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Home My WebLink About2873 Trails Ln; ; CB153208; PermitResidential Permit Print Date: 01/21/2020 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 2873 Trails Ln BLDG-Residential 1560904100 $387,913.00 Work Class: Lot#: Reference #: Construction Type: Single Family Attached 5 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 5-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 SWPPP INSPECTION FEE TIER 1-Medium BLDG 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: $29,927.67 Total Payments To Date: $29,927.67 Status: Applied: Issued: Permit Fina led: (city of Carlsbad Permit No: CB153208 Closed -Finaled 09/29/2015 12/19/2017 Inspector: CRenf Final Inspection: 1/21/2020 12:55:02P~ 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 $232.00 $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 (CB153208) 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: 2873 Trails Ln Carlsbad, CA IVR Number: 709466 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 0712612019 07/2612019 BLDG-82 Drywall, 098917-2019 Passed Chris Renfro Complete Exterior Lath, Gas Test, Hot Mop Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-17 Interior Lath-Drywall Yes BLDG-18 Exterior Lath and Yes Drywall BLDG-23 Gas-Test-Repairs Yes 0912312019 09/2312019 BLDG-21 104818-2019 Partial Pass Chris Renfro Reinspection Incomplete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Backflow PVC to Main connection Yes underground. OK to backfill 1111312019 1111312019 BLDG-33 Service 110538-2019 Passed Chris Renfro Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/2112020 01/2112020 BLDG-Final 115835-2020 Passed Chris Renfro Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes January 21, 2020 Page 4 of 4 PERMIT INSPECTION HISTORY REPORT (CB153208) Permit Type: BLDG-Residential Application Date: 09/29/2015 Owner: TRUST THE PEV FAMILY REVOCABLE TRUST Work Class: Single Family Attached lssue Date: 12/19/2017 Subdivision: Status: Closed -Finaled Expiration Date: 05/11/2020 Address: 2873 Trails Ln Carlsbad, CA IVR Number: 709466 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 06/27/2019 06/27/2019 BLDG-16 Insulation 09587 4-2019 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Insulation pre-lim at party walls and attic Yes areas 07/01/2019 07/01/2019 BLDG-13 Shear 096148-2019 Partial Pass Chris Renfro Reinspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Interior shear Walls at bathrooms on Yes second and third floor. Partial pass 07/03/2019 07/03/2019 BLOG-17 Interior 096472-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/11/2019 07/11/2019 BLDG-84 Rough 097177-2019 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 07/15/2019 07/15/2019 BLDG-17 Interior 097502-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Installation complete at party walls. Yes 07/17/2019 07/17/2019 BLDG-16 Insulation 097765-2019 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/19/2019 07/19/2019 BLDG-16 Insulation 098081-2019 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-27 Shower 098088-2019 Passed Chris Renfro Complete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes January 21, 2020 Page 3 of4 PERMIT INSPECTION HISTORY REPORT (CB153208) 