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Home My WebLink About2629 GATEWAY RD; ; CB072907; Permit10-24-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB072907 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2629 GATEWAY RD CBAD COMMIND Sub Type COMM 2131910800 Lot# 0 $661,59100 Construction Type VN Reference # CT060024 BRESSI VILL BLDG C (MAJOR) 12,950 SF SHELL Status Applied Applicant MIKE MERRILL 1717KETTNERBLVD STE 100 - SAN DIEGO 92101 619-814-0080 Plan Approved Issued Inspect Area Plan Check* Owner LNR BRESSI COMMERCIAL INC C/O LENNAR PARTNERS 4350 VON KARMAN AVE #200 NEWPORT BEACH CA 92660 ISSUED 11/19/2007 Entered By 04/11/2008 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 $2,401 95 Meter Size $0 00 Add'l Reel Water Con Fee $1,56127 Meter Fee ($433 00) SDCWA Fee $0 00 CFD Payoff Fee $13893 PFF (3105540) $5,18000 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $14,54700 Master Drainage Fee D1 5 Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $365 00 $13,47600 $34,335 63 $12,04096 $000 $000 $000 $27,21000 $000 $6300 $41000 $6000 $000 $14,23620 $000 $804 00 $000 $126,39694 Total Fees $126,39694 Total Payments To Date $126,39694 Balance Due $000 Inspector > FINAL APPROVAL Date _J Clearance NOTICE Please take NOTICE tha/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 fee=/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 'nformation 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 of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously o'herwise expired Page 1 of 1 Janean Hawney - Bressi Ranch Village Center From: To: Date: Subject: Attachments: "Michael Elliott" <mikeelliott2@cox net> "Chnster Westman" <cwest@ci carlsbad ca us>, "Pete Dreibelbis" <pdrei@ci carlsbad ca us>, "Michele Masterson" <mmast@ci.carlsbad ca us>, "Meghan Jacobson" <mjaco@ci carlsbad caus>, "Christine Wauschek" <cwaus@ci carlsbad ca us>, "Janean Hawney" <Jhawn@ci carlsbad.ca.us>, <dplasch@grantgc.com>, <jjustus@schmidtdesign com> 02/12/2009 6 25PM Bressi Ranch Village Center 182 - Bressi Ranch Village Center - Insp2 doc Bressi Ranch Village Center Project Number CT 06-24 Drawing Number 452-9L Stater Bros (Major A) - 2687 Gateway Road - CB073150 Building F - 2675 Gateway Road - CB072913 Building G - 2681 Gateway Road - CB072914 Trader Joe's (Major C) - 2629 Gateway Road - CB072907 Landscape inspection comments are attached Approved - Permit cards were signed on February 11, 2009 file IIC \Documents and Settmgs\jhawn\Local Settmgs\Temp\XPgrpwise\4994698FGW- 02/13/2009 City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite Fire Plan Check # PC 07-64 Date 02/11/2009 Permit* CB072907 Permit Type COMMIND Project Name BRESSIVILL BLDG C (MAJOR) Sub Type COMM 12,950 SF SHELL Address 2629 GATEWAY RD Lot 0 Contact Person DAVID OBRIEN Phone 7604451279 Sewer Oist CA Water Dist CA Inspected . . By <~A?"7 Jo/"c Inspected Bv Inspected Bv Comments j Date *-~- Inspected ~2 f Date Inspected Date Inspected .> fl"| Approved Approved Approved xx Disapproved Disapproved Disapproved City of Carlsbad final Building Inspection Dept Building Engineering Planning CMWD St Lite Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected . By (• Inspected By Inspected By Comments PC 07-64 CB072907 BRESSIVILL BLDG 12,950 SF SHELL 2629 GATEWAY RD DAVID OBRIEN CA 7</7 7^7—i C (MAJOR) Phone 7604451279 Water Dist CA Date / J Inspected^^/0? Date Inspected Date Inspected Date Permit Type Sub Type Lot 0 Approved L^ Approved Approved 02/11/2009 COMMIND COMM Disapproved Disapproved Disapproved Inspection List Permit* CB072907 Type COMMIND COMM Date Inspection Item 02/11/200989 02/11/200989 02/03/2009 89 01/27/2009 92 10/21/2008 19 10/20/2008 19 10/20/2008 39 10/15/200823 10/08/200866 10/03/2008 18 10/02/200866 10/01/2008 18 09/11/2008 14 09/11/2008 17 09/08/2008 1 1 09/08/2008 63 08/29/2008 63 08/20/2008 14 08/14/2008 11 08/12/2008 11 08/07/2008 1 1 08/06/2008 17 08/06/2008 18 08/04/2008 1 1 08/04/2008 18 07/24/2008 1 1 07/23/2008 1 1 07/22/2008 1 1 07/16/2008 66 07/14/2008 11 07/14/2008 15 07/14/2008 24 07/08/2008 1 5 07/02/2008 66 06/26/2008 13 06/06/2008 1 1 05/21/2008 11 05/20/2008 1 1 05/19/200866 05/14/2008 11 05/14/2008 21 05/14/2008 24 05/02/2008 63 Final Combo Final Combo Final Combo Compliance Investigation Final Structural Final Structural Final Electrical Gas/Test/Repairs Grout Exterior Lath/Drywall Grout Exterior Lath/Drywall Frame/Steel/Bolting/Weldm Interior Lath/Drywall Ftg/Foundation/Piers Walls Walls Frame/Steel/Bolting/Weldm Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Interior Lath/Drywall Exterior Lath/Drywall Ftg/Foundation/Piers Exterior Lath/Drywall Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Grout Ftg/Foundation/Piers Roof/Reroof Rough/Topout Roof/Reroof Grout Shear Panels/HD's Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Grout Ftg/Foundation/Piers Underground/Under Floor Rough/Topout Walls Inspector Act PY - PY PY PY PY PY PY TP PY PY PY PY PY PY PY PD PY PY PY PY PY PY PY PY JM JM JM PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY AP Rl PA PI PA NR PA AP AP AP AP NR AP AP AP we PA AP PA NR PA we AP AP PA AP AP CO AP AP AP AP AP PA AP PA PA PA AP PA AP we we BRESSIVILL BLDG C (MAJOR) 12,950 SF SHELL Comments PAINT STEP TREADS RED RAMP EMR emu wall @ cart corral PERGOLA PERGOLA PERGOLA FTG @ WALL LIGHT POLE FTG LIGHT POLES ENTRY TRELLIS AND PERGOLA OK TO POUR OK EXCEPT @ ENTRY 1ST POUR TRELLIS FTGS 1STPOUR(4)FTGS SET CAGES RET WALL @ LOADING DOCK DRY PACK @ COLUMNS FTG FOR CART CORRAL SLAB ON GRADE FTG@BATHRM AREA NEED PLANS REVISED FOR CHANGES POUR @ OWN RISK TRASH ENCLOSURE Tuesday, February 17 2009 Page 1 of 2 05/02/2008 66 Grout PY AP 2ND LIFT 05/01/200866 Grout PY AP 04/29/2008 66 Grout RB PA on top lift,see job plans 04/28/200866 Grout RB PA 1ST LIFT - SEE PLANS 04/22/200811 Ftg/Foundation/Piers RB PA SEE JOB PLANS - CAM BACK TWICE 04/22/2008 31 Underground/Conduit-Wmn RB WC 04/17/200822 Sewer/Water Service PY AP Tuesday, February 17, 2009 Page 2 of 2 City of Carlsbad Bldg Inspection Request For 02/11/2009 Permit* CB072907 Title BRESSIVILL BLDG C (MAJOR) Description 12,950 SF SHELL Inspector Assignment PY 2629 GATEWAY RD Lot Type COMMIND Sub Type COMM Job Address Suite Location OWNER LNR BRESSI COMMERCIAL INC Owner Remarks Phone 7604451279 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By DAVID OBRIEN Entered By CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 07-64 PCR08043 ISSUED BRESSI RANCH VILLAGE CENTER. DEFFERED TRUSS SUBMITTAL ALL BUILDINGS