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Home My WebLink About2653 GATEWAY RD; BLDG C; CB072911; Permit05-19-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB072911 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2653 GATEWAY RD CBAD COMMIND Sub Type COMM 2131910800 Lot* 0 $31893750 Construction Type VN Reference # CT060024 BRESSI VILL -BLDG C 5 250 SF RETAIL BLDG 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 05/01/2008 05/01/2008 PY PC 07-64 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 $1 332 09 Meter Size $0 00 Add'l Reel Water Con Fee $865 86 Meter Fee ($433 00) SDCWA Fee $0 00 CFD Payoff Fee $6698 PFF (3105540) $2,10000 PFF (4305540) $0 00 License Tax (3104193) $0 00 License Tax (4304193) $0 00 Traffic I mpact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $000 MECHANICAL TOTAL $7,702 00 Master Drainage Fee D1 Sewer Fee $0 00 Redev Parking Fee $0 00 Additional Fees HMP Fee TOTAL PERMIT FEES $000 $225 00 $7,188 00 $1391985 $5,804 66 $000 $000 $000 $11,040 00 $000 $11900 $41000 $7700 $000 $5 781 60 $000 $000 $000 $56,19904 Total Fees $56,199 04 Total Payments To Date $56 199 04 Balance Due $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTtE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as "fees/exactions Yourove 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions 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 Fire Plan Check # Permit # Project Name Address Contact Person Sewer Dist • • Inspected Bv -A? Inspected Bv Inspected Bv Comments PC 07-64 CB072911 BRESSI VILL -BLDG C 5,250 SF RETAIL BLDG 2653 GATEWAY DAVID OBRIEN CA u, Jkrck7 ... RD Phone 7604451279 Water Dist CA • •••••! ••• • • Date Inspected ?-/3 Date Inspected Date Inspected ... • it Date Permit Type Sub Type Lot 0 ' 0 ^ Approved X Approved Approved • • 02/11/2009 COMMIND COMM .• Disapproved Disapproved Disapproved • I. ii • Page 1 ot 1 Janean Hawney - Bressi Ranch Village Center From: "Michael Elliott" <mikeelhott2@cox net> To: "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 ca us>, "Christine Wauschek" <cwaus@ci carlsbad ca us>, "Janean Hawney" <Jhawn@ci carlsbad ca us>, <jjustus@schmidtdesign com>, <dplasch@grantgc com> Date: 02/12/2009 6 25 PM Subject: Bressi Ranch Village Center Attachments: 182A - Bressi Ranch Village Center - Inspl doc Bressi Ranch Village Center Project Number CT 06-24 Drawing Number 452-9L Building A - 2641 Gateway Road - CB072908 Building B - 2647 Gateway Road - CB072910 Pad B - 2635 Gateway Road - CB072909 Building C - 2653 Gateway Road - CB072911 -^ Building E - 2669 Gateway Road - CB072915 Landscape inspection comments are attached Approved - Permit cards for buildings A, C and E and Pad B were signed ; card for building B was not signed, _ file //C \Documents and Settmgs\jhawn\Local Settings\Temp\XPgrpwise\4994698FGW- 02/13/2009 City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite Plan Check # Permit* Project Name Address Contact Person Sewer Dist . .. Inspected / Bv L Inspected Bv Inspected Bv Comments PC 07-64 CB07291 1 BRESSI VILL-BLDG C 5 250 SF RETAIL BLDG 2653 GATEWAY DAVID OBRIEN CA • in ••• V7 7/4-11 i RD Phone 7604451279 Water Dlst CA • •«• Illl Ill 1 •• Date / / Inspected ZlUlQ0! Date Inspected Date Inspected Date Permit Type Sub Type Lot 0 • • ii ii Approved [r Approved Approved 02/11/2009 COMMIND