 3-3 4-4 3 4 28 Day Hold 00 601X1200 2837 200 131890 4649 1 00 4650 Average 28 Day Strength 4595 Procedures ASTM C31 (Specimen Prep) ASTM C39 (Compressive Strength) ASTM C143 (Slump) Specimen Shape Cylinders Compliance Most Recent Test Results Comply Did Not Comply With Specified Strength QUALITY ASSURANCE INSPECTION Comments BENITO CABAN - FILE COPY Benito Caban Project Engineer Date All Reports Remain The Property Of TWINING LABORATORIES of SOUTHERN CALIFORNIA INC Authorization For The Publication Of Our Reports Conclusions Or Extracts From Or Regarding Them Is Reserved Pending Our Written Approval As A Mutual Protection To Clients The Public And Ourselves ^*™^?^J£!S!£3«S^i'Lff^?ftf2!a^ ™T..«ErT-™--1i~ TWINING LABORATORIES or SOUTH F.HN -/ 3310 Airport Way, Long Beach, CA 90806 Ph 562 426 3355 Fax 562 426 6424 www twininglabs com Compression Test On Grout Customer QUALITY ASSURANCE INSPECTIONS 17942 SKY PARK CIRCLE SUITE J IRVINE CA 92614 Project ~QAI^:BRESS|-RANCH_SELE:ST_ORAGE- LOT 14, SEC - PALOMAR AIRPORT ROAD & EL CAMINO REAL CARLSBAD, CA Architect VAILLI Engineer ROSKIN Client's Customer Print Date 05/01/2008 Lab Number 2-11-080091908 Project No 0705362 Permit No OSHPD DSA AP # DSAFile# Contractor SAN DIEGO CONTRACTING Subcontractor JB MASONRY Sampled From --1ST LIFT ABOVE SLAB ON GRADE 39 LINE AND Specified Slump (in) 8-10 Air Content (%) Density (pcf) Ambient Temp (F) Concrete Tern p (F) Test Date 3/10/2008 Specimens 1-1 Gust Spec # 1 Age (Days) 7 Day Dims (in) 315X324X594 Area(sq in) 1021 L/D or hp/tp 1 89 Total Load (Ibf) 32411 CompStr(psi) 3176 Corr Factor 1 00 CorrStr(psi) 3180 Measured 9 72 65 3/31/2008 2-2 2 28 Day 310X321X5 995 1 92 36208 3639 1 00 3640 Date Cast 3/3/2008 Specimen By M KINGERY QAI Received On 3/5/2008 Delivered By TLSC M|X 2000P3/8 SpecStr (Psi) 2000 @ 28 Days Spec Str (Psi) 0 @ 0 Days 3/31/2008 3-3 3 28 Day 95 316X321X597 1014 1 89 36494 3598 1 00 3600 Average 28 Day Strength 3620 Testing ASTM C1019 Specimen Shape Prisms Compliance Most Recent Test Results Comply O Did Not Comply With Specified Strength QUALITY ASSURANCE INSPECTION Comments BENITO CABAN - FILE COPY Benito Caban Project Engineer Date All Reports Remain The Property Of TWINING LABORATORIES of SOUTHERN CALIFORNIA INC Authorization For The Publication Of Our Reports Conclusions Or Extracts From Or Regarding Them Is Reserved Pending Our Written Approval As A Mutual Protection To Clients The Public And Ourselves TWINING LABORATORIES OF SOUTH tRN CALIFORNIA 3310 Airport Way, Long Beach, CA 90806 Ph 562 426 3355 Fax 562 426 6424 www twimnglabs com Compression Test On Masonry Customer QUALITY ASSURANCE INSPECTIONS 17942 SKY PARK CIRCLE SUITE J IRVINE, CA 92614 Project^QAI^BRESSIrRA'NCH-SELF^SfTORAGE TOT 14, SEC - PALOMAR AIRPORT ROAD & EL CAMINO REAL CARLSBAD, CA Architect VALLI Engineer ROSKIN Client's Customer Print Date 04/21/2008 Lab Number 1-11-080095140 Project No 0705362 Permit No OSHPD DSA AP # DSA File # Contractor SAN DIEGO CONTRACTING Subcontractor JB MASONRY Sampled From N/l Specified Measured Date Cast 3/20/2008 Specimen By M KINGERY QAI Slump (in) 8-10 90 Received On 4/8/2008 Delivered By TLSC Air Content (%) M)x 2000P38 Amb,eneSp P(F) Spec Str (Ps,, 2000 @ 28 Days Concrete Temp (F) Spec Str (Psi) 0 @ 0 Days Test Date Specimen # Cust Spec # Age (Days) Dims (in) Area (sq in) L/D or hp/tp Total Load (Ibf) Comp Str (psi) Corr Factor Corr Str (psi) 4/17/2008 1-1 1 28 Day 7 50X9 00X16 25 6750 217 229920 3406 1 01 3440 4/17/2008 2-2 2 28 Day 750X900X1625 6750 217 227550 3371 1 01 3410 Average 4/17/2008 3-3 3 28 Day 750X900X1625 6750 217 230520 3415 1 01 3450 28 Day Strength 3433 Testing ASTM C1314 Specimen Shape Prisms Compliance Most Recent