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: 709466 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector 08/2712018 08127/2018 BLDG-11 Foundation/Ftg/Pier s (Rebar) 068026-2018 Checklist Item BLDG-Building Deficiency 1012312018 10/2312018 BLDG-11 Foundation/Ftg/Pier s (Rebar) 073883-2018 Checklist Item BLDG-Building Deficiency 03/2112019 0312112019 BLDG-14 086576-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 04/08/2019 0410812019 BLDG-14 088198-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 05/16/2019 05/16/2019 BLDG-15 Roof/ReRoof (Patio) 092034-2019 Checklist Item BLDG-Building Deficiency 0610312019 0610312019 BLDG-18 Exterior 093457-2019 Lath/Drywall Checklist Item BLDG-Building Deficiency 06105/2019 06/05/2019 BLDG-13 Shear Panels/HD (ok to wrap) 0937 43-2019 Checklist Item BLDG-Building Deficiency 06/24/2019 06/2412019 BLDG-16 Insulation 095391-2019 Checklist Item BLDG-Building Deficiency January 21, 2020 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 COMMENTS Failed COMMENTS Not ready Partial Pass COMMENTS Partial Pass COMMENTS Paul Burnette Chris Renfro Chris Renfro Chris Renfro TRUST THE PEV FAMILY REVOCABLE TRUST 2873 Trails Ln Carlsbad, CA Reinspection Complete Reinspection Complete Passed No Re inspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Complete Passed Yes Complete Passed No Reinspection Complete Passed No Reinspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Page 2 of4 PERMIT INSPECTION HISTORY REPORT (CB153208) 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: 2873 Trails Ln Carlsbad, CA IVR Number: 709466 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 12/21/2017 12/21/2017 BLDG-21 044156-2017 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/23/2018 01/23/2018 BLDG-11 046587-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundation/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/01/2018 02/01/2018 BLDG-11 047541-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/22/2018 02/22/2018 BLDG-11 049586-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/09/2018 03/09/2018 BLDG-11 051142-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/08/2018 05/08/2018 BLDG-21 057307-2018 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/18/2018 05/18/2018 BLDG-11 058403-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/30/2018 05/30/2018 BLDG-66 Grout 059425-2018 Partial Pass Paul Burnette Re inspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No January 21, 2020 Page 1 of4 ,t~,,, o, CARLSBAD RECORD COPY INSPECTION RECORD CB153208 2873 TRAILS LN Building Division 611 INSPECTION RECORD CARD WITH APPROVED TRAILS END-TYPE 2-UNIT 5-SF A TT ACHED 2566 SF. 599 SF GAR. 131 SF DECK PLANS MUST BE KEPT ON THE JOB 611 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION 611 FOR BUILDING INSPECTION CALL: 760-602•2725 OR GO TO: www.Carrsbadca.qoy/Sufldlnq AND CLICK ON "Request Inspection" DATE: 2_- DEV04063 PC130072 1560904100 12/14/2017 CB153208 Jf ··YfS" is checked helow l!lal Divbion's approval is rctJuired _poor to requesting a Final Building Inspection. U you h;we oiny qu,•i~tions please call tlw applicable divisions at the phone uumhcr:, prnvided below. Aftr,r .:111 .