COMM i in* i ii in i Disapproved Disapproved Disapproved DATE 2 UNSCHEDULED BUILDING INSPECTION INSPECTOR PERMIT # Ol '-PLAN CHECK # JOB ADDRESS DESCRIPTION CODE DESCRIPTION ACT COMMENTS CITY OF CARLSBAD ELECTRIC AND GAS METER CLEARANCE INTER-DEPARTMENT AD -9f S E O Service Equipment Only Reason, If Denied ELECTRIC METER \o\ /DZ GAS METER COMMERCIAL RESIDENCE NEW SERVICE RELOCATE TSPB TEMP P/P UP-GRADE TEST METER IRR PEDESTAL COMMERCIAL RESIDENCE TEST METER Called In By £2 YES NO YES NO YES nme Time Called In To City of Carlsbad Bldg Inspection Request For 10/20/2008 Permit* CB072911 Title BRESSI VILL -BLDG C 5,250 SF Description RETAIL BLDG Inspector Assignment PY 2653 GATEWAY RD Lot Type COMMIND Sub Type COMM Job Address Suite Location OWNER LNR BRESSI COMMERCIAL INC Owner Remarks Phone 7604451279 Inspector Total Time Requested By DAVID OBRIAN Entered By CHRISTINE CD Description 39 Final Electrical Act Comments Comments/Notices/Holds Comments 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 PAGES( DELTA 4)- PLUMBING/ELEC 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 Act Insp AP PY AP PY AP PY NR PY AP PY AP PY AP PY ROOF DRAIN DRY PACK COLUMNS MANSARDS AND TOWER PERGOLA FTG PERGOLA FTG Date 10/16/2008 09/18/2008 09/18/2008 09/04/2008 09/04/2008 08/27/2008 08/11/2008 08/11/2008 08/07/2008 08/04/2008 07/28/2008 07/28/2008 07/21/2008 07/17/2008 07/15/2008 05/13/2008 Description 23 Gas/Test/Repairs 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 84 Rough Combo 1 3 Shear Panels/HD s 24 Rough/Topout 11 Ftg/Foundation/Piers 15 Roof/Reroof 14 Frame/Steel/Bolting/Weldmg 15 Roof/Reroof 1 1 Ftg/Foundation/Piers 13 Shear Panels/HD s 1 1 Ftg/Foundation/Piers 11 Ftg/Foundation/Piers Act AP AP AP NR AP AP AP PA PA AP we AP AP AP PA AP Insp PY PY PY PY PY PY PY PY PY PY PY PY JM PY PY PY ST. CITY OF CARLSBAD : ELECTRIC AND GAS METER CLEAftANp, INTER-DEPARTMENT ADDR S E O Service Equipment Only Reason, If Denied ELECTRIC METER GAS METER Called In By COMMERCIAL RESIDENCE NEW SERVICE RELOCATE TSPB TEMP P/P UP-GRADE TEST METER IRR PEDESTAL COMMERCIAL RESIDENCE ST METER YES NO g NO YES Time Called In To CO Insulation, LP - Escondido (874) 2061 Aldergrove Ave Escondido, CA 92029 0 1 // Insulation Certificate Insulation is installed in the structure described below as follows Work Area Attic Area - Wire Demising Walls Sound walls Exterior Walls and Rim Joists Attic Area - Batts Attic Area - Batts Item Installed ISW17G Wire 17 Gauge 1/4 MI Spool R-ll 16" x 96" - Unfaced - CertaSound - Batts R-ll 24" x 96" - Unfaced - CertaSound - Batts R-19 15 25" x 48" - Unfaced - Batts R-30 16" x 48" - Unfaced - Batts R-30 24" x 48" - Unfaced - Batts SqFeet 5,000 2900 480 3,280 5,000 5000 *Fiberglass blow has no settling factor for R-values Job Name BRESSI RANCH VILLAGE CENTER Lot No Shop C Job Address EL FUERTE AND GATEWAY STREET CARLSBAD, CA 92008 Date Completed October 14, 2008 Insulation By PROJECT DESIGN CONSULTANTS » I 11 S ] K] I I Si IN Si K i s\\ I >n c o I \ u_ :.ii File 321905 May 13, 2008 CITY OF CARLSBAD Building Department 1635 Faraday Avenue Carlsbad CA 92008-7314 SUBJEC Bressi "anch Vnlage Cente* - Fo-rn Certif.cation for Building Shop C To Whom It May Concern Project Design Consultants has field verified the form positions for Building Shop C as shown on Sheet 6 of the Grading and Erosion