Test Results 0 Comply Did Not Comply With Specified Strength QUALITY ASSURANCE INSPECTION Comments BENITOCABAN FILE COPY MAY 0 6 2008 Ed Che Civil Engineer Date All Reports Remain The Property Of TWINING LABORATORIES of SOUTHERN CALIFORNIA INC Authonzdtion For The Publication Of Our Reports Conclusions Or Extracts From Or Regarding Them Is Reserved Pending Our Written Approval As A Mutual Protection To Clients The Public And Ourselves FINAL REPORT OF INSPECTION AND TESTING City of Carlsbad Department of Building and Safety 1200 Carlsbad Village Dnve Carlsbad, CA 92008 August 11, 2008 Project No 070536 Permit Nos Bldg 1 CB063426/ Bldg 2 CB063430K , Bldg A CB063266 jL* J3 Project •, Bressj Ranch Self Storage '25WCampbell Place" Carlsbad, California This letter may be considered the final report and is to affirm the material testing and inspections by registered special inspectors, through Quality Assurance Inspections, Inc, on the Reinforcing Steel Inspect placing at job, inspection of epoxy rebar dowels, Structural Steel Inspection of welds - field, inspection of bolting - field, Brick and Block Inspection of placing, test masonry prisms, Concrete Inspect placing, field sampling, compression tests, pick-up samples at job, Masonry Grout Inspect placing, field sampling, compression tests, pick-up samples at job, Mortar Inspect placing, field sampling, compression tests, pick-up samples at job, Non-Shrmk Grout Inspect placing, field sampling, compression tests, pick-up samples at job, Other Tests and Inspections Inspection of anchor bolt installation, Laboratory testing performed by Twining Laboratories of Southern California To the best of our knowledge, the work items noted above are in compliance with approved plans, revisions, specifications, and all applicable codes Submitted Unas Vitkus R C E 63163 Civil Engineer Distribution (1) (1) (D (1) (D (D Inc VPI Bressi Storage, LLC Carlsbad Self Storage Investors, LLC San Diego Contracting, Inc Raskin Engmeenng, Inc Valli Architectural Group 17942 Sky Park Circle, Suite J, Irvine, CA 92614 Phone (949) 553-0370 Fax (949) 553-0371 0<-~3^3I 17942 Sky Park Circle Ste J Irvine California 92614 Phone (949) 553-0370 Fax (949) 553-0371 www qannc com INSPECTION REPORT INSPECTORCODE K\ JOB NUMBER DATE W NAME ., . O SvlV BUILDING / OSHPD PERMIT # / DSA APP#DSA FILE* GENERAL RACTOR RISDICTION ARCHI ENetMEERtC SUBCONTRACTOR (idhy) REQUIREMENTS Limit of one job number one permit number per sheet Identify all work by type and SPECIFIC location Non compliant work must be specifically identified Communication (RFI Sketch etc ) voiding previous non-compliant items must be listed record conversations and communications with project designers, building and permit granting authority officials HOURS REGULAR f^iv <m\ 15X *&*>rw TMEXtf 2X k- 2?r l\rs TIME IN TIME OUT MEAL PERIOD | Mileage [ | Expenses [^Reinforcement. Q Fireproofmg | Concrete Placement. I Quality Control j Masonry. Administration. . | | Prestress Post Ten. .PI Other Batch Plant. DESCRIPTION OF WORK INSPECTED MIX USED DESIGN SLUMP ADMIXTURE DESIGN PSI CUBIC YARDS SPECIMENS Certification of Compliance I declare under penalty of perjury that all of the above statements are true and that of my own personal knowledge the work during the period covered by tl>«. report has been performed and installed in compliance with the ( (a.rkViiOol approved plans specifications (approving authority e g DSA OSHPD City o! LA etc ) and all applicable codes except as noted below Exoeption(s) noted in report Yes (Initial at Yes / No as applicable) |~~[ Additional Page (Page #) CM. No Inspector's Name Inspector's Signature Inspector's ID / Lie # All inspections based on minimum of 