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Home My WebLink About2675 GATEWAY RD; BLDG F; CB072913; Permit05-19-2008 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB072913 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 2675 GATEWAY RD CBAD COMMIND Sub Type COMM 2131910800 Lot# 0 $301,66220 Construction Type VN Reference # CT060024 BRESSIVILL BLDG F 6,020 SF SHELL 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 04/30/2008 04/30/2008 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 $1,274 97 Meter Size $0 00 Add'l Reel Water Con Fee $828 73 Meter Fee ($433 00) SDCWA Fee $0 00 CFD Payoff Fee $6335 PFF (3105540) $2,408 00 PFF (4305540) $000 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $0 00 Traffic Impact Fee (4305541) $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $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 $7,18800 $15,961 43 $5,490 25 $000 $000 $000 $12,63000 $000 $6300 $61000 $6900 $000 $6,61320 $000 $000 $000 $60,693 93 Total Fees $60,693 93 Total Payments To Date $60,693 93 Balance Due $000 Inspector FINAL APPROVAL Date Clearance l / 'NOTICE Please take NOflCEfthat approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions 7 You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired Page 1 of 1 Christine Wauschek - Bressi Ranch Village Center From: To: Date: Subject: "Michael Elliott" <mikeelhott2@cox net> "Chnster Westman" <cwest@ci carlsbad ca us>, "Pete Dreibelbis" <pdrei@ci carlsbad ca us>, "Michele Masterson" <nimast@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> 02/26/2009 2 26 PM Bressi Ranch Village Center Attachments: 182 - Bressi Ranch Village Center - Insp3 doc Bressi Ranch Village Center Project Number CT 06-24 Drawing Number 452-9L Stater Bros (Major A) - 2687 Gateway Road - CB073150 2675 Gateway Road - CB072913 -- 2681 Gateway Road - CB072914 Trader Joe's (Major C) - 2629 Gateway Road - CB072907 Landscape inspection comments are attached Approved - Permit cards for all buildings were previously signedon February 11, 2009 file //C \Documents and Settmgs\Cwaus\Local Settmgs\Temp\XPgrpwise\49A6A687GW 03/12/2009 City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite Plan Check # Permit # Project Name Address Contact Person DAVID Sewer Dist CA PC 07-64 CB072913 BRESSI VILL BLDG F 6,020 SF SHELL BLDG 2675 GATEWAY RD Phone 7604451279 Water Dist CA Lot Date 01/29/2009 Permit Type COMMIND Sub Type COMM 0 Inspected /l // Bv h faff Inspected Bv Inspected Bv Comments Date / / / /Date Inspected Date Inspected Approved ^ Approved Approved Disapproved Disapproved Disapproved City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWDv»$iLiW Fire Plan Check# PC 07-64 Date QJJW^OOf1 ^ Permit # CB072913 Permit Type COMMIND Project Name BRESSIVILL BLDG F 6,020 SF Sub Type COMM SHELL BLDG Address 2675 GATEWAY RD Lot 0 Contact Person Phone Sewer Dist CA Water Dist CA Inspected By ^_j&f -jor<jA^ Inspected By Inspected By Date «*? V/.Inspected J "12'Q^ Approved /\ Disapproved Approved Disapproved Approved Disapproved Date _ Inspected Date . Inspected Comments City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite Fire , JAN 2 9 2009 Plan Check # Permit tf Project Name Address Contact Person Sewer Dist Inspected , By . V Inspected By Inspected By Comments [Sr.A ( PC 07-64 Date 01/29/2009 CB072913 Permit Type COMMIND BRESSIVILL BLDG F 6,020 SF Sub Type COMM SHELL BLDG 2675 GATEWAY RD Lot 0 DAVID Phone 7604451279 CA Water Dist CA \ 1 Date „•, OO/O^v Inspected j - )Q'^\ Approved I Date Inspected Approved Date Inspected Approved ^Jo\o 5rre /"<:> /JOT C(A&U c "*v^P S J«vvdkS c^./?C ^V," [\ ' A<.