PCR08044 ISSUED BRESSI RANCH VILLAGE CENTER, REV TO 13 PAGESl.DELTA 4) - PLUMBING/ELEC PCR08089 ISSUED BRESSI RANCH V1LL CEN BLDG E DELETE PARAPET ADD MANSARD ROOF PCR08095 ISSUED BRESSI RANCH VILLAGE CENTER. ADD DRAIN LINES FOR FIRE SPRINKLER RISER Inspection History Comments PAINT STEP TREADS RED RAMP EMR emu wall @ cart corral PERGOLA PERGOLA Date 02/03/2009 01/27/2009 10/21/2008 10/20/2008 10/20/2008 10/15/2008 10/08/2008 10/03/2008 10/02/2008 10/01/2008 Description 89 Final Combo 92 Compliance Investigation 19 Final Structural 19 Final Structural 39 Final Electrical 23 Gas/Test/Repairs 66 Grout 18 Exterior Lath/Drywall 66 Grout 18 Exterior Lath/Drywall Act PA PI PA NR PA AP AP AP AP NR Insp PY PY PY PY PY PY TP PY PY PY City of Carlsbad Bldg Inspection Request For 10/20/2008 Permit* CB072907 Title BRESSIVILL BLDG C (MAJOR) Description 12,950 SF SHELL Inspector Assignment PY Sub Type COMM 2629 GATEWAY RD Lot Type COMMIND Job Address Suite Location OWNER LNR BRESSI COMMERCIAL INC Owner Remarks Phone 7604451279 Inspector Total Time CD Description 19 Final Structural 39 Final Electrical Requested By DAVID OBRIAN Entered By CHRISTINE Act Comments MP- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 07-64 PCR08043 ISSUED BRESSI RANCH VILLAGE CENTER DIFFERED TRUSS SUBMI'I TAL ALL BUILDINGS PCR08044 ISSUED BRESSI RANCH VILLAGE CENTER, REV TO I3 PAGES(,DELTA 4) - PLUMBING/El.EC PCR08089 ISSUED BRESSI RANCH VILL CEN BLDG E, DELETE PARAPET, ADD MANSARD ROOF PCR08095 ISSUED BRESSI RANCH VILLAGE CENTER, ADD DRAIN LINES FOR FIRE SPRINKLER RISER Inspection History Comments emu wall @ cart corral PERGOLA PERGOLA Date 10/15/2008 10/08/2008 10/03/2008 10/02/2008 10/01/2008 09/11/2008 09/11/2008 09/08/2008 09/08/2008 08/29/2008 08/20/2008 08/14/2008 08/12/2008 08/07/2008 Description 23 Gas/Test/Repairs 66 Grout 18 Exterior Lath/Drywall 66 Grout 18 Exterior Lath/Drywall 14 Frame/Steel/Bolting/Weldmg 17 Interior Lath/Drywall 1 1 Ftg/Foundation/Piers 63 Walls 63 Walls 14 Frame/Steel/Bolting/Welding 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers Act AP AP AP AP NR AP AP AP we PA AP PA NR PA Insp PY TP PY PY PY PY PY PY PY PD PY PY PY PY FTG @ WALL LIGHT POLE FTG LIGHT POLES City of Carlsbad Bldg Inspection Request 04/29/2008 opr:-.i;,V CB072907 Title BLDG C (MAJOR) 12,950SF SHELL Descr ptior, Inspector Assignment PY Type COMMIND Sub Type COMM Job Address 2629 GATEWAY RD Suite Lot 0 APPLICANT MIKE MER Phone 7604451279 Inspector Remarks AFTER 12 NOON -2ND LIFT GROUT Requested By DAVID Entered By CHRISTINE CD Description 66 Grout Act Comments Co^.ments/Notices/Holds Associated PCRs/CVs Original PC# PC 07-64 Inspection His'.ory Daio Description Aci Insp Comments :X/?:-'-?COS 11 r:q/-TcjPda!ion'P'0's PA R3 SEE JOB PLANS - CAM RACK TWICE :X./?.'-:/:•:003 31 Undergrou.-ia'/Concui! Wiring WC, ,r^3 J1/1//2008 22 Scvvcr/W<j;or Service AP PY PROJECT DESIGN CONSULTANTS /(>•! 15 STKKET SUITE 800 S,\\' DILCO, CA y;ioi 619 2-)5 6471 TIM 619 234 0349 IAX WWW I'KOIECTDESK'N COM File 321905 May 20, 2008 CITY OF CARLSBAD Building Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 SUBJECT Bressi Ranch Village Center - Form Certification for Building Shop Major C To Whom It May Concern Project Design Consultants has field verified the form positions for Building Shop Major C as shown on Sheet 5 of the Grading and Erosion Control Plans of the above-referenced project Upon our review of the survey data collected on May 20, 2008, the building footprint conforms horizontally and vertically within ±0 1-feet to the approved design Lawrence D Naiman, LS Associate LS5163, Exp 6/30/09 R \WP\LETTER\3200\321905_Formcert_Shop MajorC PA15 doc SA.M DIFCO I'HOEMX TEMECULA BAKERS!'! El D Corporate 2992 E La Palma Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/lmpenal County 7313 Carroll Rd, Ste G San Oiego, CA 92121 Tel 8585373999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkwy , Bldg 2A Riverside, CA 92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 DAILY INSPECTION REPORT DSA/CITY Fife #MTGL PROJECT* 1424A20 Permit # CB072907 Report # Page 1 of 1 Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediatelySeparate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection DSA/OSHPD Appl #. DSA/LEA# PROJECT NAME Bressi Ranch Village Center / Building Major C Date 2-23-08 ARCHITECT TIME ARRIVED 7 00 TIME DEPARTED ENGINEER TRAVEL TIME 5 LUNCH TIME CONTRACTOR Grant construction SUB CONTRACTOR PBC INSPECTION ADDRESS same ADDRESS OF PROJECT 2629 Gateway Rd Carlsbad TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE El Reinforcing Steel D D DSA/OSHPD PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y D N B SOIL REPORT Y H N SPECS Y H N D APPROVED SHOP DRAWING Y N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) A615 A706 Grade 60 rebar CONTRACTORS EQUIPMENT/MANPOWER USED AREA, GRID LINES, PIECES INSPECTED Building Major C site wall footing at lines D 25/3-4 STRUCTURAL NOTES, DETAIL OR RFIS USED REMARKS, INCLUDING MEETINGS Onsrte tomspect the reinforcing steel at the above location per the approved plans and details Checked bar size placement lap cover and clearance All loose debns and fill dirt was removed prior to concrete placement Todays concrete pour was canceled and rescheduled for Tue 9-2-08 REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS E3 WAS NOT Q Inspected in accordance with the requirements of the DSA/OSPHD Project approved documents MATERIAL SAMPLING WAS D WAS NOT D N/A S Performed in accordance with DSA/OSPHD Project approved documents THE WORK INSPECTED MET & DID NOT MEET Q The requirements of the DSA/OSPHD Project approved documents Samples taken Weather Temp cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signature of Special Inspector Josh Cooper Krint Name CertificatiOfr^52de064-49/_ Venfied by Corporate 2992 E La Palma Avenue, Suite A Anaheim. CA 92806 Tel (714)632-2999 Fax (714)632-2974 Branch 7313 Carroll Road, Suite G, San Diego, CA 92121 Tel (858)537-3999 Fax (858)537-3990 Branch 14467 Meridian Parkway Bldg 2A Riverside CA92518 Tel (951)653-4999 Fax (951)653-4666 Report of COMPRESSIVE STRENGTH-GROUT ASTM C1019 CITY OF CARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client LNR PROPERTY CORPORATION Set No 8-03018 File No N/A Permit No N/A Project No 1424A20 Project Name^'BRESSI RANCH VILLAGE CENTER CARLSBAD.. GATEWAY ROAD CARLSBAD, CA * Age (Days) 7 28 28 28 H Date Tested 10/16/2008 1 1/6/2008 1 1/6/2008 1 1/6/2008 Nominal Size 3X3X6 3X3X6 3X3X6 3X3X6 Actual Area (Sq Inch) 967 961 964 900 Load dbs) 14320 27.310 26.490 Strength (psi) 1 ,480 2,840 2.750 Type of Fracture N/A N/A N/A Specified Strength 2,000 PSI Sampled By SCOTT VAWSER ASTM C172 Date Sampled 10/9/2008 Date Received 10/10/2008 Location -MAJOR C - NORTH EAST CORNER. 