4 hours and over 4 hours 8 hours minimum In addition any inspection extending past noon will be cin 8 hour minimum If inspector is called to a project and no work is performed a 2 hour minimum charge will be applied Approved/Authorized by Submitted by Quality Assurance Inspections 17942 Sky Park Circle Ste J Irvine California 92614 Phone (949)553-0370 Fax (949)553-0371 www qaunc com INSPECTION REPORT INSPECTORCODE JOB NUMBER DATE W V K Si BUILDING / OSHPD PERMIT # / DSA APPS DSA FILE* GENERAL COIKBACTORIfKBA U* (IMlV JURISDICTION 3"ARCHITECT SUBCONTRACTOR (IMny) REQUIREMENTS Limit of one job number one permit number per sheet Identify all work by type and SPECIFIC location Non compliant work must be specifically identified Communication (RFI Sketch, etc ) voiding previous non compliant items must be listed record conversations and communications with project designers, building and permit granting authority officials HOURS REGULAR Q 1 5X 2X TIME IN /voo TIME OUT ^.<3o MEAL PERIOD 3 Mileage ^ | | Expenses | Reinforcement | \ Concrete Placement j | Masonry j [ Prestress Post Ten | | Batch Plant. | Fireproofmg | | Quality Control [""] Administration [~| Other DESCRIPTION OF WORK INSPECTED \J^Uvt/ CllVA VwiUi-»c %3 /3S £>*i.C oit_- &\c/S+*.\r I A^itJliol pl*C- f>pl~ tr^M^. ^ Ui uJ F / "N t<v r Sk -5 tVcl J L^K A£0<L ^Wr',JC GH° C £ Do^r/ f* >a7 r r\ ' / C i f•\ (4? 0 s / o^st.^*^ p I 'bc<.rt'i.<o 4- oV ri\o VftfciOt i ^1 /^ /^ ^ j ^> t i t . •*? C/ i -^ O <"J 1*^, • 4 OL ^.C^TN^ e\ o v-^J *-^ v^ | / ^^ \, ^^- 4* t j o ^"o «^ 7 ' / * ^ ^. &l£ 1 dilC^ v^*i t>*U> ^oleorJ &f c^\J-U C &' j M r io^rOiJc I ^:l( eKuX <^Ws 7oc*K..J J<«^arrao J * ^f^i*-/ M g CoO »TVt\J «u{ ^ MIX USED DESIGN SLUMP Certification of Comphanc I declare under penalty of perjury that all of the abov and that of my own personal knowledge the work dur by ttus report has been performed and Installed in (. a/U V>»ac| appro\ (approving authority e g DSA O and all applicable codes ex Exception(s) noted in report (Initial at Yes / No as applicable) Inspector's Name Inspector's Signature Inspector's ID / Lie # ADMIXTURE e e statements are true ng the period covered compliance with the /ed plans specifications SHPD City ol LA etc) sept as noted below Yes No V^O^ /vr'fc. &KXV i A^^ i/ksv lj •>^ V* DESIGN PSI CUBIC YARDS SPECIMENS [ | Additional Page (Paae #) CM All inspections based on minimum of 4 hours and over 4 hours 8 hours minimum In addition any inspection extending past noon will be an 8 hour minimum It inspector is called to a project and no work is performed a 2 hour minimum charge will be applied Approved/ Authorized by (Project Superintendent) Submitted by Quality Assurance Inspections 17942 Sky Park Circle Ste J Irvine California 92614 Phone (949) 553-0370 Fax (949) 553-0371 www qannc com INSPECTION REPORT INSPECTOR CODE JOB NUMBER DATE Ty w JQ&MAME ("-*••). \uaofc>>BUILDING / OSHPD PERMIT #/ DSA APP# f DSA FILE* ADDRESS QCbO *7 1rl /~k / 1 I LuM-l&bac/ GENERAL CONIBACTOR ARCHIT ECT EIJI6WEER Ka&fcvJ SUBCONTRACTOR (If Arly REQUIREMENTS Limit of one job number one permit number per sheet Identify all work by type and SPECIFIC location Non compliant work must be specifically identified Communication (RFI, Sketch, etc ) voiding previous non compliant items must be listed record conversations and communications with project designers, building and permit granting authority officials HOURS REGULAR 1 5X 2X TIME IN / /ia o r TIME OUT /•SO />«*-\ MEAL PERIOD I Mileage *-/ o I I Expenses. [y|. Reinforcement. | | Fireproofmg . [""] Concrete Placement | | Masonry | | Prestress Post Ten_ . Q Quality Control |"~] Administration | | Other Batch Plant. DESCRIPTION OF WORK INSPECTED ' 3^ toffte" 3*7 MIX USED DESIGN SLUMP ADMIXTURE DESIGN PSI CUBIC YARDS SPECIMENS Certification of Compliance I declare under penalty of perjury that all of the above statements are true and that of my own personal knowledge the work during the period covered by thjs report has been performed and installed in compliance with the C^Af \&fa (ft-<Ji approved plans specifications (approving authority e g DSA OSHPD City of LA etc) and all applicable codes except as noted below Exception(s) noted in report Yes (Initial at Yes / No as applicable) Inspector's Name Inspector's Signature. Inspector's ID / Lie # | | Additional Page (Page #) CM. No ^X All inspections based on minimum of 4 hours and over 4 hours 8 hours minimum In addition any inspection extending past noon will be an 8 hour minimum If inspector is called to a project and no work is performed a 2 hour minimum charge will be applied Approved/Authorized by _ Submitted by. (Project Superintendent) Quality Assurance Inspections SUBMIT TO QAS Geotechnical and Environmental Science Consultants San Diego Irvine Ontario Los Angeles Oakland Las Vegas Phoenix www nmyoandmoore com FOUNDATION EXCAVATION OBSERVATION MEMORANDUM Project No Project Name "Dp Address CJbbCr Cst \S\Q6l Plan File No Permit/Appl No Other Reference SUBJECT Foundation Excavation Observation For , x, (structure) The undersigned has observed the footing excavations listed below for the subject structure(s) The materials exposed in /-• ,- / S. W-, 5«- -i> \the bottom of the footing excavations were comprised of Co'^pcc^--') ki' .y./'^ .ym^ff-a-agi s,., \ (ci<-.t^ S^.JA; that probed firm, and appeared generally consistent with the conditions anticipated in the project geotechnical report prepared by . o+ a *> T'^jf dated D*.c 2.2* riook> Based on our observations,t-_ g-' ft measurements and review of the approved project documents, we noted that the footing excavations generally conform to the depths and widths indicated on the project foundation plans dated i & / o U op^?. ^/ip/vi , and prepared by vcv U. ft rc.U fe.£.-K. » ) <^ r ut/ p Accordingly, it is our opinion that the footing excavations observed are suitable for support of foundations designed in accordance with the recommendations of the project geotechnical report The following footings excavations were observed X to-re/"- of fr.-O f,-&\es or fo*jt >~*\,ot*s ^aj'h>J<=.A "TDr I,*)*- BZ >»> r< , •. Recommendations Prior to placement of steel reinforcement and concrete, the footings should be cleaned of loose soils, standing water or debris Soil exposed in the footings should be maintained m a moist condition by light sprinkling as ap- propriate We understand that inspection of reinforcing steel and cleanliness of foundation excavations will be performed by the Building Agency's inspector prior to placement of concrete In the event the footing excavations are disturbed by construction activities, rainfall, or other environmental conditions, our office should be notified and the footing excava- tions should be re-evaluated The following footings were checked and found to need further work to conform to the Project Plans BY For Nmyo & Moore Foundttion Exovuion Observation Memo v2 21 doc White Copy - Project File, Yellow Copy Client Pink Copy - Field File Geotechnical and Environmental Science Consultants San Diego Irvine • Ontario • Los Angeles Oakland • Las Vegas Phoenix www ninyoandmoore com FOUNDATION EXCAVATION OBSERVATION MEMORANDUM Date ProjectNo Project Name Address Plan File No Perrmt/Appl No Other Reference SUBJECT Foundation Excavation Observation For (structure) The undersigned has observed the footing excavations listed below for the subject structure(s) The materials exposed in the bottom of the footing excavations were comprised of Ce,n OAC T* o Ft n. that probed firm, and appeared generally consistent with the conditions anticipated in the project geotechmcal report prepared by » rc-5 dated JZ/TZ/?