£t Disapproved l/\ \ Disapproved Disapproved iGAC^K- /& 'ibt: Inspection List Permit* CB072913 Type COMMIND COMWI BRESSI VILL BLDG F 6,020 SF SHELL BLDG Date Inspection Item 02/11/2009 89 02/10/2009 89 01/29/2009 89 12/22/2008 21 12/11/200822 12/08/2008 22 10/21/2008 19 10/20/200839 09/08/2008 17 09/05/2008 17 08/22/2008 18 08/21/2008 14 08/21/2008 24 08/21/2008 34 08/21/200844 07/30/2008 66 07/28/2008 13 07/28/2008 14 07/25/2008 11 07/25/2008 12 07/25/2008 14 07/25/2008 24 07/17/200883 07/09/2008 15 07/08/2008 13 06/10/2008 11 06/10/2008 12 06/10/2008 31 06/06/2008 1 1 05/23/2008 21 05/23/2008 24 05/12/2008 21 05/12/2008 22 05/09/2008 21 05/09/2008 22 Final Combo Final Combo Final Combo Underground/Under Floor Sewer/Water Service Sewer/Water Service Final Structural Final Electrical Interior Lath/Drywall Interior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Weldm Rough/Topout Rough Electric Rough/Ducts/Dampers Grout Shear Panels/HD's Frame/Steel/Bolting/Weldm Ftg/Foundation/Piers Steel/Bond Beam Frame/Steel/Bolting/Weldm Rough/Topout Roof Sheathing/Ext Shear Roof/Reroof Shear Panels/HD's Ftg/Foundation/Piers Steel/Bond Beam Underground/Conduit-Winn Ftg/Foundation/Piers Underground/Under Floor Rough/Topout Underground/Under Floor Sewer/Water Service Underground/Under Floor Sewer/Water Service Inspector Act Comments PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY JM JM JM JM PY PY PY PY PY PY PY PC PC PY PY PD PD AP PA PA paint roof vents/need all depts Approval PA GREASE INTERCEPTOR PA PA PA PA EMR AP NR AP AP AP AP NR AP TRASH ENCLOSURE AP we AP TRASH ENCLOSURE FTG AP POST FTG DRYPACK CO TIGHTEN Abs AP ROOF DRAINS AP AP AP AP ftg & slab we PA ufer PA POST FTG PA GREASE INTERCEPTOR we AP AP CA ON SITE CA Thursday, March 12 2009 Page 1 of 1 City of Carlsbad Bldg Inspection Request For 02/11/2009 PermiW CB072913 Title BRESSIVILL BLDG F 6,020 SF Description SHELL BLDG Inspector Assignment PY Sub Type COMM 2675 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 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By DAVID OBRIEN Entered By CHRISTINE Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 07-64 PCR08043 ISSUED BRESSI RANCH VILLAGE CENTER DF.FFERED TRUSS SUHMllTAL AI..1. BUILDINGS PCR08044 ISSUED BRESSI RANCH VILLAGE CENTER, RI'-V TO 13 PAGnS( DELTA 4) - PLUMBING/ELEC PCR08089 ISSUED BRF.SSI RANCH VILL CCN BLDG E. DF.l.ETE PARAPET, ADD MANSARD ROOF PCR08095 ISSUED BRESSI RANCH VILLAGE CENTER, ADD DRAIN LINES FOR FIRE SPRINKLER RISER Inspection History Comments paint roof vents/need all depts Approval GREASE INTERCEPTOR EMR Date 02/10/2009 01/29/2009 12/22/2008 12/11/2008 12/08/2008 10/21/2008 10/20/2008 09/08/2008 09/05/2008 08/22/2008 Description 89 Final Combo 89 Final Combo 21 Underground/Under Floor 22 Sewer/Water Service 22 Sewer/Water Service 19 Final Structural 39 Final Electrical 17 Interior Lath/Drywall 17 Interior Lath/Drywall 18 Exterior Lath/Drywall Act PA PA PA PA PA PA PA AP NR AP Insp PY PY PY PY PY PY PY PY PY PY 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 COMPRESS1VE STRENGTH-CONCRETE ASTM C39 CITY OF CARLSBAD-BLDG INSPECTION DEPT 1635 FARADAY AVENUE CARLSBAD. CA 92008 Client LNR PROPERTY CORPORATION Set No 8-02621 File No Permit No Project No Project Name N/A N/A 1424A20 BRESSI RANCH VILLAGE CENTER'CARLSBAD GATEWAY_ROAD ^CARLSBAD. CA * Age (Days) 7 28 28 28 H Date Tested 8/13/2008 9/3/2008 9/3/2008 9/3/2008 Nominal Size 6X 12 6X 12 6X 12 6X 12 Actual Area (Sq Inch) 2827 2827 2827 2827 Load (Ibs) 108.860 159,950 158,700 Strength (psi) 3,850 5,660 5.610 Type of Fracture Shear Shear Cone & Shear Specified Strength 4,500 PSI Sampled By BEN WARREN Location -SHOP F &"G'DIAMOND INFJLL AROUND COLUMNS Concrete Supplier SUPERIOR READY MIX Mix No 8375P Ticket No 124039 Water added at Site gal By Cement Type Mix Time mm ASTMC172 Date Sampled 8/6/2008 Date Received 8/7/2008 Concrete Temp 89 Ambient Temp 75 "F ASTM C1064 °F ASTM C1064 Slump 300 in ASTM C143 Tested at San Diego Remarks PERGULA & TRELLACE NORTH EAST OF MAJOR C 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—v^4s Eduardo Dizon, R C E 5640 PSI 28-day compression test complies with the specified strength FOOTING OBSERVATION SUMMARY Leighton Consulting, Inc A LEIGHTON GROUP COMPANY Project Name Location Plan File No Date Project No Permit No Unit/Phase/Lot(s) Referenced Geotechnical Report(s) Observation Summary Cat^v^ Initials "7-i s--a* Pate Initials -7-25 og Date Initials Date Initials ~7--2f-eff Date A representative of Leighton Consulting observed onsite soil conditions Soil conditions at the site are substantially in conformance with those assumed in the geotechnical report A representative of Leighton Consulting 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 Consulting measured footing setback from slope face The setback was in general accordance with the recommendations of the geotechnical report sVgt &•*• vi / 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 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 Consulting,Date 609 R1-05 CLIENT COPY www mtglmc com MTGL Project f ^P Permit* Report* PG. Corporate 2992 E LaPalmaAve'Ste A Anaheim. CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial Count 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 800 491 2990 DAILY INSPECTION REPORT DF DSA/CITY File # 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 PROJECT NAME DATE ARCHITECT TIME ARRIVED TIME DEPARTED ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION H ENGINEERED FILL II FOUNDATION D BACK FILL D BATCH PLANT H PT CONCRETE H SHOTCRETE IXJ/CONCRETE !"l MASONRY I HIGH STRENGTH BOLTING J WELDING D SHOP WELD D FIREPROOFING 'I] ANCHOR/DOWEL D NDE FIELD D NDESHOP H CEILING WIRE I j . DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE « APPROVED PLANS YQ ND SOIL REPORT YIN.SPECS Yf~ Nil APPROVED SHOP DRAWING YD !\I[H MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) A;/? CONTRACTOR'S EQUIPMENT/ MANPOWER USEDAnn r^ firs 77>/,4 bo~TTol\si AREA GRID LINES PIECES INSPECTED >( H /£. c=> A-r~ IA)/// STRUCTURAL NOTES DETAIL OR RFIS USED REMARKS INCLUDING MEETINGS REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS ^/WAS MOTH Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WAS LY WAS NOT D 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 f THE WORK INSPECTED METliXDID NOT MEETD THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken /UCW"^ Weather .Temp xn Signature.o'f'Speciatlnspe'ctof^ . CertifHI VenfiedUy www mtghnc com Corporate 2992 E 'LatPalma Ave Ste A Anaheim CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial Count 7313 Carroll Rd Ste G San Diego CA92121 Tel 8585373999 Fax 858 537 3990 Dispatch 8888445060 oun^V Inland Empire 14467 Meridian Pkwy Bldg 2 A Riverside CA92518 Tel 951 653 4999 Fax 951 653 4666 Dispatch 800 491 2990 MTGL Proiect # Permit # Report # DAILY INSPECTION REPORT DSA/CITY File # PG 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 PROJECT NAME DATE ARCHITECTC V» \i TIME ARRIVED .TIME DEPARTEDv\ ENGINEER TRAVEL TIME LUNCH TIME 'So w, CONTRACTOR SUB CONTRACTOR INSPECI ION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION n ENGINEERED FILL IJ FOUNDATION D BACK FILL n BATCH PLANT !