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Home My WebLink About2877 Trails Ln; ; CB153207; PermitResidential Permit Print Date: 01/28/2020 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 2877 Trails Ln BLDG-Residential 1560904100 $387,913.00 Work Class: Lot#: Reference #: Construction Type: Single Family Attached 4 DEV04063 VB # Dwelling Units: 1 3.00 Bathrooms: 3.50 Bedrooms: Orig. Plan Check#: PC130072 Plan Check#: Project Title: TRAILS END Description: TRAILS END-TYPE 2-UNIT 4-SF ATTACHED 2566 SF, 599 SF GAR, 131 SF DECK Applicant: Owner: 4 DESIGN ARCHITECTURE KENNITH L CHRISS TRUST THE PEV FAMILY REVOCABLE TRUST 5505 Cancha De Golf Rancho Santa Fe, CA 92091-4041 760-433-1785 BUILDING PERMIT FEE $2000+ BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL PUBLIC FACILITIES FEES -outside CFD SB1473 GREEN BUILDING STATE STANDARDS FEE SDCWA SYSTEM CAPACITY CHARGE 5/8" Displacement SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION-RESIDENTIAL TRAFFIC IMPACT Residential Condo Outisde CFD WATER METER FEE 1" Displacement WATER SERVICE CONNECTION FEE 5/8" DISPLACEMENT (P) WATER TREATMENT CAPACITY CHARGE 5/8" Displacement Total Fees: $29,695.67 Total Payments To Date: $29,695.67 Status: Applied: Issued: Permit Fina led: (City of Carlsbad Permit No: CB153207 Closed -Finaled 09/29/2015 12/19/2017 Inspector: CRenf Final Inspection: 1/28/2020 10:33:36M Balance Due: $0.00 $1,648.40 $653.88 $66.00 $166.00 $92.00 $182.00 $13,576.96 $16.00 $5,029.00 $934.00 $50.43 $2,632.00 $352.00 $4,169.00 $128.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov PERMIT INSPECTION HISTORY REPORT (CB153207) Permit Type: BLDG-Residential Application Date: 09/29/2015 Owner: Work Class: Single Family Attached Issue Date: 12/19/2017 Subdivision: Status: Closed -Finaled Expiration Date: 05/11/2020 Address: IVR Number: 709465 Scheduled Date Actual Start Date Inspection Type Inspection No. 07/26/2019 07/26/2019 BLDG-17 Interior Lath/Drywall 098822-2019 Checklist Item BLDG-Building Deficiency 08/01/2019 08/01/2019 BLDG-82 Drywall, 099336-2019 Exterior Lath, Gas Test, Hot Mop Checklist Item BLDG-Building Deficiency BLDG-17 Interior Lath-Drywall BLDG-18 Exterior Lath and Drywall BLDG-23 Gas-Test-Repairs 09/23/2019 09/23/2019 BLDG-21 Underground/Unde 104817-2019 rfloor Plumbing Checklist Item BLDG-Building Deficiency 11/13/2019 11113/2019 BLDG-33 Service 110537-2019 Change/Upgrade 01128/2020 01/28/2020 BLDG-Final Inspection January 28, 2020 Checklist Item BLDG-Building Deficiency 117619-2020 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Inspection Status Primary Inspector Partial Pass Chris Renfro COMMENTS 1st Layer drywall at all party walls. Partial Pass Chris Renfro COMMENTS Need to fill gas to 15 psi Partial Pass Chris Renfro COMMENTS Back.flow PVC to Main connection underground. OK to backfill Passed Chris Renfro COMMENTS Passed Chris Renfro COMMENTS -. ------------------------ TRUST THE PEV FAMILY REVOCABLE TRUST 2877 Trails Ln Carlsbad, CA Reinspection Reinspection Passed Yes Re inspection Passed Yes Yes Yes No Reinspection Passed Yes Passed Yes Passed Yes Yes Yes Yes Yes Complete Incomplete Incomplete Incomplete Complete Complete Page4of4 