3 PILASTERS & WALL AT FREIGHT ENTRANCE Concrete Supplier ROBERTSON'S READY MIX Mix No RS200G42 Ticket No 615442 Water added at Site gal By Cement Type Mix Time 60 mm Concrete Temp 73 Ambient Temp °F ASTM C1064 °F ASTM C1064 Slump 1000 in ASTM C143 Tested at San Diego Remarks Distribution LNR PROPERTY CORPORATION CITY OF CARLSBAD-BLDG INSPECTION DEPT GRANT GENERAL CONTRACTORS CHILDS, MASCARI AND WARNER ARCHITECTS GSSI **LAB COPY** Respectfully Submitted, MTGL, Inc vl—W-^ Eduardo Dizon, R C E 2800 PSI 28-day compression test complies with the specified strength Corporate 2992 E La Palma Avenue, Suite A Anaheim. CA 92806 Tel (714)632-2999 Fax (714)632-2974 Branch 7313 Carroll Road, Suite G San Diego, CA 92121 Tel (8581537-3999 Fax (858)537-3990 Branch 14467 Meridian Parkway Bldg 2A. Riverside. CA 92518 Tel (951)653-4999 Fax (951)653-4666 Reportof COMPRESS1VE STRENGTH-GROUT ASTM CIOI9 CITY OF CARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client LNR PROPERTY CORPORATION Set No 8-02977 File No N/A Permit No N/A Project No 1424A20 ProjecrNaiiie BRESSI RANCH VILLAGE CENTER CARLSBAD GATEWAY ROAD CARLSBAD, CA * Age (Days) 7 28 28 28 H Date Tested 10/10/2008 10/31/2008 10/31/2008 10/31/2008 Nominal Size 3X3X6 3X3X6 3X3X6 3X3X6 Actual Area (Sq Inch) 997 1030 1030 900 Load (Ibs) 13,850 26.600 28.970 Strength (psi) 1.390 2.580 2.810 Type of Fracture N/A N/A N/A Specified Strength 2,000 PSI Sampled By JEREMIAH BIETZ ASTM C172 Date Sampled 10/3/2008 Date Received 10/6/2008 Location BUILDING C - WALL ON GRID LINE I/ 6 5 - A 8. 111 0" ABOVE FINISHED FLOOR Concrete Supplier ROBERTSON'S READY MIX Mix No RS200G42 Ticket No 6154208 Water added at Site 5 00 gal By CONTRACTOR Cement Type Mix Time 70 mm Concrete Temp 77 °F ASTM C1064 Ambient Temp 71 °F ASTM C1064 Slump 800 in ASTM C143 Tested at San Diego Remarks Distribution LNR PROPERTY CORPORATION CITY OF CARLSBAD-BLDG INSPECTION DEPT GRANT GENERAL CONTRACTORS CHILDS, MASCARI AND WARNER ARCHITECTS GSSI **LAB COPY** Respectfully Submitted, MTGL, Inc v—w-^ Eduardo Dizon, R C E 2700 PSI 28-day compression test complies with the specified strength Corporate 2992 E La Palma Avenue, Suite A, Anaheim. CA 92806 Tel (714)632-2999 Fax (714)632-2974 Branch 7313 Carroll Road, Suite G, San Diego CA 92121 Tel (858)537-3999 Fax (858)537-3990 Branch 14467 Meridian Parkway Bldg 2A, Riverside, CA 92518 Tel (951)653-4999 Fax (951)653-4666 Report of COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CITY OFCARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD, CA 92008 Client LNR PROPERTY CORPORATION Set No 8-02791 File No N/A Permit No N/A Project No 1424A20 Project Name^-BRESSI RANCHf vluXGlTCEN'tER CARLSBAD U GATEWAY ROAD CARLSBAD. CA * Age (Days) 7 28 28 28 H Date Tested 9/9/2008 9/30/2008 9/30/2008 9/30/2008 Nominal Size 6X 12 6X 12 6X 12 6X 12 Actual Area (Sq Inch) 2827 2827 2827 2827 Load (Ibs ) 136,090 153,230 152.820 Strength (psi) 4,810 5,420 5.400 Type of Fracture Shear Shear Shear Specified Strength 5.000 PSI Sampled By SCOTT VAWSER ASTM C172 Date Sampled 9/2/2008 Date Received 9/3/2008 Location ^ByiLDING MAJOR C - FOOTING SITE WALL. GRID LINE: D 257~3 - 4 Concrete Supplier HANSON AGGREGATES Mix No 5033002 Ticket No 275)39 Water added at Site gal By Cement Type Mix Time 50 Concrete Temp 91 Ambient Temp °F ASTM C1064 "F ASTM C1064 Slump 350 in ASTM C143 Tested at San Diego Remarks Distribution LNR PROPERTY CORPORATION CITY OF CARLSBAD-BLDG INSPECTION DEPT GRANT GENERAL CONTRACTORS CHILDS. MASCARI AND WARNER ARCHITECTS GSSI **LAB COPY** Respectfully Submitted, MTGL, Inc Eduardo Dizon, R C E 5410 PSI 28-day compression test complies with the specified strength Corporate 2992 E La Raima Avenue. Suite A, Anaheim. CA 92806 Tel (714)632-2999 Fax (714)632-2974 Branch 7313 Carroll Road, Suite G. San Diego. CA 92121 Tel (858)537-3999 Fax (858)537-3990 Branch 14467 Meridian Parkway Bldg 2A Riverside, CA 92518 Tel (951)653-4999 Fax (951)653-4666 Report of COMPRESSIVE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD. CA 92008 Client LNR PROPERTY CORPORATION Set No 8-01071 File No N/A Permit No N/A Project No 1424A20 Project Name cBRESSI-RANCH-VIhlrAGE GENTER^ARLSBAD ^GATEWA^ROAD^ CARLSBAD. CA * Age (Days) 7 28 H 28 28 Date Tested 5/2/2008 5/23/2008 5/23/2008 5/23/2008 Nominal Size 6X 12 6X 12 6X 12 6X 12 Actual Area (Sq Inch) 2827 2827 2827 2827 Load (Ibs) 138,910 Strength (psi) 4,910 Type of Fracture Shear Specified Strength 4,500 PSI_Sampled By QUYNH VUONG Location -F0UNDATIONJiQOT-1NG-@-MAJOjrcTDJJO Concrete Supplier SUPERIOR READY MIX Mix No 8375P Ticket No 113556 Water added at Site gal By CONTRACTOR Cement Type II/V Mix Time 45 mil ASTMC172 Date Sampled 4/25/2008 Date Received 4/30/2008 Concrete Temp 65 Ambient Temp "F ASTM C1064 "F ASTM C1064 Slump 400 in ASTM C143 Tested at San Diego Remarks Distribution LNR PROPERTY CORPORATION CITY OF CARLSBAD-BLDG INSPECTION DEPT **LAB COPY** Respectfully Submitted, MTGL, Inc Eduardo Dizon, R C E r www mtglinc com \HIM Corporate 2992 E La Raima Ave Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 MTGL Project* Permit #_ Report #_PG San Diego/Imperial County Ste A 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 DAILY INSPECTION REPORT Inland Empire 14467 Meridian Pkwy.Bldg 2-A Riverside, CA92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 DSA/CITY File # DF DSA/OSHPD APPL #. DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection, on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL a BATCH PLANT n PT CONCRETE D SHOTCRETE D CONCRETE /^MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING C ANCHOR/DOWEL D NDE FIELD D NDESHOP D CEILING WIREaaa DSA/OSHPO/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YD ND SOIL REPORT YD ND SPECS YD ND APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT/MANPOWER USED STRUCTURAL NOTES DETAIL ORRFISUSED l_ VI REMARKS INCLUDING MEETINGS,«/^.^ \ /<^,5' REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS jf WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WAS^ WAS NOTD N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET 5f DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken t Weather £JL~5?dU? Temp Certification # t Verified by f MTGi Corporate 2992 E La Raima Ave Ste Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkwy, Bldg 2-A Riverside, CA92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 DAILY INSPECTION REPORT DSA/CITY File #. www mtglmc com MTGL Project* Permit # Report*. Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection, on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection DSA/OSHPDAPPL#. DSA/LEA# PROJECT NAME TIME ARBJVI IMEDE£ARTH) TRAVEL TIME LUNCH TIME CONTRACTOR SUBCONTRACTOR INSPECTION ADDRESS Z^Zq* TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION Q BACK FILL ADDRESS OF PROJECT D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE SB MASONRY D HIGH STRENGTH BOLTING 13 WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL G NDE FIELD D NDESHOP D CEILING WIRE a DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YD ND SOIL REPORT YD ND SPECS YD ND APPROVED SHOP DRAWING YD NCI MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) ~~ CONTRACTORS EQUIPMENT/ MANPOWER USED STRUCTURAL NOTES DETAIL OR RFIS USED -_z^L REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WASD WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WASD WAS NOT D N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents THE WORK INSPECTED METD DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken. Wfnthcr /V-TF^'2—, Temp. cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Certificate Verified by Corporate 2992 E La Raima Ave Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County Ste A 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 Inland Empire 14467 Meridian Pkwy, Bldg 2-A Riverside, CA92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 DAILY INSPECTION REPORT DSA/CITY File # www mtglmc com MTGL Project* Permit #_C Report # PG Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection, on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection DSA/OSHPDAPPL#. DSA/LEA# PROJECT NAME DATE TYPE OF INSPECTION n ENGINEERED FILL n FOUNDATION [j BACK FILL C BATCH PLANT G PT CONCRETE D SHOTCRETE D CONCRETE X MASONRY _l HIGH STRENGTH BOLTING G WELDING D SHOP WELD L' FIREPROOFING D ANCHOR/DOWEL LI NDE FIELD H NDESHOP D CEILING WIREnD DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YLJ SOIL REPORT YD Nd l\l U SPECS Yd NZI APPROVED SHOP DRAWING Y C N U MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) —^ *• V h * »*i^..~«.»~J»tfh. »-* t*. £ I COltTRACTORS EQUIPMENT/MANPOWER USED AREA GRID LIMES PIECES INSPECTED STRUCTURAL NOTES DETAIL OR RFIS USED ^fei -Hif?*^ z-iF=n pfcfe^S-e: REMARKS. INCLUDIN AM C. T^, REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS Ljfc WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WAS 3? WAS NOT D N/A n Performed in accordance with DSA/OSHPD/PROJECT approved documents THE WORK INSPECTED MET fc DID NOT MEET H THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken \^^\^\ S^fa" cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Print Name Certification/ Verified by www.mtgiinc.com MTGLProject# Psrmrt* Corporate'* 2992 f LaPilmaAve Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 8004912990 San Diego/Imperial C 7313 Carroll Rd Ste San Diego, CA 921 21 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 Inland Empire 14467MeridianPkwy.Bldg 2-A Riverside, CA 92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 DAILY INSPECTION REPORT DSA/CITY File #. PG.DF DSA/OSHPDAPPL#_ DSA/LEA#Report #_ SpeciaHnspecton Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports stiatl be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PROJECT NAME DATE Ir/g o AR TIME ARRIVED TIME DEPARTED \\ Qt ENGINEER TRAVEL TIME LUNCH TIME CONTRACT SUBCONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPEOFIHSPftnOH O ENGINEERED FILLa FouNdfrneifi D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE OCONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D CEUJNG.WIRE Da DSA/OSHPD/PROJECT APPROVED DOCBMEHTS AVAILABLE APPROVED PLANS YD SOIL REPORT YD ND NO YD NG APPROVED SHOP DRAWING YD ND MATERIALS USED BYCQNTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) VwgA r\¥afC*i^n. -S\&i>i- S> £>j* g> \ Avx, Jiyv CONTRACTORS EQUIPMENT / MANPOWER USED STRUCTimAL=NOTES,rf Ml IKS,A \>S A 1\r g REWQRK'AS'f ERCENTOF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK Inspected in accordance-with the requirements of the DSA/OSHPD/PROJECT approved doctimerrts MATERIAL SAMPLING WASD WAS NOT D N/ACJ Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WQHK INSPECTED MET 3? DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken . Weather Cf Signature of Special Inspector I Certification Verified by MTGL Project* Permit*. Report*. Co'rporate; | 2992 E UPahjiaAve Anaheim, CA 92806 Tel 7146322991 Fax 714632,2974 Dispatch 800491 2990 Alo - San Diego/Imperial C 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 DAILY INSPECTION REPORT Inland Empire 14467 Meridian Pkwy, Bldg 2-A Riverside, CA 92518 Tel 9516534999 Fax 9516534666 Dispatch-800 491 2990 DSA/CITYFile#. PG DF DSA/OSHPDAPPL#'_ DSA/LEAf Special Inspection Reports must Se distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately IJeparate reports shall be prepar jgM&r each type of special inspection, on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection TNAME . E.AIAGK DATE ARCHfTn-cr , i . CM 4 M UWne^ ENGINEER TIME ARRIVED TIME DEPARTED TRAVEL TIME LUNCH TIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE «) MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIREaa D DSA/OSHPD/PRQJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YB ND SOIL REPORT YD ND SPECS Y» ND APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (I RESEARCH REPORT NO OR MATERIAL TEST REPORTS)I j_6 ^MMPOWEICONTRACTORS EQUIPMENT /R USED AREA, GRID LINES PIECES INSPECTED frt, U>C STRUCTURAL NOTES DETAIL, OR RflS USEDA \ \ „ . „ REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL SAMPLING WAS ^ WAS NOT D N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents THE WORK INSPECTED MET » DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken J~ S^ oi \/Ai^> \^^ Weather ?**•»«^ »^ ••/ Temp A"Q * ^'~~ cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signature of Special Inspector U In h (/LlAJ/1/ Lr Print Name Certification # Verified by 2992 E La Raima Anaheim, CA 92 Tel 7146322999 Fax: 714 632 2974 Dispatch 8004912990 --""*-> - «»7 San Diego/Imperial 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 J 2C z~3 Inland Empire. 