Control Plans of the above-referenced project Upon our review of the survey data collected on May 13 2008 the building footprint conforms horizontal y and vertically within ±0 1-feet to the approved design Smcepaiy, Lawrence D Naiman, LS Associate LS5163 Exp 6/30/09 R \WP\LETTER\3200\3219 OBFormCert Shop C PA15 doc I ]]HI \l\ 1 I Ml I I I \ H \kl KM 1111) PROJECT DESIGN CONSULTANTS File 321905 May 20, 2008 CITY OF CARLSBAD Building Department 1635 Faraday Avenue Cansbad 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 Sincerely Lawrence D Naiman, LS Associate LS5163, Exp 6/30/09 . , NO 5163 . . **Exp dote 6-30-09''* R \WP\LETTFR\3200\321905_Formcert_Shop MajorC PA15 d.jc V\\ IHI i ii I'll! > I \l\ I 1 \ll ( I I \ HMsl KM IN II Corporate 2l>42 E La Raima Avenue Suilc A Anaheim CA 12806 Tel (714)632 2W» Fax (714)632 2974 Branch 71M Carroll Road Suite G San Diego CA 42121 Tel (858)517 3'W) Fax (858)537 3WO Branch 14467 Meridian Parkway Bldg 2A Riverside CA925I8 Tel (951)653 4999 pax (Q51, 65 i 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 S 01023 File No N/A Permit No N/A Project No I424A20 Project Name BRESSI RANCH VILLAGE CENT! R CARLSBAD GATEWAY ROAD CARLSBAD CA * Age (Days) 7 28 28 28 H Date Tested 4/30/2008 5/21/2008 5/21/2008 5/21/2008 Nominal Site 6X 12 6X 12 6X 12 6X 12 Actual Area (Sq Inch) 2827 2827 2827 2827 Load (Ibs) 1 1 6 900 1 59 780 163220 Strength (psi) 4 130 5 650 5 770 Type of Fracture Shear Shear Shear Specified Strength 3000 PSI Sampled By QUYNHVUONG Location B 5-1 SHOP MAJOR C FOUNDATION Concrete Supplier SUPERIOR READY MIX Mix No 8375P Ticket No Water added at Site gal By- Cement Type II/V Mix Time 56 mm ASTM C172 Date Sampled 4/23/2008 Date Red ived 4/24/2008 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 5710 PSI 28-day compression test complies with the specified strength Corporate 2442 E La Raima Avenue Suite A Anaheim CA 4280ft Tel (714)612 2494 Fax (714)612 2474 Branch 71II Carroll Road Suite G San Diego CA 42121 Tel (858) 5 V7 1444 Fax (858)5.17 W() Branch 14467 Meridian Parkway Bldg 2A Riverside CA425I8 Tel (45 1 I 651 4444 Fax («5 1) 651 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 02035 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 5/21/2008 6/11/2008 6/1 1/2008 6/11/2008 Nominal Si/e 6X12 6X 12 6X 12 6X 12 Actual Area (Sq Inch) 2827 2827 2827 2827 Load (Ibs ) 104520 Strength (psi) 3 700 Typt of Fracl ure Shear Specified Strength 3000 PSI Sampled By QUYNH VUONG Location TRASH ENCLOSURE NORTH OF MAJOR C Concrete Supplier ROBERTSON S READY MIX Mix No Ticket No 6082913 Water added at Site 1000 gal By CONTRACTOR Cement Type Mix Time 63 mil ASTMCI72 Date Sampled 5/14/2008 Date Received 5/15/2008 Concrete Temp 63 Ambient Temp "F ASTM C1064 °F ASTM C1064 Slump 500 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 Corporate 2002 E Lu Palma Avenue Suite A Anaheim CA 02806 Tel (714)612 2000 Fax (714) 612 2074 Branch 71II Carroll Road Suite G San Diego CA 02121 Tel (858)517 1000 Fax (858)537 1000 Branch 14467 Meridian Parkway Bids; 2A Riverside CA025IS Tel (05 I)651 4000 Fax (051)651 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 02050 File No N/A Permit No N/A Project No I424A20 Project Name BRESSI RANCH VILLAGE CENTI R CARLSBAD GATEWAY ROAD CARLSBAD CA * Age (Days) 7 28 28 28 H Date Tested 5/22/2008 6/12/2008 6/12/2008 