-equi:ecl cqiprovab are sitl,ned uft-fax to 7GO f:i02 85GO. email to IJ!di~inspections<'11carlshadca.gov ur llring in .l COPY of thb CdHl to: lG35 F,naday fw(, .. C;1n:-.ilad. Required Prior to Requesting Building Final If Checked YES Planning/Landscape CM&J {Engineering Inspections) #12 #66 #10 #11 #11 #14 #15 #13 #16 #18 #17 #61 #56 #21 #24 Fire Prevention REINFORCED STEEL MASONRY PRE GROUT □GROUT D WALL DRAINS TILT PANELS POUR STRIPS COWMN FOOTINGS SUBFRAME il!'FLOOR D CEIUNG ROOF SHEATHING EXT. SHEAR PANELS INSULATION EXll:RIOR LATH INTERIOR LATH & DRYWALL POOL EXCA/STEEL/BOND/FENCE PREPIASTER/ANAL #27 TUB & SHOWER PAN #23 0 GAS TEST O GAS PIPING #25 WATER HEATER #28 SOLAR WATER #29 ANAL Coor 1· STORM WATER ll 760-944-8463 760-438-3891 760-602-4660 Ins r Allow 48 hours Call before 2 pm Allow 48 hours #83 ROOFSHEATING, EXTSHEAR(13,15) #84 FRAME ROUGH COMBO (14,24,34,44) T-Bar ( 14,24,34,44) FINAL OCCUPANCY (19,29,39,49) A/5 UNDERGROUND FLUSH A/S OVERHEAD VISUAL A/S OVERHEAD HYDROSTATIC A/SANAL F/A ROUGH-IN #800 PRE-CONSTRUCTION MEmNG F / A ANAL Inspector Date Ins #603 FOUOW UP IN.::.SP;.;Ec.cCTl=ON:;_ __ -+----+------+"'FIXEO=;.;EXTl=;.;.NG"'U"-IS'"H"-IN"-'G'-'SYSTEM=='-'R'-'0-'-UG.::.Hc._•;;;.IN'----+-----+------ #606 NOTICE TO CLEAN AXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM ANAL #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURE TEST #610 VERBAL WARNING MEDICAL GAS ANAL REV 10/2016 SEE BACK FOR SPECIAL NOTES ~f) __ ..... /· ,, .• ··.•• ~·~ -.' Li.ii_~.,f]. , , ~vAr' f'.l>l',/ ,, ~~~-" ···- / / ------.-w.o. b t · / > -~ DATE / L-L -1-1 7 NAME /2. CJ-r...1smA ',' HOURS ______ _ l3._eotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY ,"=:; 1-, L1 , ____ 1 r Client Name: //~,; r.1 A 1,/)i /,JC 1 -Lr::..... Project Name: -:; }'t..4. .1 I; C. ~~> _..c.....,a:;.._:;"--'-"'-"-'---'"'---~.;;...;;;;_,_ ____ ___;;;;____ __,, ...... -'-'"-'-'------------- ---/ J C /"• ' } hi / 1:-:, l.,-. ./J 1...,,) -1' L / Location/Tract: ____,.:....<.:lZ;;;..:,;....."'-=-' .,_i """.s;~'·==-'-•,..:.....:.)-:"-. _L-=---..;./._<'__._f .:;_;'""'""'".-,l~A'-'-"'.:..· __ .:=:-:,:;.--'-__ v_-=------'-------------,, I J /.. 7 qi i'j/ 1?/, Unit/Phase/Lot(s): _<.A?_v..:..-t-_._1 -:...,,......,..-?~_'"", /'""'/,..;;..o...,.:·--'..,.l,._.1"-'z_,=---_"'-I ..... J_~_/ _____________ _ <t " • / Referenced Geotechnical Report(s): --'-°'-' .._,/,'-. n...;.~...:;~;.'-, _.,_lc=u_✓-i_·--=,!::..°J...:/_'_·-_/ .... 7_· ---,,:..-.-af-.,;.;..:_-..;..b;...-· _-_/_!_; _________ _ ,,.. Observation Summary /,/ ,,. IL/i 7 /_,,· I[,.. /l J ' ~.,~;,''/ n/1."1 ' ;~- .'1.,,/z, i Initials Date Initials Date Initials Date Initials Date A representative of GeoSoils, Inc. observed on site 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. 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!#" k ~? ..,,-;7.::>/ s I' ..fl'"' 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 _q grading. // / /? /✓ / 5741 Palmer Way Carlsbad, CA 92008 (760) 438-3155 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 ~<.2_ , ____ _ Representative of GeoSoils, Inc. 26590 Madison Ave. Murrieta, CA 92562 (951) 677-9651 -···-------LiueSDA-'-/ \ W.0. 00,35 -C DATE.--'-l _-....:7-'------1~£'.,a;...