14467 Meridian Pkwy, Bldg 2-A Riverside, CA 92518 Tel 951653.4999 Fax 9516534666 Dispatch 8004912990 DAILY INSPECTION REPORT DSA/CITYFile# WWW MTGL Project #• Permit # Report # Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection, on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PG DF DSA/OSHPDAPPL*. DSA/LEA* XT NAME DATE I TIMEARRIVED 0 Qp TIME DEPARTED TRAVEL TIME LUNCH TIME SUB CONTRACTOR ADDRESS OF PROJECT TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION^. D BACKFILL DBATBtt PLANT D PT CONCRETE D .SHOTCRETE D CONCRETE LVMASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD a FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIREnaa DSA/OSHPD/PROJECT APPROVED DOCPPTS AVAILABLE APPROVED PLANS Y,B ND SOIL REPORT YD ND SPECS YW ND APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) fcAv/ B GRID LINES PIECES INSPECTED "t " STRUCTURAL NOTES. DETAIL OR RFIS USED •EBMBS; f m & . c n a /£-0 ^^ A J t l<v l-e,^r \o f \ f A £l^J leg / 4< REWORR'AS PlROEHT OF ALL WORK TODAY PERCENT PROJECT COMPLETE. THE WORK Inspected m accordance with the requirements of the DSA/OSHPD/PROJECT approved documents. MATERIAL MMn.M|i WAS S^ WAS, NOT D N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE,WORK INSPECTED MET S^DID NOT MEETD THE requirements <ti the DSA/OSHPD/PROJECT approved documents Samples taken 4 f € * % T> fct^jv^^" }o(-1 Pr*J i~> Weather .fL^^V1 Temp —^f^**fe~ Signature of Special Inspector Print Name Certification Verified by Corpora^ %2992 E fa Raima Av Anaheim CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 8004912990 - 2 San Diego/Imperial 731 3 Carroll Rd Ste G San Diego, CA 921 21 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 7Inland Empire 14467 Meridian Pkwy, Bldg 2-A Riverside, CA 92518 Tel 951 653 4999 Fax 9516534666 Dispatch 8004912990 DAILY INSPECTION REPORT DSA/CITYFile#. WWW MTGL Projects- Permit #. Report #. Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports shad be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PG.DF DSA/OSHPDAPPL*. DSA/LEA#- PROJECT NAME 0> . . , «, l/i 1 1 DATE* ce. TIME ARRIVED ENGINEER TRAVEL TIME TIME DEPARTED /4^ O o, CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE 0PMASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIREnnn DSA/OSHPO/PROIECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Yjft ND SOIL REPORT YD ND SPECS Y» ND APPROVED SHOP DRAWING Y D N D MATERIALS USED BY RESEARCH REPORT NO OR MATERIAL TEST REPORTS))£ IPMENT/ MANPOWER ICONTRACTORS EQUI R USED AREA GRID LINES PIECES INSPECTED STRUCTURAL DETAIL ORRRSUSED \ 0-f 4 REWORICAS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WASW WAS WKOInspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WASD WAS NOT D N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METJS DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken Weather CH *•» **"> V' Temp_ Signature of Special Inspector /Print Name ~T ?/%n Corporate 2992 E La faim, Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 8004912990 Permit # Report #_ San Diego/Imperial 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 858 537 3999 Fax 858 537 3990 Dispatch 888 844 5060 DAILY INSPECTION REPORT Inland Empire 14467 Meridian Pkwy, Bldg 2-A Riverside, CA 92518 Tel 951 653 4999 Fax 9516534666 Dispatch 8004912990 DSA/CITYFile#- PG.DF. DSA/OSHPDAPPL*. DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distnbuted immediately Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection OJECTNAME DATE ilVEDARCHITECI ICM A TIME ARRI AVEL TIME DEPARTED£t o O ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR MSPECTION SUB CONTRACTOR i JCr ADDRESADDRESSESS OF PROJECT' TYPE OF INSPECTION D ENGINEERED FIU. D FOUNDATION D BACK FILL D BATCH PLANT DPT CONCRETE D SHOTCRETE D CONCRETE & MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD a FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDESHOP D CEILING WIRE Daa DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS SOIL REPORT YD ND ND SPECS APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS)TNO ORA -... CONTRACTORS EQUIPMENT/MANPOWER USED -h AREA GRID LINES .PIECES STRUCTURAL NOTES DETAIL ORRFISUSEDS f A 1. REMARKS JIWK/OWBMEHMDS I \ I ij^t-t1^ c\ jt^ejg/ //;eg *^ / REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS ^ WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WAS t» WAS NOT D N/A Q Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THEWQRKINSPECTED MET^ DID NOT MEETO THE requirements of thfi DS/VOSHPD/PROJECT approved documents Samples taken J. t-f r o£ "% e Weather _, &V?.*- ( r^\ V Temp Signature of Special Inspector // lc Certification^.i Verified by Print Name 7- <?o7 Corporate 2992 S La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial C 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 Inland Empire 14467 MfMian Pkwy Bldg 2-A RiversiderCA92518 Tel 951653.4999 Fax 9516534666 Dispatch 800 491 2990 Al 7 1 DAILY INSPECTION REPORT DSA/CITY File #. WWW MTGL Project*: Permit* Report* Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PS.DF DSA/OSHPDAPPL#. DSA/LEA# NAME DATE TIMPARRIVEDMPAR « TIME DEPARTED 11 . ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR * SUB CONTRACTOR . ^ - V INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE -^CONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEIUNG WIRE a? f-* fiotr Dn DSA/OSHPtMPROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y SOIL REPORT YD ND N D SPECS YD ND APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) v»et"£>rCAi"0k - o^x-tfWu'f CONTRACTORS EQUIPMENT/ MANPOWER USED AREA GRID LINES PIECES INSPECTED C - \ STRUCTURAL NOTES, DETAIL OB RFIS USED REMARKS ; *JL / REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS);? WASNOTn Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WASD WAS NOT LJ N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METJS DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken Weather £~loufrVy Temp Signature of Special Inspector Print Name Certification #, Verified by -290- www mtglmc com Corporate 2992 E L£ Raima Ave 'Ste A Anaheim, CA 92806 Tel 714 632 2999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial Coun 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 858 537 3999 Fax 858 537 3990 Dispatch 8888445060 Inland Empire., 14467Mer«j|»iPkwy,Bldg 2-A Riverside, CA 92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 MTGL Project # \ H Z I A \DAILY INSPECTION REPORT DSA/CITY File # Report #_P6.DF DSA/OSHPDAPPL#. DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection ARCHI AA.TIME ARRIVED6 "k>TIME DEPARTED ENGINEER „ .,GriJ TRAVEL TIJJE LUNCH TIME CONTRACTOR SUBC INSPECTION ADDRESS tYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D .PT CONCRETE D SHOTCRETE H CONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD 'x- D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE Dan DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y& N D SOIL REPORT YD ND SPECS YJS ND APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST flEPORTS) .