6/12/2008 Nominal Size 6X 12 6X 12 6X 12 6X 12 Actual Area (Sq Inch) 2827 2827 2827 2827 Load (Ibs) 130080 153 700 155 280 Strength (psi) 4 600 5 440 5 490 Typ< of Fraclure Shcir Shcjr Shear Specified Strength 3000 PSI Sampled By Ql'YNH VUONG Location FOUNDATION FOOTING @ (3 9 A 1) SHOP C Concrete Supplier SUPERIOR READY MIX Mix No 8375P Ticket No 115520 Water added at Site gal By Cement Type Mix Time 81 mm ASTMC172 Date Sampled 5/15/2008 Date Re< eived 5/16/2008 Concrete Temp 65 Ambient Temp "F ASTM C1064 "F ASTM C1064 Slump 400 m 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 5460 PSI 28 day compression test complies with the specified strength Corporate 2^)2 E Ij Palma Avenue Suite A Anaheim CA <)2806 Tel (714)632 24<W Fax (714)612 2')74 Branch 7111 Carroll Road Suite G San Diego CA 42121 Tel (858)517 1(W4 Fax (858)5.17 1<WO Branch 14467 Meridian Parkway Bldg 2A Riverside CA')2518 Tel 051)651 4W) Fax (451 ] 651 4666 Report of COMPRESSIVE STRENGTH CONCRETE ASTM C39 CITY OF CARLSBAD BLDG INSPECTION DEPT 1635 F-ARADAY AVENUE CARLSBAD CA 92008 Client LNR PROPERTY CORPORATION Set No 802791 File No N/A Permit No N/A Project No 1424A20 Project Name BRESSI RANCH VILLAGE CENT! R CARLSBAD 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 6 X 12 6X 12 Actual Area (Sq Inch) 2827 2827 2827 2827 Load (Ibs) 136090 Strength (psi) 4810 Type of Fracture Shcir Specified Strength 5000 PSI Sampled By SCOTT VAWSER ASTM C172 Date Sampled 9/2/2008 Date Received 9/3/2008 Location BUILDING MAJOR C - FOOTING SITE WALL GRID LINE D 25 / 3 - 4 Concrete Supplier Mix No 5033002 Ticket No 275139 Water added at Site Cement Type HANSON AGGREGATES gal By Mix Time 50 Concrete Temp 91 Ambient Temp "F ASTM C1064 "F ASTM C1064 Slump 3 50 in ASTM C143 Tested at San Dtcao 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 Corporate 2992 E La Palma Ave Anaheim CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 MTGL Project # Permit # San Diego/Imperial Cou 7313 Carroll Rd Ste G San Diego CA92121 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 #. OSA/OSHPDAPPL#. DSA/LEA#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 PROJECT NAME \/tLL46,£ <"f?Jr£ir TIMEARRWED -7- /T- 3f TIME DEPARTED ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR SUB COMTRACTOR INSPECTION ADDRESS TYPE OF INSPECTION n ENGINEERED FILL L] FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE D SHOTCRETE CONCRETE rj MASONRY L~ HIGH STRENGTH BOLTING L] WELDING D SHOP WELD n FIREPROOFING n ANCHOR/DOWEL D NDE FIELD LJ NDE SHOP CEILING WIREnnn *f SI DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS SOIL REPORT Y Li NL~ N n SPECS Y APPROVED NO ;HOPDRAWING Yd NCI MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) AREA GRID LINES PIECES INSPECTED STRUCTURAL NOTES DETAIL OR RFIS USED REMARKS INCLUD/NB - OUT. T.S. REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WASS WAS NOT [J Inspected in accordance with the requirements of the DSA/OSHPQ approved documents MATERIAL SAMPLING WASD WAS NOTH Performed in accordance with DSA/OSHPflfPROJECT cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District iproved documents THE WORK INSPECTED METG DIDUd£ttE£Tf£ THE requirements of the DSA/OSHPjyP%fJECT^pprovecf"documenls Samples taken. Weatbar /'{•( ft*. _ Temp. Certificatio Verified by www mtghnc com MTGL Project # Permit # Corporate 2992 E La Raima Ave Anaheim CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 Ste A San Diego/Imperial Coil 7313 Carroll Rd Ste G San Diego, CA92121 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 #. Report #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 UECT NAME fyi K \ \\J t }DATE T77T7 A* TIMEARRIVEB b . . TIME DEPARTEDC\ ENGINEER ir TRAVEL TIME LUNCH TIME CONTRACTOR iUB CONTRACTOR 'NSPECTK5N ADDRESS ADDRESS OF PROJEC TYPE OF INSPECTION 1\ ENGINEERED FILL G FOUNDATION D BACK FILL D BATCH PLANT , D PT CONCRETE n SHOTCRETE D CONCRETE 5S MASONRY LJ HIGH STRENGTH BOLTING D WELDING D SHOP WELD n FIREPROOFING D ANCHOR/DOWEL D NDE FIELD n NDE SHOP CEILING WIRE Dan DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS SOIL REPORT YD ND NUT' SPECS YD} ND APPROVED SHOP DRAWING Y C] N D MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) r ,, c \ \ -,~^ \ ^ Vo^ C« >•> CN .) 1 C a * CONTRACTORS EQUIPMENT / MANPOWER USED AREA GRID LINES PIECES INSPECTED rof STRUCTURAL NOTES DETAIL OR RFIS USED L REWORK/i PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WASB> WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents — *" MATERIAL SAMPLING WASjJB: WAS NOTU 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 L> DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken 'j f f. ^ o JT^> Weather ( l.iw^-y Temp *1 < ' & ' Signature of Special Inspector Print Name Certification Verified by www mtglinc com MTGL Prefect #_L_L Permit #_J Report #_ 2992 E La Raima Ave Ste A Anaheim, CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 ^l o San Diego/Imperial Coi 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, CA 92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 8004912990 DAILY INSPECTION REPORT 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 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 DATE5 TIMEAfcRIV fe o IIVED TIMEE DEPARTED3 o ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR SUB INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION ENGINEERED FILL D FOUNDATION D BACK FILL D BATCH PLANT D PT CONCRETE n SHOTCRETE a CONCRETE D MASONRY D HIGH STRENGTH BOLTING D WELDING D SHOP WELD D FIREPROOFING n ANCHOR/DOWEL D NDE FIELD D NDESHOP D CEILING WIRE D . D D DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS SOIL REPORT Yn ND SPECS Y§} ND APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) A/f^CONTRACTORS EQUIPMENT/ MANPOWER USED STRUCTURAL NOTES DETAIL OR RFIS USED ff 1 Vc Voi (To p f REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS^fWASNOtD Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WAS Or WAS NOT D N/AD Performed in accordance with DSA/OSHPD/PROJECT approved documents THE WORK INSPECTED MET O*DID NOT MEET a THE requirements of theDSA/OSHPD/PROJECT approved docume Samples taken ^ JC^ oJ ^ C*-j Weather S\ +. - i~ w Temp "7 T^r cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner Signature of Special Inspector J M Certificatei Verified by, Print Name 4tb 07-2.107 www mtglmc com Corporate 2992 f La Raima Ave Ste Anaheim CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 8004912990 MTGL Project # \M ? L) ft, 7 Permit # £ Q "7 1 <3 " Report if* San Diego/Imperial CDUI A 7313 Carroll Rd Ste G San Diego, CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 888 844 5060 / 