PERMIT INSPECTION HISTORY REPORT (CB153207) Permit Type: BLDG-Residential Application Date: 09/29/2015 Owner: TRUST THE PEV FAMILY REVOCABLE TRUST Work Class: Single Family Attached Issue Date: 12/19/2017 Subdivision: Status: Closed -Finaled Expiration Date: 05/11/2020 -Address: 2877 Trails Ln IVR Number: 709465 Carlsbad, CA Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/24/2019 06/24/2019 BLDG-16 Insulation 095390-2019 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/0312019 07103/2019 BLDG-13 Shear 096470-2019 Partial Pass Chris Renfro Re inspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/1112019 07111/2019 BLOG-17 Interior 097173-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07117/2019 07/1712019 BLDG-84 Rough 097764-2019 Passed Chris Renfro Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 07/19/2019 07/19/2019 BLDG-27 Shower 098083-2019 Passed Chris Renfro Complete PanfTubs Checklist Item COMMENTS Passed BLOG-Building Deficiency Yes 07/22/2019 07122/2019 BLDG-16 Insulation 098228-2019 Partial Pass Chris Renfro Re inspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/23/2019 07/23/2019 BLDG-17 Interior 098360-2019 Partial Pass Chris Renfro Re inspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes January 28, 2020 Page 3 of4 -~--1/~•-. PERMIT INSPECTION HISTORY REPORT (CB153207) Permit Type: BLDG-Residential Application Date: 09/29/2015 Owner: Work Class: Single Family Attached Issue Date: 12/1912017 Subdivision: Status: Closed -Finaled Expiration Date: 05111/2020 Address: IVR Number: 709465 Scheduled Date Actual Start Date Inspection Type Inspection No. Checklist Item BLDG-Building Deficiency 05/30/2018 05/30/2018 BLDG-66 Grout 059424-2018 Checklist Item BLOG-Building Deficiency 08/27/2018 08/27/2018 BLDG-11 Foundation/Fig/Pier s (Rebar) 068025-2018 Checklist Item BLDG-Building Deficiency 10/23/2018 10/23/2018 BLDG-11 Foundation/Fig/Pier s (Rebar) 073881-2018 Checklist Item BLDG-Building Deficiency 03/21/2019 03/21/2019 BLDG-14 Frame/Steel/Boltin g/Weldlng (Decks) 086575-2019 Checklist Item BLDG-Building Deficiency 04/08/2019 04/08/2019 BLDG-14 Frame/Steel/Boltin g/Welding (Decks) 088197-2019 Checklist Item BLDG-Building Deficiency 05/16/2019 05/16/2019 BLDG-15 092035-2019 Rool/ReRoof (Patio) Checklist Item BLDG-Building Deficiency 06/03/2019 06/03/2019 BLDG-18 Exterior 093456-2019 Lath/Drywall Checklist Item BLDG-Building Deficiency 06/05/2019 06/05/2019 BLDG-13 Shear Panels/HO (ok to wrap} January 28, 2020 093742-2019 Inspection Status Primary Inspector COMMENTS Partial Pass Paul Burnette COMMENTS Cancelled Paul Burnette COMMENTS Partial Pass Tim Frazee COMMENTS Footings Check Partial Pass Tim Frazee COMMENTS Passed Tim Frazee COMMENTS 2nd floor sheathing nailing OK Passed Paul Burnette COMMENTS Failed Chris Renfro COMMENTS Not ready Passed Chris Renfro TRUST THE PEV FAMILY REVOCABLE TRUST 2877 Trails Ln Carlsbad, CA Reinspection Complete Passed Yes Reinspection Incomplete Passed No Re inspection Complete Passed No Reinspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Complete Passed Yes Complete Passed No Reinspection Complete Passed No Complete Page 2 of4 PERMIT INSPECTION HISTORY REPORT (CB153207) Permit Type: BLDG-Residential Application Date: 09/29/2015 Owner: TRUST THE PEV FAMILY REVOCABLE TRUST Work Class: Single Family Attached Issue Date: 12/19/2017 Subdivision: Status: Closed -Finaled Expiration Date: 05/11/2020 Address: 2877 Trails Ln IVR Number: 709465 Carlsbad, CA Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Complete Date Start Date Reinspection 12/21/2017 12/21/2017 BLDG-21 044154-2017 Passed Paul Burnette Complete Underground/Unde rfloor Plumbing Checklist Item COMMENTS Passed BLOG-Building Deficiency Yes 01/23/2018 01/23/2018 BLDG-11 046586-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/01/2018 02/01/2018 BLDG-11 047540-2018 Cancelled Paul Burnette Reinspection Complete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/02/2018 02/02/2018 BLDG-11 047705-2018 Passed Tim Frazee Complete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 02/22/2018 02/22/2018 BLDG-11 049585-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/09/2018 03/09/2018 BLDG-11 051143-2018 Passed Paul Burnette Complete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/08/2018 05/08/2018 BLDG-21 057306-2018 Passed Paul Burnette Complete UndergroundlUnde rfloor Plumbing Checklist Item COMMENTS Passed BLOG-Building Deficiency Yes 05/18/2018 05/18/2018 BLDG-11 058402-2018 Passed Paul Burnette Complete Foundation/Ftg/Pier s (Rebar) January 28, 2020 Page 1 of4 . -'"-~--.-~ ~~, RECORD COPY ~ CITY or, CB153207 2877 TRAILS LN CARLSBAD INSPECTION RECORD Building Division TRAILS END-TYPE 2-UNIT 4-SF A TT ACHED 2566 SF. 599 SF GAR. 131 SF DECK G:I INSPECTION RECORD CARD WITH APPROVED PLANS MUST Bl! KEPT ON THE JOB 0 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602•2725 OR GO TO: www.carJsbadca.goy/BuHding AND CLICK ON "Request Inspection" DATE: \Z.- DEV04063 PC130072 1560904100 12/14/2017 CB153207 If "YES'" ls checlH:d below that Division·s ~ipptuval is rcquilcd prior to rc:qm:sting a Final Buiiding ln~,pcction. If you hil\lt: any lJlH!~liom, please t;;tll the applic,1blc divisions at the phone 1111m1Jers provided below. After all requir1:tl ;ipproval~ are signed off· fax to 7b0-602-85li0. email to lildg11E:>()CCtions(,1carlsh<Hlca . .1,,~ov or hrrng in a COPY of this canl to: lGJ!) Faraday Ave. C;ul.,,had. Required Prior to Requesting Building Final If Checked YES Planning/Landscape 760-944-ll463 Allow 48 hours CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm Fire Prevention 760-602-4660 Allow 48 hours Type of Inspection CODE it ELECTRICAL Date Inspector #31 IC UNDERGROUND □ UFER #12 REINFORCED STEEL #34 #66 .MASONRY PRE GROUT #33 □ GROUT □ WALL DRAINS #10 TILT PANELS #11 POUR STRIPS #11 COLUMN FOOTINGS #14 SUBFRAME OOR □ CEILING #15 ROOF SHEATHING #13 EXT. SHEAR PANELS #16 INSUIATION #18 EXTERIOR LATH #17 INTERIOR LATH & DRYWALL #51 POOL EXCA/STEEI/BOND/FENCE DRYWALL,EXT IATH, GAS TES (17,18,23) #55 PREPLASIER/ANAL #83 ROOF SH EATING, EXT SHEAR (13,15) #19 FINAL #84 FRAME ROUGH COMBO ( 14,24,34,44) Ins ector #85 T-Bar 114,24,34,441 □ SEWER&B1/CO □ Pl/CO #21 UNDERGROUND □WASTE □ WTR Ins #24 TOP OUT D WASTE D WTR #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 □GAS TEST 0 GAS PIPING A/5 UNDERGROUND RUSH #2S WATER HEATER A/S OVERHEAD VISUAL #28 SOIARWATER A/5 OVERHEAD HYDROSTATIC #29 FINAL A/S ANAL coor: n STORM WATER F/AROUGH•IN #600 PRE-CONSTRUCTION MEEnNG F/AANAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINOUISHINO SYSTEM ANAL #609 NOTICE OF VIOLATION MEDICAL OAS PRESSURE TEST #610 VERBAL WARNING MEDICAL GAS ANAL REV 1012016 SEE BACK FOR SPECIAL NOTES , I --·-,.