<U'.£ JPI^^ V iviVU £o/ox-AAIT CONTRACTORS EQUIPMENT / MANPOWER USEDl^rev i/t AREA GRID UNES PIECES INSPECTEDMflfoy V /- J STRUCTURAL DETAIL QRRFISUSED j^_.. V Z T /<<T^ REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAST^ASNOTD Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WAS t^pWAS NOT D N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project ArctifjesW- Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METIS" DID NOT MEETD THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken 7 fe^ O/ */ Weather J^^^ty Temp -SignaturWSfJSpecial Inspector' Print Name Verified by www mtglinc com Corporate :r^. 2992 E LajPalma Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial C 7313 Carroll Rd Ste G San Diego CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 Inland Empire 14467 Meridian Pkwy Bldg 2-A Riverside, CA 92518 Tel 9516534999 Fax 951 653 4666 Dispatch 8004912990 MTGL Project # Permit * Report* H A 1 3 DAILY INSPECTION REPORT PG DF DSA/CITY File # DSA/OSHPDAPPL#_ DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports shaft be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PROJECT NAME TCU TIME DEPARTED 'ay ENGINEER LUNCH TIME CONTRACT™ GVJ SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION D ENGINEERED F4LL D FOUNDATION D BACK FILL O BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING JH ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIREa _ a DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YD ND SOIL REPORT YD ND SPECS YD ND APPROVED SHOP DRAWING Y D N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS)TERIAL TEST REPORTS) /Z.) 3/(/'v ^ f " IS EQUIPMENT/MANPOWER USED -/- AREA GRID LINES PIECES II STRUCTURAL NOTES DETAIL OR RFIS USED REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS* WAS^OTD Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WASD WAS NOT D N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MFWB DID NOT MEETS - THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken Weather _) y.<>t V^ V Temp. Signature of Special Inspector U tin ft Is Print Name Certification i Verified by www mtglmc com Corporate 2992 E La Raima Anaheim, CA 92806 Tel 714 632 2999 Fax 7146322974 Dispatch 800 491 2990 MTGL Project # Permit #. Report # MZM San Diego/Imperial Com 7313 Carroll Rd Ste G San Diego CA92121 Tel 858 537 3999 Fax 858 537 3990 Dispatch 8888445060 DAILY INSPECTION REPORT Inland Empire 14467MeridianPkwy.Bldg 2-A Riverside, CA 92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 DSA/CITYFile# PG DF DSA/OSHPDAPPL#. DSA/LEA# _ Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PROJECT NAME DATE TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL 0 BATCH PLANT D PT CONCRETE D SHOTCRETE iXCONCRETE D MASONRY D HIGH STRENGTH BOLTING G WELDING D SHOP WELD a FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP a CEILING WIREaa D DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YD ND SOIL REPORT YD ND SPECS YD ND APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT / MANPOWER USED REMARKS HKLUamGMEfTINGS .,A ' REWORK AS PERCENT OF ALL WORK TODAY •PERCENT PRGSW'COMPLETE THE WORK WAS 0 WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WASD WAS NOT D N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Protect Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District JHf WORK INSPECTOB MET a DID NOT MEET n ''fHE requirements ofthe DSA/OSHPD/PROJECT approved documents Samples taken ^4 <1CMC_> Weather. s~if**J*-. Temp s*\£s=ir Signature ofSignature of Special Inspector Print Name Certificatml Verified by Corporate 2992 E La Raima Ave Ste A Anaheim CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial Coui 7313 Carroll Rd Ste G San Diego CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkwy Bldg 2-A Riverside CA92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 Permit # Report#_PG OF i DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPDAPPL#. DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PROJECT NAME 7-' ~ARCHITECT Z^?TIME RRIVED TIME DEPARTED ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION _ ENGINEERED FILL i" FOUNDATION !_ BACK FILL ' i BATCH PLANT LJ PT CONCRETE I SHOTCRETE ^CONCRETE I MASONRY ~] HIGH STRENGTH BOLTING J WELDING "I SHOP WELD i ! FIREPROOFING H ANCHOR/DOWEL L NDE FIELD T NDESHOP CEILING WIRE DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y'J Nl SOIL REPORT YD SPECS YT.1 Nfl APPROVED SHOP DRAWING Y- I Nl MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT/MANPOWER USED AREA GRID LINES PIECES INSPECTED STRUCTURAL NOTES DETAIL OR RFIS USED REMARKS INCLUDING MEETINGS o REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS i WAS NOT J ---—^ Inspected in accordance with the requirements of the DSA/OSHPDWgOJEQI' approved documents MATERIAL SAMPLING WAS!..• WAS NOT" N/A^ Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET tf DID NOT THE requirements of the D^A/OSHPD/Pl3WECJ>|}proved documents Samples take Weather (fCSfL Temp. Certification, Verified by MTGi www mtglmc com MTGL Project #__! Permit/ ^fg * Report* PG Corporate 2992 E La Raima Ave""Ste A Anaheim CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial Coi 7313 Carroll Rd Ste G San Diego CA92121 Tel 858 537 3999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkwy Bldg 2-A Riverside, CA 92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 DF. DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPDAPPL#. DSA/LEA# _ Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PROJECT N,DATE. ARCHITECT TYPE OF INSPECTIO _ ENGINEERED FILL ~ FOUNDATION BACKFILL J BATCH PLANT : i PT CONCRETE I SHOTCRETE ^CONCRETE MASONRY I HIGH STRENGTH BOLTING : WELDING SHOP WELD I FIREPROOFING H ANCHOR/DOWEL r: NDE FIELD I NDESHOP \ .: CEILING WIRE I DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS SOIL REPORT Y_. N N ; SPECS Yl". NT APPROVED SHOP DRAWING YL. MATERIALS USED BY CONIRAC.TOR (INCLUDE RESEARCHRSPORT NO OR MATERIAL TEST REPORTS) CONTRACTORS EQUIPMENT./ MANPOWER USED STRUCTURAL NOTES DETAIL OR RFIS USED REI '0=!- REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS^fWASNOTLJ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WAS\?f WAS NOT... N/A " Performed in accordance with DS5VOSHPD/PROJECT approved documents cc Protect Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET^ DID NOT MEET L THE requirements of th^pSA/pSHPD^PROJE£T approved documents Samples taken _l__3 Weather S^t^iti i-n - / v Jemp _^^_ Signature especial Inspector / Print Name CertificatiojiJtcVerified by www mtglmc com MTGL Project*. Permit # Report # Corp 2992 E La Raima Ave Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 8004912990 San Diego/Imperial C 731 3 Carroll Rd Ste G San Diego, CA 921 21 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 DAILY INSPECTION REPORT Inland Empire 14467 Meridian Pkwy, Bldg 2-A Riverside, CA 92518 Tel 951 653 4999 -.Fax 951 653 4666 Dispatch 800 491 2990 DSA/CITYFile#_ PG.DF. DSA/OSHPDAPPL# DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non compliant conditions must be oistnbuteafrrmeijiately Separate reports shall be prepared (or each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PB&IECT NAME DATE TIME ARRIVED TIME DEPARTED ENGINEI -r TRAVEVELTJME LUNCH TIME CONTRACTORcrnaoV SUBCONTRACTOR, KJ**\£ a< INSPECTION ADDRESS ADDRESS OF PROJEI TYPE OF INSPECTION D ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE 9 MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE D D D DSA/OSHPO/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS SOIL REPORT YD ND ND SPECS YB ND APPROVED SHOP DRAWING YD NO MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) M^X fr Rrioo/V^q f 7ooOPS ttg. sv^\ MENT/ MANPOWER USCONTRACTORS EQUIPMENT/ MANPOWER USED /• j AREA GRID LINES PIECES INSPECTED 'C " - A) STRUCTURAL NOTES DETAIL OR RFIS USED REMARKS i o c . REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WA&O WASNOTD Inspected in accordance with the requirements of the DSA/OSH approved documents MATERIAL SAMPLING WAStJ> WAS NOT Performed in accordance with DSA/OSHPD/PROJE cc THE WORK INSPECTED METti Dl THE requirements/) the DSA/OSHPD, Samples taken d ft^ Weather it^t» ^ / Temp iEICL , aporoved documents r .... approved documents Protect Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District Certificate Verified by MIC www mtglmc com MTGL Protect* Permit/ Report* Corporate 2992 & La Palma Ave Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial COD 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 DAILY INSPECTION REPORT Inland Empire 14467MeridianPkwy.Bldg 2-A Riverside, CA 92518 ' .. Tel 951 653 4999 Fax 951 653 4666 Dispatch 8004912990 DSA/CITYFile#. PG OF. DSA/OSHPQAPPL#_ DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports shall be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PROJECT NAME&f<^E/oJf TIMEpRIVED >• 3Qa« TIME DEPARTED 1 QQ ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR INSPECTION ADDRESS TYPE OF INSPECTION a ENGINEERED FILL Q FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE D CONCRETE fr MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIREaaD DSA/OSHPO/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YJtf ND SOIL REPORT Yn SPECS YW ND APPROVED SHOP DRAWING YD ND MATERIALS USED BY C OR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) U exl *\Yf^ ^ (/MANPOWER USED ^CONTRACTORS EQUIPMENT /MANPOWER USED GRID LINES PIECES INSPECTED -Al. 1 STRUCTURAL NOTES DETAIL OR RFIS USED /-QJL c g'* U c*. if j ? REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK ' WAS « WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD^ROJEf approved documents MATERIAL SAMPLING WASJi WAS NOTO-NAD Performed in accordance with DSA/OSHPD/PROJFJjrT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET » DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECJ approved documents Samples taken $ UV Weather Tu^ ^ Temp Signature of Special Inspector Print Name Certification t Verified by www mtgtinc.com *s iCorporate 2992 E| La Raima Ave Anaheim CA 92806 Tel 7146322999 Fax 714 632 2974 Dispatch 800 491 2990 MTGL Project*. Permit # Report f \tJTtJ San Diego/Imperial C 7313 Carroll Rd Ste G San Diego, CA 92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 DAILY INSPECTION REPORT Inland Empire 14467 Meridian Pkwy, Bldg 2-A Riverside, CA 92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 DSA/CITY File #. PG.DF. DSA/OSHPDAPPL#. DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non compliant conditions must be distributed immediately Separate reports shaH be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection h U "V/7 f/.o y TIMEARRIVED Y\ TIME DEPARTED ENGINEE TRAVEL TIME LUNCH TIME CONTRACTOR SUBCO OR JUir INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION IH ENGINEERED Fill D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE : CONCRETE MASONRY ^-s D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING n ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE Dnn DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS SOIL REPORT YD NO N D SPECS YB» ND APPROVED SHOP DRAWING YQ TERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) G*t MoW-T\/fg i flfroofir J ONTRACTORS EQUIPMENT/ MANPOWER USED a,' \e EA GRID LINES PIECES INSPECTED /ii/-"!L />O~ 5 ..-jf ; 6 - STRUCTURAL NOTES DETAIL, OR RFIS USED roFAn WQRK TODAY THE WOfliKJV:fimS J8? WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WAS O^WAS NOT n N/AD Performed in accordance with DSA/dSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METgT DID NOT MEETD THE requirements ofthe DSA/OSHPD/PROJECT appn 1 ^Samples taken W Print Name Certification (Verified by WWW Corporate 2992 E La Raima Ave Sfe A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 8004912990 San Diego/Imperial C 7313 Carroll Rd Ste 6 San Diego, CA 92121 Tel 858 537 3999 Fax 8585373990 Dispatch 8888445060 Inland Empire 14467 Meridian Pkwy Bldg 2-A Riverside, CA 92518 Tel 951 653 4999 Fax 9516534666 Dispatch 800 491 2990 MTGL Proiect t \ M 1. Permit t *"{*>C) Report* _ PG 1 O DAILY INSPECTION REPORT DSA/CITYFile#. DF DSA/OSHPDAPPU. DSA/LEA# Special Inspection Reports must be distributed to the parties listed below within 14 days of the inspection Reports of non-compliant conditions must be distributed immediately Separate reports shaft be prepared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection PROJECT NAME(Wif«DATE TIME A 2 1 - •-> fr ARCHITECT'JA. E ARRIVED TIME DEPARTED H . o u ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION ENGINEERED FILL D FOUNDATION D BACK FILL O BATCH PLANTn PT CONCRETE 0 SHOTCRETE . CONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING D ANCHOR/DOWEL D NDE FIELD D NDE SHOP D CEILING WIRE8_JLe_kxx DSA/OSHPD/TOOJECT APPROVED BOCWH0ITS AVAILABLE APPROVED PLANS YJS ND SOIL REPORT YD ND SPECS Yta- ND APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) VPO\ - pt CONTRACTORS EQUIPMENT / MANPOWER USED AREA GRID LINES PIECES INSPECTED Ma \/->v C.