^*; Based on our observations, measurements and review of the approved project documents, we noted that the footing excavations generally conform to the depths and widths indicated on the project foundation plans dated v />lf /'2^7 , and prepared by /g/^sfc//^ CF/vA/A/c^/g/ A/^ Accordingly, it is our opinion that the footing excavations observed are suitable for support of foundations designed in accordance with the recommendations of the project geotechmcal report. The following footings excavations were observed 71="2S 32 '<* ^. r Recommendations: Pnor to placement of steel reinforcement and concrete, the footings should be cleaned of loose soils, standing water or debns Soil exposed in the footings should be maintained in a moist condition by light sprinkling as ap- propriate We understand that inspection of reinforcing steel and cleanliness of foundation excavations will be performed by the Building Agency's inspector prior to placement of concrete In the event the footing excavations are disturbed by construction activities, rainfall, or other environmental conditions, our office should be notified and the footing excava- tions should be re-evaluated Lac,^t' A^^T^J>A<~ *>H&ttt.t) fff .gfA'ot cv? //g/g/g r* Q P £vuc a F TP . . The following footings were checked and found to need further work to conform to the Project Plans BY For Ninyo & Moore Foundation Excavation Obwrvatioo Memo v2 21 doc White Copy - Project File, Yellow Copy Client, Pink Copy - Field File Geotechnical and Environmental Science Consultants San Diego Irvine Ontario Los Angeles Oakland Las Vegas Phoenix www ninyoandmoore com Plan File No Permit/Appl No C tf O(> 3 V3 / SUBJECT Foundation Excavation Observation For f?< FOUNDATION EXCAVATION OBSERVATION MEMORANDUM Date I// jAwag Project No /£>£ / 2 y^ / Project Name . , / _ - Address , Z^^r^' C^t^if&ft-L ri^di:: CA/l t.'5i}t*t?j d/* Other Reference js i 0 ///<•> ^3 (structure) The undersigned has observed the footing excavations list the bottom of the footing excavations were comprised that probed firm, and appeared generally consistent with the c measurements and review of the approved project document depths and widths indicated on the project foundation 1? A 5 fc. / // t?A/£f i */ (c (:K. M£) observed are suitable for support of foundations designed m report The following footings excavations were observed /?// I <: Z?/A/(/-i ft^Z /--/«?«?/H fif/>ttoj( • i^A-'Tf: F*i l~~ T l/v t^ EW y^ A H O V<? . / "Sc. L- A ~r &D r~c. 3 S B f *T iwz *& jJ (~t ft- i f) L. f +*f L~ 7 *~f A-^O 3o ed below for the subject structure(s) The matenals exposed in of <!"« t*p A c rev) Ft *- <~ onditions anticipated in the project geotechnical report prepared by dated ' 2 /^ 1 / 2ss- £ Based on our observations, ts, we noted that the footing excavations generally conform to the plans dated ^ / 1 1> 1 ? w? , and prepared by Accordingly, it is our opinion that the footing excavations accordance with the recommendations of the project geotechnical *r/^ AL,^,£ Appeov Ai*T*--tw (-.WL^e iufc-^r ^»-r 0^$ *~v -rH e*€-f=°*.< ^^,' Recommendations. Prior to placement of steel reinforcen standing water or debns Soil exposed in the footings shoi propnate We understand that inspection of reinforcing ste by the Building Agency's inspector pnor to placement of construction activities, rainfall, or other environmental co lent and concrete, the footings should be cleaned of loose soils, ild be maintained in a moist condition by light sprinkling as ap- :el and cleanliness of foundation excavations will be performed concrete In the event the footing excavations are disturbed by ndltions. our office shoujd he.nqtified and the footing pxcava- tions should be re-evaluated. Lot^i- M*+ T >s ,j. > /i ^ a u/s D L &/? / ^ AHZ s t=*^ t- c j /* •?