-W.0. bt.:"' -' ~ -'-- DATE / L-L--'l-I 7 NAME /:2.C,h..1SmA ✓~ HOURS. ______ _ _G_eotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: -=-l,_,i<./::::.-... P"-1 .;..r"la..1:A;;;:,_..,,b:::....:.;.::.;l..:..l ..l:.V.;;:·c,:....,1.-::;L;_{_'-="';:.._ ___ Project Name: _-. __ .,_/~(--=-:t,,'""d.'""' .. '-'-1-','-/'>'---CL=~----'-1.,;,;;·::;_. ______ _ j _,... / ,.,,,...... ~ ,/ --;--. r f • 1 l / , -r V'-/-JY Location/Tract: _,,:__, ~n::::.!':....'.!.J .l..i ,,::_.5---1.l ... -::-::'-•'?..!...::.)~. __;;;l..:.::..-·..:..1._;,_<-~1.::..-'__.b;..::. :.:::A.:..:J.::.' __ .::::l_,,::::;_,;,,...._ __ ..:.____,;;,._ ____________ _ ., Unit/Phase/Lot(s): _i.,_"...;:-r_· =-J _..::.7..,:./-l-?"---'-._..:.7..!./..::.1u::..· _,_. __ /J:.,.:'l:...:;-=z;;__,,:____1_?.:...l .... •';_~_1/ ______________ _ , . I .,..-, 'J' I ;·--J r / ,f' Referenced Geotechnical Report(s): ---='_,,,.:;..,., ..:..·:,;;;:..;" n;..;f-'-:....~-~.,_..:..li..::0:::......1 _:·-,_=-) ..:..;_·-:__.:1_...,,,__-:b::;.-·_-..,ab.::..-·--_l_b __________ _ ,tr Observation Summary /,/ ,,. IL/i-7 . /_,,· fl,, /i 1 ' ---· ·, . .;'~ ,,..,. nk1 , /-· tl-/n ' Initials Date Initials Date Initials Date Initials Date A representative of GeoSoils, Inc. observed onsite soil and footing trench conditions. Soil conditions in the trench are generally free of loose soil and debris, non-yielding and uniform, and plumb; and are in general conformance with those indicated in the geotechnical report. A representative of GeoSoils, Inc. observed and reviewed footing excavation depth/width. Footing excavations generally extend to proper depth and bearing strata, and are in general conformance with recommendations of !he geotechnical report. A representative of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The setback was in general accordance with the recommendations of the geotechnical report. I Notes to Superintendent/Foreman 3. 4. Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. Based on expansion potential of underlying soils, presoaking of soil below slabs may be recommended. Consult the geotechnical report for presoaking recommendations. We note that clayey soils may tak~!:_xtended period of time for such, and the contractor should schedule according!YJVY €c:.:? /'-7v/ .r I'~ 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 and/or testing. This memo does not confirm the minimum footing dimension as required by the project structural engineer's design, if different from the geotechnical report. Notes to Building Inspector Soil compaction test results, as well as depth of fill, relative compaction, bearing values, corrosivity, and soil expansion index test results are contained in the As-Graded Geotechnical or Final-Compaction Report provided at the completion ~grading. ,,.1// _ ,,,-:, / /./ . t??:.:2.