_' PT CONCRETE n SHOTCRETE jit) CONCRETE HI MASONRY L7I HIGH STRENGTH BOLTING LI WELDING D SHOP WELD HI FIREPROOFING ID ANCHOR/DOWEL L: NDE FIELD II NDE SHOP CEILING WIRE j DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS Y Si N Cl SOIL REPORT YD NT1 SPECS Yl?3 NL1 APPROVED SHOP DRAWING YD NG MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) Mv V & S -X-7SP f f.^o^i CONTRACTORS EQUIPMENT /MANPOWER USED AREA GRID LINES PIECESJNSPECTED g-U!."Vi 3/Kfo OK 4 '' fit1' wj £» i5\ n O -A«ffc> o STRUCTURAL NOTFS DETAIL OR RFIS USED C PI S REMARKS INCLUDING MEE TINGS //. £•/ /^ •h /T* it ' REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS ^' WAS NOT l~ Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WAS^i WAS NOT U N/AL' 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 METKl DID NOT MEETL"1 THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken A 1 e J &± _ *•/ L^jl> <n t>\f/^ f Weather ..Tui.-. »- ^X1 Temp ^?_-?T/Jr' Signature of Special Inspector Certification #-y ^> -•> / </J; y />Jh/i/7?L f }{ Print Name ,/ -^ Verified by www mtghnc com \ Corporate 2992 E La Raima Ave Ste A Anaheim CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 U-San Diego/Imperial County 731 3 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 Proiect # Permit # Report # ___ PG At I -•>DAILY INSPECTION REPORT 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 PROJECT NAME DATE ARCHITECT I CVJol TIME'ARRIVED TIME DEPARTED ENGINEER TRAVEL TIME LUNCH TIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS ADDRESS OF PROJECT TYPE OF INSPECTION D ENGINEERED FILL L FOUNDATION II BACKFILL H BATCH PLANT H PT CONCRETE :.j SHOTCRETE |j CONCRETE G MASONRY Li HIGH STRENGTH BOLTING D WELDING LJ SHOP WELD G FIREPROOFING H ANCHOR/DOWEL n NDE FIELDr: NDE SHOP CEILING WIRE U L1 •J DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YG NL SOIL REPORT YLJ Nu SPECS YP ND APPROVED SHOP DRAWING YJ N MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL TEST REPORTS) A 5\ G<?\ - 10 t>S CONTRACTORS EQUIPMENT / MANPOWER USED AREA GRID LINES PIECES INSPECTEDa & w~.J 6? C o-oo^ 'Or STRUCTURAL NOTES DETAIL OR RFIS USED .6 REMARKS INCLUDING MEETINGS WP C./> "a) lor V ^ REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WASS WAS NOT LI Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WAS 56 WAS NOT U |\|/A u Performed in accordance with DSA/OSHPD/PROJECT approved documents cc Proiect Architect Contractor Structural Engineer Building Department DSA Regional Office Owner School District THE WORK INSPECTED METl? DID NOT MEETC THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken Weather OvJ&/ C C-A V" Temp ~7.9 'EL Signature of Special Inspector Print Name Certification # Verified by /'./\A/ PROJECT DESIGN CONSULTANTS 7111 13 STREET, SUITH 800 SAN DIKCO, CA 92101 619 235 '1471 THE. 6iy 234 0349 I-AX WWW PKOIKCTDKSIGN COM File 321905 June 2, 2008 CITY OF CARLSBAD Building Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 SUBJECT Bressi-Raneh^Village-Genter— Form-Certification,fonJ3uildmg.Shop,R. To Whom It May Concern Project Design Consultants has field-verified the form positions for Bu.iJciingSSriop^il.as1 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 30, 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 date 6-30-09 /* R \WP\CONTRACT\3200\3219 OBFormcertShop F PA15 doc SAN DIEGO PHOKN1X TEMECUI.A BAKEKSFIELD OJ Insulation, LP - Escondido (874) 2061 Aldergrove Ave Escondido, CA 92029 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 *Fiberglass blow has no settling factor for R-values Job Name BRESSI RANCH VILLAGE CENTER Lot No Shop F 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 Sq Feet Job Address EL FUERTE AND GATEWAY STREET CARLSBAD, CA 92008 5900 3330 0 3520 5900 5,900 Date Completed October 14, 2008 Insulation By PROJECT DESIGN CONSULTANTS 701 l3SrKEi:T SuirtSoo SAV DIFCO CA 92101 619 235 6471 TI:L 6] 9 23.) 