__ NAME t"v{ t V-6 .s~~ HOURS_-1-_.o ___ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name:-=D"----'-'o"-'-~~1...,.N..a:..:.P...,3 __ D""'--'n.._;.....1....;\/'""'~::;._ .... , ~j;--~L--'=C=--_Project Name: lv'l.v"~i L..S ~-NJ> Location/Tract: Jr1. LA 1 t... 5 l~ ND CAn.LsB A-D c., ot---t-/Lf Unit/Phase/Lot(s): _.,;_l--_:o:......r:.......:S;:::...._____;\_,_/_"2...::;._ __ ....:3~/.......!,-t_,,,.___ ___ .~_,_c ...;.1_ 1 =b ____ ....;:(,___1 _-_~_)~-------, / Referenced Geotechnical Report(s): _b!a:a:.!.A..!...·1:....:"·l,;C.==-c:...w/);____,,l,.l .:.::0_-__ 3.:...!,...1 -__:1_7.l,.._.___b=-_-.......!:a6~-__:l...::6::;__ ______ _ Observation Summary v¼5 Initials l / 7../ l~ 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 5 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. : !iii B Date t'v\ 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. : / "2 / l 8 Date vLA. 5 Initials Pf'=. RF or,,tME-b 5£: LS-c. r , ,.., F>rle, R I N f,,, ON U N!)E"n.-.:; LIAR t....rn u f'/ Tr-iG' NC. l+e :s-. -r "'\<-.T\ ~ •c P't'l-0(\\.-.(, I.r,H)l C.V-.lf:=J Tt+t',;, 'T"'1._i:NC.HES 8'1Ac.k.1-1<-I... IS R.G-cl-=--rrv,,'i Co,.,....p v,-<...T f't,.....I) S 1.JrrA~LE" Fon... ·r,+e: _;:-,.,.._,,sv--,OED u.SC 1/ z_. / 1e Date Notes to Superintendent/Foreman U.) 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-/<tEep Mo I s 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 Gfu-SOils, Inc. 26590 Madison Ave. Murrieta, CA 92562 :""' ' GEOCENTRIC LA\"Lt SL RVEY!Ni;. ,-\ND MAPPl:\C January 3, 2018 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. 7824 \.V\.\'\V ;.:'.L(KtnLr:cc.;urvey.t.:nrn -,,,,,.~,;'"'''' G E O CE N T R l C LAND. SURVEYJN'G AND 'MAP·PING 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, Lome DaPron PLS 7824 No. 7824 2150 N Cemre City Pkwy Suite B, Escondido CA 92026 tel: 760.207.7824 fax: 760.745 7824 v.rv,:v;.:.g~ocentr.icsurvey.com 1087 227.19 31079 229.1a 31070 231.72 31078 229. 18 31071 231-68 31072 ___ ·•2a1.5e 1073 231.59 / , / / w.o. __ .:.:;t,,..:.it.,,,;;.;:5;..."5 ~--.;:,c_~ _:....,-=~ DATE ___ _..;.;.._lf'"~/~#~h~z_' __ NAME __ '..::.::£;.,:;;,;J· ,.,,,::;__ __ HOURS __ -~✓'----- FOOTING TRENCH OBSERVATION SUMMARY ·-.., '=" . -~..,., Client Name: / 01/N;{ J. P-IJ/t~ tlc,, Project Name: __,1 ... ~,...---i'""' ..... 1!..o=-'h"'c""&:,;;.V->_· _________ _ L . rr I A r -I ,-,-· <!T /;/l_;·d-1 ocat1on ract: . /tV:% Sl'l'P. e::u;; u 1' · . I. ,--/~ Unit/Phase/Lot(s): ___ '£?=· '--'-;_.S-r--/..,_17' 7 ' _·~+' /_!.P' __ (,-t-,0';-t-y>_!i,l!,_· __________________ _ 1 ,, I ' I Referenced Geotechnical Report(s): __ .,__;·_,_'A ___ -n'""'w-·--~1-~,...l~-i 6.,., ,~~1_1_--_--1 __ &7/i_ff-:'-:_11._&-______________ _ i / , r Observation Summary r .:;:.;, Initials ~i! h9 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 iri the geotechnical report. /:;;, Initials r< It, h,l Date '1' A representative of GeoSoils, Inc. observed and reviewed footing excavation qepth/width. Footing excavations generally extend to proper depth and bearing strata, and are in general conformance with recommendations of !he geotechnical report. ( -,;.,;:;?:; Initial* A represent~tive of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The _ I(' i,, !tR" Date s~tback was ·in general .accordance with the _recommend~tions of the geotechnical report. ' t Af¢'-..:Rv tr-6 7 r.1"-.e d-kt?t.?1 C4 J7o/j / ~aJ41 i" J ·~ ,;1,,"711_!