___~-----·-·-· - 5741 Palmer Way Carlsbad, CA 92008 (760) 438-3155 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 Representative of GeoSoils, Inc. 26590 Madison Ave. Murrieta, CA 92562 (951) 677-9651 [ /UeSDA-'-{ \ W.0. 0 ½35 -C DATE_l_-_1-._-_l_t?,~- NAME 1\..-t t kE ..5c:r-..V\- HOURS __ 1-_. o ___ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: D 6 N N A Dn..,\/E:, lcL C Project Name: 1,n., v\-i t__ s ~Nb Location/Tract: J(l A 1 1.-s i::::=-ND C Ai"<.l S /3 AP c., 01--1-/Lf Unit/Phase/Lot(s): __ l---=o--'-r""""s'---_\ '-/ -'-"2...---,-----"3:;....:_/ Y;~J-"""".5~/-=fo:....,,.,1r-------'(~1 _-_(,._..;) _______ _ Referenced Geotechnical Report(s): ---'D;....;..rt_,_·, ___ ,... E:_____._Q _ __._/-=()_-__ 3:;;..l;...-_1_7.a.......___b-"'---_---=6"------'-/--'(,'---_______ _ I Observation Summary tM5 Initials l / -:d 19, Date A representative of GeoSoils, Inc. observed onsite soil and footing trench conditions. Soil conditions in the trench are generally free of loose soil and debris, non-yielding and uniform, and plumb; and are in general conformance with those indicated in the geotechnical report. ,)A S Initials A representative of GeoSoils, Inc. observed and reviewed footing excavation depth/width. Footing excavations generally extend to proper depth and bearing strata, and are in general conformance with recommendations of the geotechnical report. I h/18 Date t'vi. S Initials A representative of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The setback was in general accordance with the recommendations of the geotechnical report. 1 I "2 I I a Date vL,t 5 Initials PE.Rf-.on.w.Eb 51=L.G-c.r ,,.., Pn..c,RtN(, ON UNDEn.'5LCAd vnur--f T.-:Z€.-Jl'..t1i::-:r. l"'\<..11 ,iz 1/ 1-l 1R Date P,r'tof:\\r-•'(,, I.r,H"'.>l CY,tcJ Tt+t'<-r ,..-z..el'.IC.H£s lJ>"lc.kr-,1..1.. tS R.&L,;--,,,;11'-/ c_o,,,,..,p v+<...T A~I) S'u(rA t"\LE f"on... "Tl"lE .J:°V'--lfta=..-,Ot;C> u.5€" Notes to Superintendent/Foreman Ci.-; 2. 3 . 4. Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. Based on expansion potential of underlying soils, presoaking of soil below slabs maybe recommended. Consult the geotechnical report for presoaking recommendations. We note that clayey soils may take an extended period of time for such, and the contractor should schedule accordingly. ;¾--/<6e p Mo Is r ~ 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 and/or testing. This memo does not confirm the minimum footing dimension as required by the project structural engineer's design, if different from the geotechnical report. Notes to Building Inspector Soil compaction test results, as well as depth offill, relative compaction, bearing values, corrosivity, and soil expansion index test results are contained in the As-Graded Geotechnical or Final Compaction Report provided at the completion of grading. 5741 Palmer Way Carlsbad, CA 92008 1446 E. Chestnut Ave. Santa Ana, CA 92701 Representative of Giro-SOils, Inc. 26590 Madison Ave. Murrieta, CA 92562 January 3, 2018 . . ;,~, 1 GEOCENTRIC LA~D SI RVLY!Ni~ .,\.;'\D MAP'Pl'.