^r STRUCTURAL NOTES DETAIL ORRFISUSEO \ tg.''^ In C. n c\«, f t -7 g fi (\C.C > >r o REWORK AS f»feRC6ST t)F All WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS^I WAS NOT D ' Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents ———- MATERIAL SAMPLING WASD WAS NOT D N/AD Performed in accordance with DSA/OSHPD/PROJECT approved docurrients cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED MET 5J DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECJjpproved documents ' Samples taken _ Terno "? 1" Signature of Special Inspector Print Name Certification # Verified by FOOTING OBSERVATION SUMMARY Leighton and Associates, Inc A LEIGHTON GROUP COMPANY Project Name Location Plan File No Date Project No M-ZZ.-2.oog' Permit No Unit/Phase/Lot(s) Referenced Geotechnical Report(s) Observation Summary _ Initials ,v Date A representative of Leighton and Associates observed onsite soil conditions Soil conditions at the site are substantially in conformance with those assumed in the geotechnical report Initials Date Initials W|ft Date A representative of Leighton and Associates observed and measured footing excavation depth/width Footing excavations extend to proper depth and bearing strata and are in general conformance with recommendations of the geotechnical report A representative of Leighton and Associates measured footing setback from slope face The setback was in general accordance with the recommendations of the geotechnical report Initials Date C. Notes^ to Superintendent/Foreman 1 Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete 2 Based on expansion potential of underlying soils, presoakmg of soil below slabs may be recommended Consult the geotechnical report for presoakmg recommendations We note that clayey soils may take an extended period of time and the contractor should schedule accordingly 3 In the event of a site change subsequent to our footing observation and pnor to concrete placement (i.e , heavy rain, etc), we should be contacted to perform additional site observations Note to Building Inspector 1 Soil compaction test results, including depth of fill, relative compaction, beanng values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading For Leighton am Date White - File Yellow-Client Gold-Field 3930 R/0403 ORAI\IT REQUEST FOR INFORMATION No.00024 Architect's Project # 20800 TITLE: Anchor bolt embedment PROJECT:Bressi Village Center TO: Attn Michael Mernll Childs Mascan Warner Architec 1717KettnerBlvd,Ste 100 San Diego, CA 92101 Phone (619) 814-0080 Fax (619) 814-0081 DATE: 4/17/2008 JOB: 20800 STARTED- COMPLETED: REQUIRED: 4/24/2008 REQUEST: Mike Please confirm the correct embedment for the 5/8" x 12" HA Anchor bolts A 12" AB will have aprox 7" embedment and will be in the 2nd slab pour, as shown on detail 9/S2 1 Detail 8/S2 1, however, shows the AB extending into the first footing pour, which the 12" anchor bolt will not do Thank you Requested ByGrant General Contractors Signed John Sandahl Date 4/17/2008 ANSWER: Answered By. John Sandahl Signed Date 5051 AVENIDA ENCINAS CARLSBAD, CA 92008-4380 GRANT GENERAL CONTRACTORS PO BOX 979 PHONE 760-438-7500 92018-0979 FAX 760-438-3056 LIC 573265 www grantgc com GRANT REQUEST FOR INFORMATION No. 00023 Architects Project #• 20800 TITLE: Structural Anchor of Walls to slabs PROJECT: Bressi Village Center TO: Attn. Michael Memll Childs Mascari Warner Architec 1717KettnerBlvd., Ste 100 San Diego, CA 92101 Phone-(619) 814-0080 Fax* (619)814-0081 DATE: 4/15/2008 JOB: 20800 STARTED: COMPLETED: REQUIRED: 4/22/2008 REQUEST: Mike 1 23/S1 2 - non-beanng sill plate anchorage - can we use shot pins in lieu of ABs? 2 5/S2 1 - Snows CB @ P-66a - we have not found any P-66a's as yet Please confirm that the P-66 is Just nailed into the plate with no CBs? 3 Can we use Simpson SET epoxy schedule for any necessary retrofit anchor bolts and HD repairs? Thanks, Requested By*3rant General Contractors signed Date:4/15/2008 John Sandahl ANSWER: 1 Yes, "Hilti X-U" shot pins at 32" o/c is an acceptable alternate to sill anchor blots at the non-bearing/non-shear walls 2 Posts, that are within the wall and not noted as P-66A, can be nailed the the sill plate 3 Use of the "Simpson Set" epoxy or the "Simpson Titen HD" 5/8" dia x 6" @ 2x sill plates or the 5/8" dia x 6 1/2 at 3x sill plates are acceptable The anchors for the Holdown fixes should be on a case by case basis Oscar Gonzalez, S E GSSI Engineers, 4-21-08 Answered By Michael Memll Signed. Date 5051AVENIDA ENCINAS CARLSBAD. CA 92008-4380 GRANT GENERAL CONTRACTORS PO BOX 979 PHONE 760-438-7500 92018-0979 FAX. 76O438-3056 LIC 573265 www grantgc com - a FOOTING OBSERVATION SUMMARY Leighton and Associates, Inc A LEIOHTON GROUP COMPANY Project Name Location Plan File No t CA Date S- \*-\- "Z-ooy Project No °\1 Permit No Unit/Phase/Lot(s) Referenced Geotechnical Report(s) Observation Summary Initials ) M ov Date Initials _Date Initials Date A representative of Leighton and Associates observed onsite soil conditions Soil conditions at the site are substantially in conformance with those assumed in the geotechnical report A representative of Leighton and Associates observed and measured footing excavation depth/width Footing excavations extend to proper depth and beanng strata and are in general conformance with recommendations of the geotechnical report A representative of Leighton and Associates measured footing setback from slope face The setback was in general accordance with the recommendations of the geotechnical report Initials Date Q&fanor ^ Tf^e S CO g?f Notes to Superintendent/Foreman 1 Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete 2 Based on expansion potential of underlying soils, presoakmg of soil below slabs may be recommended Consult the geotechnical report for presoakmg recommendations We note that clayey soils may take an extended period of time and the contractor should schedule accordingly 3 In the event of a site change subsequent to our footing observation and prior to concrete placement (i e , heavy rain, etc), we should be contacted to perform additional site observations Note to Building inspector 1 Soil compaction test results, including depth of fill, relative compaction, beanng values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading IM- For LeightoH andVfesociates, Inc Date 3930 R 1-05 FIELD COPY