0349 FAX l\l\W I'KOIFCTDESICS COM File 321905 June 2,2008 CITY OF CARLSBAD Building Department 1635 Faraday Avenue Carlsbad CA 92008-7314 SUBJECT Bressi Ranch Village Center - Form Certification for Building Shop F To Whom It May Concern Project Design Consultants has field-verified the form positions for Building Shop F 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 30, 2008 the building footprint conforms horizontally and vertically within ±0 1-feet to the approved design Sincerely r Lawrence D Naiman, LS Associate LS 5163, Exp 6/30/09 R \WP\CONTRACT\3200\3219 OSFormcertShop F PA 15 doc SAN DIEGO I HOENIX TEMECULA BAKEKSHEI.D www mtglinc com Corporate 2992 E La Raima Ave Anaheim CA 92806 Tel 7146322999 Fax 7146322974 Dispatch 800 491 2990 San Diego/Imperial County^ 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 # . Permit # C 1 3 \ * DAILY INSPECTION REPORT DSA/CITY File # DSA/OSHPDAPPL# DSA/LEA#Report* PG_. DF 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 ARCHITECT TIME ARRIVED TIME DEPARTED ff ' > f"N r ENGINEERA- 3 5 TRAVEL TIME LUNCH TIME CONTRACTOR SUB CONTRACTOR INSPECTION ADDRESS ADDRESS Ol" PROJECI TYPE OF INSPECTION .71 ENGINEERED FILL 2 FOUNDATION n BACK FILL !"_, BATCH PLANT C PT CONCRETE C SHOTCRETE 3«iCONCRETE D MASONRY H HIGH STRENGTH BOLTING C WELDING T SHOP WELD H FIREPROOFING D ANCHOR/DOWEL I , NDE FIELD l_ NDE SHOP LJ CEILING WIRE u D DSA/OSHPD/PROJECT APPROVED DOCUMENTS AVAILABLE APPROVED PLANS YS. NH SOIL REPORT YD SPECS YS NIJ APPROVED SHOP DRAWING YD ND MATERIALS USED BY CONTRACTOR (INCLUDE RESEARCH REPORT NO OR MATERIAL-TEST REPORTS) CONTRACTORS EQUIPMENT / MANPOWER USED AREA GRID LINES PIECES INSPECTED f •*, \ t .O i\. C\ STRUC1URAL NOTES DETAIL OR RFIS USED REMARKS INCLUDING MEETINGS V C e> fli Of >v»Co REWORK AS PERCENT OF ALL WORK TODAY PERCENT PROJECT COMPLETE THE WORK WAS'* WAS NOTD Inspected in accordance with the requirements of the DSA/OSHPD/PROJECT approved documents MATERIAL SAMPLING WASLI WAS NOT n N/AH 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 Si DID NOT MEET H THE requirements of the DSA/OSHPD/PROJECT approved documents Samples taken Weather_JLUjr ^ ±/ Temp _ "3r'±_ ^' _ _ Signature of Special Inspector ' Print Name Certification # > 3 i // Jf K 1— Verified by _/\ \~HTJj^ 1 /^lk^Vt^~>- dX-tv FOOTING OBSERVATION SUMMARY Leighton Consulting, Inc A LEIGHTON GROUP COMPANY Project Name Location Plan File No Date Project No S-10- osr Permit No Unit/Phase/Lot(s) Referenced Geotechnical Report(s) o Observation Summary Initials Initials A representative of Leighton Consulting observed onsite soil conditions Soil conditions at the site are substantially in conformance with those assumed in the geotechnical report A representative of Leighton Consulting 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 Date Initials Date A representative of Leighton Consulting measured footing setback from slope face The setback was in general accordance with the recommendations of the geotechnical report f>\f.. OO T ?^'^-too rv •> y 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 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/dpnsultmg, Inc Date 609 R 1 05 CLIENT COPY