\t; To Whom It May Concern: Subject: Trails End, Donna Drive, Carlsbad Geocentric Land Surveying performed an as-built field survey on January 3, 2018 and found the lower level building forms for buildings numbers 1 through 14 to substantially conform to the line and grade as shown on the approved Precise Grading Plan. As such conforms to all building setbacks. Sincerely, Lorne DaPron PLS 7824 No. 7B24 '.: l.'5() \ Ctnt.n.: (·!LY Pkv,y Ssi!lt..: B, FsconJid,1 l :\. 9:?.l\26 uJ ?fil.1 2tJ7.'782-t fa:,,_ 760.7·L5 /~24 \-V \ \'\V -SCDCC!1 l r.t '-.:'-ill rvey .(0.ff) May 17, 2018 To Whom It May Concern: Subject: Trails End, Donna Drive, Carlsbad Geocentric Land Surveying performed an as-built field survey on May 9, 2018 and found the first floor building forms for buildings numbers 3 through 6 to substantially conform to the line and grade as shown on the approved Precise Grading Plan. As such conforms to all building setbacks. Sincerely, Lorne DaPron PLS 7824 No. 7824 2L50 ~-Centre ("ity Pk\vy Suitt: B, Escondid() C:A. 92026 tel: 760.207.782-¾ fax: 760.745.7824 · \V\V\:;,r_g1,;ocemr.icsurvt:y.~om I !~ ) I I PA0~2::1.5;, PLAN t 31070 231.72 31071 231.BIJ 31072 ____ •231.ea 31075 _____ 229.lO .___ 031075 229.71 / , / / fi!j . .:;1:, .::. m~•;cr•"- -S·,:-' ,' • . . . :: ,•' ~ w.o. &(.,,.85 -c--='~ DATE-....... _~-=~=,-,1-i ~.;_;::; NAME '£:c; HOURS--~-=-~-- (( 1eotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: ____ / .... -a:;.:.91.;;.V..,;.,.V,._',(_,_(' ____ ;::._'r;::,; __ · J/4_'/t ___ C,-__ 1 __ l __ (!_ .. ______ Project Name: _----.... 11/ ...... ...,i ...,lw-=-· ..,.k ..._,1,,/4.;;tl_' ---------- Location{f ract: _..._/.._.~....,.@ .... ~ ... S', .... ""l1=11)_._-__ l _p_/..:1 __ --_· __ v_1-,-_1 ___ l __ ?f._' -_/ __ . 'f _____________________ _ ./, ,-/; Unit/Phase/Lot(s): _ __._.'=4 .... T_-7Sf .... 11'-;',--·.," __ /_v:t_---.(/,:-;r/;--''P_li£_-___________________ _ , ,, I ' ,' J I Referenced Geotechnical Report(s): __ ... _,-..:,.11. ..... -n'""'E...,.v"'-· __._/,--:'lrl.._371, .... ~1_·1_--_--1 __ &7/_tt-;-1_,,I_~ ______________ _ I / , r Observation Summary t 5::' Initials 5,,./lf /19 Date -I A representative of GeoSoils, Inc. observed onsite soil and footing trench conditions. Soil condition: in the trench are generally free of loose soil and d~bris, non-yielding and uniform, and plumb; anc are in general conformance with those indicated in the geotechnical report. ,,,-_,;. Initials .i': !rt i,,!' Date I /' A representative of GeoSoils, Inc. observed and reviewed footing excavation ~epth/width. Footing excavations generally extend to proper depth and bearing strata, and are in general conformance with recommendations of ~he geotechnical report. ( 1?.:C-Initial* A represente.tive of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The . < /11 !!fl' Date s~tback was ·in general .accordance with the ,recommend~tions of the geotechnical report. ' I J~,xv/;f67_ /':P£ :f.,,µf,:;;-tHC41'70/} ;t:l,f.<,i-/,C,,,41'}',,) ~l>:f,"111_!_.v /'1,f'>4__j. ¥·'fr"9-VY'.<e r~tFrATJI?µ / //71P'M; _ ~-,..-, . . tbtlc ' ,..,U-;,..,.,?;-1 f"lfi;t> 727 e~.Cf -7Tv ~V~t..~ .~,t!/:,,d., N r I'(' (?It./ _;::e l'f1'1'i?, V/3'£:r;"~ ,':/ffey-""'#.~ r.lZ>r.', ,.; ,¢ t;:C'" Initials (<,( ,r,,;;,;IK'{7?,uo,&/iJNf!/M#?; 7¥#. lfy tt> v.r.c.:r:!-ot<rN r?cw-'> J:M U/fa-5 NP 4UA1.1~e; .. W'N Ji~~, _;::-/11/Jrr Date tn>,(/~l/7/Yl/,77r>l,//'5j.J/t.'t</Nh·' r.W'7 /.j ,/,· --r'll..t. l!., l FY. ,'i';',.if,i<~,r, /. .,.