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 P6 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 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 i*JARCHITECT M l/^ov/-^ TIME ARRIVED TIME DEPARTED ^Q=_ ilNEER TRAVELTIME LUNCHTIMF CONTRACTOR SUB CONTRACTOR ADDRESS OF PRCJJECTINSPECTION ADDRESS TYPE OF INSPECTION 3 ENGINEERED FILL i i FOUNDATION LJ BACK FILL n BATCH PLANT D PT CONCRETE D SHOTCRETE ^CONCRETE ly MASONRY D HIGH STRENGTH BOLTING C WELDING D SHOP WELD LJ FIREPROOFING D ANCHOR/DOWEL D NDE FIELD C NDE SHOP G CEILING WIREn n DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y3 ND SOIL REPORT YD SPECS YD ND APPROVED SHOP DRAWING Y D N D 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 -G-C t\ '> *~\> I - ' •- ^ '• V ^ ^ \•sr«se y?i/ ^f I .. S\ f I L^ fj- ju i- u -• «,, REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS fy WAS NOT D 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 MET 5), DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken . Weather - Temp i> ^ff5S5W Anaheim OA 9?80fi V^^lITiTffl^. Tel 7146322999.^UUUJ^ Fax 714 632 2974 i www mtghnc com Dispatch 800 491 2990 MTGLPrO|6Ct# \ ^ t *f A ? C> mm. m m*DAIIPermit# C \So 7 | C| \ \ Report # PG DF San Diego/Imperial Co«MlP'| 731 3 Carroll Rd Ste G ^*f | San Diego CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 LY INSPECTION " REPORT DSA/LE Inland Empire 14467 Meridian Pkwy , Bldg 2-A Riverside CA92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 f File # ^DAPPL# A# 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 ^ , ARCHITECT . .f<L fl\-lt'l AA l/OoiS >^. frs* ENGINEER CONTRACTOR INSPECTION ADDRESS TYPE OF INSPECTION D BATCH PLANT D ENGINEERED FILL D PT CONCRETE D FOUNDATION D SHOTCRETE n BACK FILL Q CONCRETE DSA/OSHPD/PROJECT AVAILABLE APPROVED DOCUMENTS APPROVED PLANS Y 5^ N D DATE , TIME ARRIVED 5f O ;.^£* kt TRAVEL TIME SUB CONTRACTOR ^ ADDRESS OF PROJECT D MASONRY D FIREPROOFING D HIGH STRENGTH BOLTING D ANCHOR/DOWEL D WELDING Li NDE FIELD H SHOP WELD n NDE SHOP TIME DEPARTED LUNCH TIME D CEILING WIRE B- &J> fy A ^ Dn SOIL REPORT YD ND SPECS YSfrNLJ APPROVED SHOP DRAWING YH ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) P- V* :jf , § & \ CONTRACTORS EQUIPMENT / MANPOWER USED i /j | i . /\ ARE/LGRID LINES PIECES INSPECTED J n .-» IP f — Pi? W I-A lAC^\ -J ¥\ £,->' 1 v f j I . * .-. 4" S, /aL 0 M hs&df? / ,c, (£> fl-B J (fa-B )y ^^ ^ * / f • y (2T> «• 1 - ^ STRUCTURAL NOTES DETAIL OR RFIS USED C C 1. REMARKS INCLUDING MEETINGS fyVfi' frofinn Cfi fX*-v i '•• i pr i. Vi "• n O^ A/ * .•>( fid lC" AOOt/C r\r \ t^ 4-o ^A f r ^ - A / } ; P t ; * 4 ^e / o s V r. ) kx\ i j i- o/ '"c i \\ c€ ) IAI C'/C ! >-* i ^> C C V c/^f _T r \ ).'1 <J~-G V ^.A l^\ <\ J -f P>^* I ^ REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS R WAS NOT D Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WASP WAS NOTD N/AZI Performed in accordance witht)SA/OSHPD/PROJECT approved documents cc Project Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METV DID NOT MEET D THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken Weather jTi.i-- v* v / Temp a Signature of Special Inspector Prmt Name Certificate Verified by www mtghnc com Corporate; ...._,_ 2992 E l> Palma Ave "Ste A Anaheim CA 92806 Tel 7146322999 Fax 714 632 2974 Dispatch 800 491 2990 San Diego/Imperial Coui 7313 Carroll Rd Ste