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Home My WebLink About2869 Trails Ln; ; CB153209; PermitResidential Permit Print Date: 01/21/2020 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 2869 Trails Ln BLDG-Residential 1560904100 $387,913.00 Work Class: Lot#: Reference#: Construction Type: Single Family Attached 6 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 6-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 Finaled: {city of Carlsbad Permit No: CB153209 Closed -Finaled 09/29/2015 12/19/2017 Inspector: CRenf Final Inspection: 1/21/2020 12:54:SOPI'- 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 (CB153209) 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: 2869 Trails Ln IVR Number: 709467 Carlsbad, CA Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/26/2019 07/26/2019 BLDG-82 Drywall, 098916-2019 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 09/23/2019 09/20/2019 BLDG-21 104819-2019 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 11/13/2019 11/13/2019 BLDG-33 Service 110539-2019 Passed Chris Renfro Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/21/2020 01/21/2020 BLDG-Final 116836-2020 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 (CB153209) 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: 2869 Trails Ln Carlsbad, CA IVR Number: 709467 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 06/27/2019 06/27/2019 BLDG-16 Insulation 095875-2019 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 096149-2019 Partial Pass Chris Renfro Reinspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Interior shear walls at bathrooms on second Yes and third floors. Partial pass 07/03/2019 07/03/2019 BLDG-17 Interior 096473-2019 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 097179-2019 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 097503-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 1st layer drywall at party walls Yes 07/17/2019 07/17/2019 BLDG-16 Insulation 097766-2019 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/19/2019 07/19/2019 BLDG-27 Shower 098089-2019 Passed Chris Renfro Complete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/22/2019 07/22/2019 BLDG-17 Interior 098229-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall January 21, 2020 Page 3 of4 PERMIT INSPECTION HISTORY REPORT (CB153209) Permit Type: BLDG-Residential Application Date: 09129/2015 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: 2869 Trails Ln Carlsbad, CA IVR Number: 709467 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 08/27/2018 08/27/2018 BLDG-11 068027-2018 Cancelled Paul Burnette Reinspection Complete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 10/23/2018 10/23/2018 BLDG-11 073878-2018 Partial Pass Tim Frazee Re inspection Incomplete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Footings Check Yes 03/21/2019 03/21/2019 BLDG-14 086577-2019 Partial Pass Tim Frazee Re inspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/08/2019 04/08/2019 BLDG-14 088199-2019 Passed Tim Frazee Complete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency 2nd floor sheathing nailing OK Yes 05/16/2019 05/16/2019 BLDG-15 092036-2019 Partial Pass Paul Burnette Reinspection Incomplete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/03/2019 06/03/2019 BLDG-18 Exterior 093458-2019 Failed Chris Renfro Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 06/05/2019 06/05/2019 BLDG-13 Shear 093744-2019 Partial Pass Chris Renfro Reinspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/24/2019 06/24/2019 BLDG-16 Insulation 095392-2019 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes January 21, 2020 Page 2 of4 PERMIT INSPECTION HISTORY REPORT (CB153209) 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: 2869 