~ ' I 7 -ro ./'{Jvw7it' .. --Jl~WA'J r.-· ,'; '?iP!//°e&.o ,,-¼/,.P!Z. Tb .'#1..R::J',c-A~ 4 ,.~ rN,VJr f7/.P,t,> 11 f) F ~ '/;17 c;;(; Mt> 1<';1 /If PG{,,!... 1")C-7/ t'4 1l>/Z,e>..r~ I !I .;-/f/(' le.I,.~ 12PA 7'" I 111~;=, i az_ / ' t-"'m r !PC/ Notes to Superintendent/Foreman 't~"l.::.~r /:'-At:/.lo/?L-;_j ·V/ 7 ,iru · r't;?t::: 7M Jt<I 1ih-Il'f:jl' 0?:..5€ J;~11 A (.ji',o'Tfiidl fl lcA·l, .. :, l/.t-1/'lf"PI #/. . . I 1. Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. 2. Based on expansion potential of underlying soil~. presoaking of soil below slabs may be recommended. Consult the geotechnical 'report for presoaking recommendations. We note that clayey soils may take an extended period of time for such, and the contractor should schedule accordingly. -/-,eer-, ffJ(ll~ 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 and/or testing. 4. This memo does not confirm the minimum footing dimension as required by the project structural engineer's design, if different from the geotechnical report. Not•sl o Building Inspector Soil compaction test results, as well as depth of fill, relative compaction, bearing values, corrosivity, and soil expansion index test results are co,ptainecfin UJ.e As-Graded Geotechnical or Final Compaction Report provided at the completion of grading. _ .1 _.,, · ,/ / :,__,/ / ,• / / ),, .. -· ,,,,,, .,,,,,,-, ,--_.,,V..._ ___ _ ✓,,. .)'.,._ . .,, ,;' _,,,,,,. ,; ....... 5741 PalmerWay Carlsbad, CA 92008 · (760\ 438-~1!.1' ,., .. ,., A..&----- i . ' ,' ',, .. --, ~· ;. > .:-,,<~ I ' --I/' Ax--.1/! .... ,;(_ A , Representative of Ge6Soils, Inc. 26590 Madison Ave. Murrieta. CA 925fl::> ·~· Cl' ,. JNfJ. .,_C:_og"!t,$ ction Testing & Engineeri~ ·tnt:: --,, ,.. , ---~• .,,-,~,,--~ · • Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Suiveying INSPECTION REPORT PAGE _J_ OF _j_ PROJECT NAME J;:,;//s £..-/ /fo~,...e, . INSPECTION ADDRESS .D/J4 If¢ Ar, <f C.~e:k /2Ac(!},J/t7jl [),,. 0 CONCRETE C:,1ccls b.&d /&_' REINF. STEEL ARCHITECT i IJ.es1 :r,,. kf. ?cfuru □ MASONRY ENGINEER H ~:r:;< □ P.T. CONCRETE CONTRACTOR P11c.1£;.t, lwl ffs'j-;,.,/4 S,.,Jluru s O FIELD WELDING OTHER Q )1/ r O SHOP WELDING INSPECTION DATE PLAN FILE/OTHER BLDG. PERMIT/OTHER CTEJOBNO./O-/315 '7 REPORT NO. MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORT AR TYPE & lb/in2 REINF. STEEL GR/SIZE /J& I 5 ,-, r & 6 _. STRUCTURAL STEEL HIGH-STRENGTH BOLT ____ _ MASONRY BLOCK OTHER 0 BATCH PLANT □ EXP. ANCHOR 0 OTHER ------=---------- MATERIAL SAMPLING □ CONCRETE □ MORTAR □ GROUT □ REINFORCING STEEL □ STRUCTURAL STEEL □ FIREPROOFING □ MASONRY BLOCK □ BOLTS □ OTHER :<-ltiSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS 'ti~. 'PLEASE NOTE Y RE-I SPECl;ION TESTING, OR OTHER PROJECT ISSUES. }' r I /,,:,.,,....., Certification of Compliance: All work, unless otherwise noted, compiles with applicable codes and the approved plans and specifications. PRINTED NAME Ddn nu dz._/1;,..._ 7 CERTIFICATION NO. JC:-.C-oS5",712C/ s~~1?, SIGNATURE Wt.._~-JK ~-- 1 ,:::_..-,,- 1441 Montiel Road, Suite 115 I Escond!do, CA92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net