G San Diego CA92121 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 MTGL Project I J^iT. Permit # C &o ft i Report # PG Special Inspection Repor Separate reports shall be PROJECT NAME ARCHITECT £>U\la M. I/ EUGINEE'R CONTRACTOR /dfVW^Y INSPECTION ADDRESS TYPE OF INSPECTION 3 ENGINEERED BU. n FOUNDATION D BACK FILL DSA/OSHPD/PROJECT, APPROVED DOCUMEN MATERIALS USED BY CONTRAv r*\**<2 \s\ )n>rt*\ CONTRACTORS EQUIPMENT/ AREA GRID LINES £IECES IN Jka« 'Y' STRUCTURAL NOTES DETAIL RSMARKS INCLUaiNB MCE1 \ PJT fr, *• >v> p ci £> /:?, ^tie r> ? e . qj K/i•• / Tf *™ REWORK AS PERC THE WORK WASJ»W Inspected in accordance approved documents MATCDIAI OAUni IUn </ A7o ),w DF _.«_.____.-,,___ -%,_._-.._. DSA/CITY File #DAILY INSPECTION BE-BAB'V DSA/OSHPOAPPL#REPORT DSA/LEA# must be distributed to the parties listed below within 14 days of the inspection Reports of non compliant conditions must be distributed immediately repared for each type of special inspection on a daily basis Each report shall be completed and signed by the special inspector conducting the inspection DATE i I V\ \j\\\ &c\e. (evAevV S"/i?/^>y TIME*RRIVEC TIME DEPARTED TRAVEL TIME LUNCH TIME [j BATCH PLANT LI PT CONCRETE LJ SHOTCRETE ^1 CONCRETE AVAILABLE S APPROVED PLANS Yl^ SUBCONTRACTOR ADDRESS OFPROJECT D MASONRY G FIREPROOFING D CEILING WIRE [1 HIGH STRENGTH BOLTING n ANCHOR/DOWEL IB f~^J&f~~ El WELDING :J NDE FIELD D D SHOP WELD n NDE SHOP D SOIL REPORT YD ND SPECS YS^ND NH APPROVED SHOP DRAWING YD ND TOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) ANPOWER USED PECTED P^W^i ft ffto ?' pav^, i ft rf*o vi1 ^05. ^ali^tfr^oJ,^ /S> <$*>& (2-R }(?'£- ^»o 6oi,,^v.i ^.f.^.f' ^3 ^v«^ VB-Z) ( V-^ '^Iti ^Lu.^ r /"-.,,:,],_, /£) 1^*, A //3-?) /O-^ J- ;/ X OR RFIS USED res fli i^r ) a^UftV. o^ r> lo^-ou^ ji/'/ J cLMC fcOv^CoVfUua S+e*\ WG^T ^\oofA/d ^^^or^Oe^ \0 Sr*f,~r Gti-. J rAot^'e** Cf / J ENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE \SNOTD THE WORK INSPECTED MET* DID NOT MEET D inth the requirements of the DSA/OSHPD/PROJECT THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken //A IAIACV^L IAMC nmrrn M/A rn Weather fJ(-,ij<r:v-~f Temp "io " /^ Performed in accordance witrf'DSA/OSHPD/PROJECT approved documents cc Project Architect Structural Engineer DSA Regional Office School District Contractor Building Department Owner ~f Signature of Special Inspector Print Name Certificati Verified by FOOTING OBSERVATION SUMMARY Leighton and Associates, Inc Project Name Location Plan File No \ S.•+ Date Project No ooq\ - Permit No Unit/Phase/Lot(s) Referenced Geotechnical Report(s) Observation Summary Initials A representative of Leighton and Associates observed onsite soil conditions Soil conditions at ig- Date the site are substantially in conformance with those assumed in the geotechnical report Initials 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 _Date conformance with recommendations of the geotechnical report Initials _Date Initials o«r Date 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 SV\ 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 m^y 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 ram, 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, bearing values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading For Leighton ancms^bciates, Inc Date 3930 R 1 05 FIELD COPY