__!f P; ,N$ ..J-/f'Y.:? ,!/;f;;.& rPf::'t r r..A 17 e?,-1 / nlhr: . . ,r,...., • 0 /41o . ,..,t:4-_,~•.1 Tlifp /P '~er ~,Tv?7VPrl!t.~ .~#//f1',, it/ Tl"(' t7/(/ :" ~ /'l<', /jj£;J"A(... ,\ li'y--#.~ ,re;,:;,r,1,:'i/c! ,:;;;:::-Initials (-: .1n.Pf. r~ /#/!I~ _. 7' R.' 11s-,M,-,,,e.--r:,, ,r-o,:)t</.~ u, · ,-; NP &HA.a,r,;;;e:~ W,r...1 ,j;f;,I J::;-l;t/Jf( Date ~ ''f"'"t/?/YIP' t>#' I...:! I e-N4IP ' wr~ / ..5 ./:· £, lP~ ~~A ,-,-~ :: ,-y ---r.· ' 7 7 w -11Jvt--1--rl!' .. --.J111ur ~ hi'!. ,)/!PJ/-'~.P ~ ~¼/ .PIZ. ro ~ 1&,t:.-,,.,;Jv.~· m,1/.JT lt?#D 1 1 - vr--~&,:Jm&/1 AUt> k;r/'!1,u;;;., 1JJC,7/j'4',0,ee,.r11J .;-/{,;rt,1e,.-1-~ 11Ptt7' l1-1r~,i:.i(;l{L. / ... ,,,,hp 1trq Notes to Superintendent/Foreman T?,;.;::A f<A?,(n'a ~} .:t,/ 7 ~l't,A-rpe T'lli'f--11-r ~ll"f.:.l' Ur'-51! ;;~11 /.. (dW1};i.dl fl iCA l,-., 1 N-1/ll ¥J1 HI-' 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. geote~hnical ·report for presoaking recommendations. We not_e that clayey s~ils may take an extended period of time for such, and the contractor should schedule accordmgly. /-,et/" /115'1~ 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. Note_s7\0 Building Inspector Soil compaction test results, as well as depth offill, relative compaction, bearing values, corrosivity, and soil expansion index test results are coritaineffTh t~,e As-Graded Geotechnical or Final Compaction Report provided at the completion of grading. . 7 ·' ..,, · ,, .-· -/ -/ ,; ___.,..,,. ,,, ..,,✓-;- / ,, ... ---,,. ./..,,-/ ✓v"------.4",,,. .J ·•~,_...,., ,; ,,J' / _ ..... 5741 PalmerWay Carlsbad, CA 92008 -/760\ 438-311'1' -+446;E;..~'Ave. ~ ,af(ffl"92r01 , ..... ,,,, ~-~ .-. -~ I . , : . , .• -/ /,,·:-:I . I • ./;AY#.I': ~ ~ Representative of Ge6$oils, Inc. 26590 Madison Ave. Murrieta. CA 925i-::> CJ~ .. ,s _or:i,§!!iction Testing & Engineerin!',;·inl::.'"~" ,, ,,,_,,, ---~ _. -~b. laspectio, I Testiag I Geo<ec1,,;o;1 I '"'""'meat<& Cooslructioo E"!lmeeri"!l I Ciw '"''""""' I Sw-.,yl"!l INSPECTION REPORT PAGE _)_ OF _j_ CTEJOBNO./O-/3'15 7 REPORT NO. PROJECTNAME J;:,,,;,/s f,,,.,./ /fa,"-", . INSPECTION MATERIAL IDENTIFICATION ADDREss Dtz4 aA-}:.;,,.., 1:C.,*els lz&l !},Jh~, ~--. / CA:ce: Ls h&d ARCHITECT i /).es,. ;r,1 Jp4 £, kc-~ru ENGINEER ,H "I:f< 0 . /' ? (7 • ./. /-CONTRACTOR , /lc.1-r;i.1J r--wl µ't,,,.1<-;:uJ!uru ,< OTHER O )1/ I_ INSPECTION DATE PLAN FILE/OTHER BLDG. PERMIT/OTHER □ I:{ □ □ □ □ □ □ □ CONCRETE CONC. MIX NO. & lb/in2 REINF. STEEL GROUT MIX NO. & lb/in2 MASONRY MORT AR TYPE & lb/in2 /. P.T. CONCRETE REINF. STEEL GR/SIZE /} t:, 1 5 4 r 6 6 7 FIELD WELDING STRUCTURAL STEEL SHOP WELDING HIGH-STRENGTH BOLT BATCH PLANT MASONRY BLOCK ' EXP.ANCHOR OTHER OTHER MATERIAL SAMPLING □ CONCRETE □ MORTAR □ GROUT □ REINFORCING STEEL □ STRUCTURAL STEEL □ FIREPROOFING □ MASONRY BLOCK □ BOLTS □ OTHER "''-t!.SPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS ¾-i:: ; PLEASE NOTE Y RE-lt-,ISPECT.ION , TESTING, Oij. OTHER PROJECT ISSUES. -· r-, .,. ---------------~------------------------ ·~-& 0 -/i ,_._ _,"< 1 f-> /,,, b ' Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. SIGNATURE ~--1K~-- 14'41 Montiel Road, Suite 115 I Escondido, CA92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net