Trails Ln Carlsbad, CA IVR Number: 709467 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 12121/2017 1212112017 BLDG-21 044157-2017 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01123/2018 01/2312018 BLDG-11 046588-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02101/2018 02101/2018 BLDG-11 047542-2018 Partial Pass Paul Burnette Re inspection Incomplete Foundation/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02122/2018 0212212018 BLDG-11 049587-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0310912018 0310912018 BLDG-11 051141-2018 Passed Paul Burnette Complete Foundation!Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG•Building Deficiency Yes 05108/2018 05/08/2018 BLDG-21 057308-2018 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG•Building Deficiency Yes 05118/2018 05/18/2018 BLDG-11 058404-2018 Passed Paul Burnette Complete Foundation/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG•Building Deficiency Yes 05/3012018 0513012018 BLDG-66 Grout 059426-2018 Partial Pass Paul Burnette Re inspection Incomplete Checklist Item COMMENTS Passed BLDG·BUilding Deficiency No January 21, 2020 Page 1 of4 ,<~;,,, o• RECORD COPY CARLSBAD INSPECTION RECORD CB153209 2869 TRAILS LN Building Division li1! INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB TRAILS END-TYPE 2-UNIT 6-SF ATTACHED 2566 SF 599 SF GAR. 131 SF DECK li1! CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION li1! FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.gov/BuHdlng AND CLICK ON "Request Inspection" DATE: 12-q-I l DEV04063 PC130072 1560904100 12/14/2017 CB153209 If .. YES" is checJil)rJ below that Division's approval is required prior to H"!questing a Final Building Inspection, If you have any qu,::stions please call the applicable divbions at the phone numhcr'j provided hclow. After all r£;(1uircd ;qJJHOVi1ls are signed off-fa.x. to 760·G02-85b0. email to bldgi11spections<,,1car_lshach:a.gov 01· bring in a COPY of this card to: Hi35 Faraday Ave . Carlshafl. Required Prior to Requesting Building Final If Checked YES Planning/Landscape CM&I {EngJneerlng Inspections) Fire Prevention #12 REINFORCED STEEL #66 MASONRY PRE GROUT □GROUT □ WALL DRAINS #10 TILT PANELS #11 POUR STRIPS #11 COLUMN FOOTINGS #14 SUBFRAME lllfFLOOR □ CEILING #15 ROOF SHEATHING #13 EXT. SHEAR PANELS #16 INSULATION #18 EXTERIOR LATH #17 INTERIOR LATH & DRYWALL #51 POOL EXCA/STEEL/BOND/FENCE #55 PREPLASTER/FINAL #19 FINAL CODE fl PLUMBING #22 □ SEWER & BL/CO #21 UNOEROROUNO □WASTE #24 TOP OUT □ WASTE □ WTR #27 TUB & SHOWER PAN #23 □ GAS TESl □ GAS PIPING #25 WATER HEATER #28 SOLAR WATER #29 FINAL coor:: 11 STORM WATER #800 PRE•CONSTRUCTION MEEllNO #603 FOUOW UP INSPECTION #605 NOTICETOCLEAN #607 WRITTEN WARNING #609 NOTICE OF VIOLATION #610 VERBAL WARNING REV 1012016 760-94+8463 Allow 48 hours 760-438-3891 Call before 2 pm 760-602-4660 Allow 48 hours UNDERGROUND (11,12,21,31) #82 DRYWALL,EXTLATH, GAS TES (17,18,23) #83 ROOF SHEATING, EXT SHEAR (13,15) #84 FRAME ROUGH COMBO (14,24,34,44) T-Bar (14,24,34,44) FINALOCCUPANCY(19,29,39,49) A/ S OVERHEAD VISUAL A/S OVERHEAD HYDROSTATIC A/SFINAL F/AROUGH-IN F/AFINAL FIXED EXTINGUISHING SYSTEM ROUGH-IN FIXED EXTING SYSTEM HYDROSTATICTESl FIXED EXTINGUISHING SYSTEM FINAL MEDICAL OAS PRESSURETESl MEDICAL OAS FINAL Date Inspector SEE BACK FOR SPECIAL NOTES January 3, 2018 GEOCENTRIC LA;\ !) S ! R \' l: Y ! N (c A N D :,1 A !' I' I N C 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 21.50 :\ Ctnt.rc l. 1c~-f'i<\'·V S1.mc l\ LsconJ]d.,7 l. A. 9:_(i26 u.J ?fin 2()7.782-t fa:\ 760.7Lt5 7824 \-v ,v,v .gt:-nu.::n Lf'.l l'\U rvey.L·nm .z:;::,.,;. )f __ ,l -' -,,. • -, ' -~--' / -::-<c:_ , . l -' > / -· .,. ~~H-.. :::/ )I,{: ;.f-' .. ,r/ -------w.o. be·., .! ~--.:.__. I -r .,., "1 DATE L···", --1 .1 NAME /2. Cft..