/•*<? A«. &-r'-*s<.j (z? jf £ /Q i, /•) 7'//>yv *5 5 A^'<'-> C/ t_ /2 $ C"~" f£ €~ fi''ft &(' £? iJ ^ti.^ re 7/yt- *<A<&itt=A,r <^/^ Ct*'f/ft n-r The following footings were checked and found to need further work to conform to the Project Plans BY 72-K-i. ~--&2— \ /^Cc 7<i5r^y For Nmyo & Moore Foundation Exovation OtnervMion Memo v2.21 doc White Copy - Project File, Yellow Copy - Client, Pink Copy - Field File Geotechnical and Environmental Science Consultants San Diego Irvine Ontario Los Angeles Oakland Las Vegas Phoenix www nmyoandmoore com Plan File No /•— - Permit/ Appl No r ,£ r f~Z~> /-/_ FOUNDATION EXCAVATION OBSERVATION MEMORANDUM Date .„_ ___ ^ Pro|ect No /,,* f \~) li s\s\ 1 Project Name „ _ / /jfceS^I fa,<.^(_U % p !-f ^\ V } C t ^> 1 -^1-^,0 \ i vj i / ^S /Ci~<x< -f Address ^ i C^-iPrv. ' o j&ff £ r y Other Reference SUBJECT Foundation Excavation Observation For P)LA\v 0 l H V. /J"""^5 C. Z. C. 6^ iX /<3 <>• "% * (structure) The undersigned has observed the footing excavations list the bottom of the footing excavations were comprised that probed firm, and appeared generally consistent with the c l^e. \C/|V\ \OVsi £\AI<A ^C,S r ' C. l rYi -p> S> i'V C measurements and review ofjhe approved project document depths and widths indicated on the project foundation observed are suitable for support of foundations designed in report The following footings excavations were observed ed below for the subject structure(s) The materials exposed in of (L/S (AA.^'C'vf ie/J -T~~l 1— .1 onditions anticipated in the project geotechmcal report prepared by dated )^— "££.- coo ^ Based on our observations. s, we noted that the footing excavations generally conform to the plans dated H ~ f£? """ ^,^C>"7' > , and prepared by Accordingly, it is our opinion that the footing excavations accordance with the recommendations ofthe project geotc'chmcal t t~ / ti LA*- M v C A,pai/-oY_»VA-/s-A )-G>~> / Pe>o \ i-ik LwO <• f^.7V < i^j 5 / C /'' — !}£> p'M^/i -^ 9o'/' <^<>r <^1 -?g' A>u.vJ rts*7/MN UrvTvojAA^ M^^ v<>J?L -q^o'^^r;i \ ' is t A-AA M LAAH V i •?///* ^ • i i - L ; "> Recommendations Pnor to placement of steel reinforcement and concrete, the footings should be cleaned of loose soils, standing water or debris Soil exposed in the footings should be maintained in a moist condition by light sprinkling as ap- propriate We understand that inspection of reinforcing steel and cleanliness of foundation excavations will be performed by the Building Agency's inspector prior to placement of concrete in the event the footing excavations are disturbed by construction activities, rainfall, or other environmental conditions. our.office should be notified and the footing excava- A '-v. 4 ' l!V tions should be re-evaluated * • X. > ^ "1. " N y"" ••: "\ \; - The following footings were checked and found to need further work to conform to the Project Plans , X\ - - W i (/,, r , BY / ry/r"* n V / / / s*\s}\ i^^k / <^/ \s v/\y •> // ^ " f V For Nmya& IVloore^/ "•-- C 1 Fnundaiioii F.xciualion Observation Memo v2 21 doc '"'White Copy Project File Yellow Copy Client Pink Copy Field File*- V / V 0(0 DAILY REPORT OF FIELD OBSERVATIONS DATE NAME AUTHOR PROJ NO CLIENT ^Cotxv. H/NX f NO EQUIPMENT \CONTRACTOR FOREMAN WEATHER PERMIT NO CODE DESCRIPTION OF WORK PERFORMED AC f x .» C / 6 < /r~e HOURS OT VISITORS CLIENT REP White File Copy Yellow Client Copy Pink Field Copy Page .. of i .