-1..SmA ✓, HOURS ______ _ .G,_eotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY ~ L --I !'"-~ Client Name: __ V_,~=--=#.._1 .._r;"'"""7 A--'-..,.b.__-~..;.'i"""1-"-·v...;;;·c'--,,....__-'-_l_,.;;;;:::...-'---___ Project Name: -7 l't-d l I; C. ...:?.> .....--I ,.,... ,,, ... I l, ,,..... ., Locat·1on/Tract·. __ l-"-'~=--7 ..:......c.. .. =·___,,1=--'--.....,....:....:::c...,.:...__;;:' ::........:."_-_._'.a..'__.=1-..,:..:.-=--1 __ 1-::::_._,·r __ ,._..--.,--"J'-•. ,_) ___ !__Y ____________ _ , ,.,._,,,, I I ..S f. _ , .) • '-·· ,._ < , , ,r,_;.,, .f.,, • '-' I' Unit/Phase/lot(s): _/4, ___ 1-_._1 _7:....,a-/__..-;i7_.._. _7~/,_.1=o..,.:·--/....,./ /'""";....;z;......,.,'---✓-I; .... -~·;_'-/ ______________ _ / Referenced Geotechnical Report(s): _..;.;.v_' ')..:..;'/:,'--. tt..:.F...::~;:.:...., _.,_/0=-·7_--=~: .... -,_./_·-'--/--'l-....,,.:...:....f-,;.;..~_-___,_('-, _-_/_&_~ _________ _ ,,- Observation Summary l,/ ;-Initials 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. IL./p Date . J__,,, /'!,, /1 1 , ---~ __ ,,,< nh-J ) /--- ti.,/z-: Initials Date Initials Date Initials Date 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!#'"'£~? ,;'-;?.::.>/st" _p- 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 ,.o.! grading. /.--/ /' ~«'.._ . ~~ ·------·- 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.o. 0(6 3 5 -c. DATE,_.:_l _-_;1-~---'-l~e,"'--_ NAME M t 1<:.e ..$.l::,;~l..- HOURS __ 1-CC--,_o ___ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: D n N NA Project Name: /v1... A-; t._ s &:: t-.J. b Location/Tract: Tn... A l LS l;::::.ND C..t Of.-1 -/Lf Unit/Phase/Lot(s): _..:..l---_,:o:::....:...r ..;:::.S"------=-\ ...!../_--z..:;:;;__....;J..:..2 ...!../_1 Lt.!-; ...... _ ..... 5~/_,:b~ ___ (;,...._1_-_~:;..__').::...__ _______ _ J / Referenced Geotechnical Report(s): -=b...:..rt~·'---'r E:~{):;..__--!,.l~◊---"3a::....:...I ---'/_1..,_____,....___b=-----=6"------'l-"'b:;._ _______ _ I Observation Summary v'-A5 Initials i /-z../ 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. ,.JJ\ 5 Initials 1 Iii I B Date 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. t'vl.. S Initials 1 h./ ia Date 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. vV s Initials 1 I z. I rn Date P1::.RF0(/"l.'.N'l(2/) 51:LG-c,r /t-.J F'l'l.£.,i~IN{,, ON UNDE:n.SL(P){-1 vnur'f Tn.;:-.-..i(lii::-:r. ·f...,<..T\c's" f>r'\o(S1.-..(, .I:.Nt--,~(.11',rc.J Tr+<A-r ·r-.--z..e-·l'Jc.Hc:S 8¥-\c.kr-:,u ... IS R.&l-£'17>/IT"'i CoV'-',Dv'.\,LT f't,,...,0 SvrrA(<',l\::" Fon. -rd·£ _r:-,,,..,-rt:i,-,OF::D u..5C Notes to Superintendent/Foreman G.J 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. ~ i<iE ep 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 ~Soils, Inc. 26590 Madison Ave. Murrieta, CA 92562 -•i'O-'!ilJ/!1,(t,\iU•· G E O C E N T R l C LAND SURVEYING AND MAPPING 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. 7B24 2150 ~Centre(" ity Pk1,vy Suitt: B, Escon<l.id(l (:A 9~026 tel 760.207.7821 fax 7607457824 V.-'Vi/W.gt:ocemr.icsurvty.1..:om I -~ I J I I I 31079 229.18 31071 ~31-68 31072 ----[<31.68 31073 231.{ig 31075 L----½~;----229.70 3107/i 229.71 31078 Z19.1s / • / / • . . . . ,( ,eotechnical • Coastal • Geologic • Environmental w.o. __ .=~.::;~;.;:-85;._" .;.._-.;:.c _,,. -;;.."'·-=-::. DATE_-:.;-~~l~1~,J~1~i __ NAME. __ '..::::&:?;-;;..:;"":::;,__ __ HOURS :, ---=---- FOOTING TRENCH OBSERVATION SUMMARY -... ~ . 'n I½ ;,-; Client Name: / r./lll(A "-· ,..::-1r~ &'--(...,. --. Project Name: ;~( h i-::, @ t:. Location/fract: ---<-..:.~ ..... &""'a:a..S. ..... "'1-"1()"-........ -r ..... a.::,A.:.;4.t.=';/''-· __ (!,,_T_. -=0 __ 10 __ ' -.... I __ .¥,._ ____________________ _ . /,, ,-/; Unit/Phase/Lot(s): _ _.._:'_.~g ___ 1 ___ - 7 "3f_._'r ;,----:,~r/_v:t __ C 7 4'; 7 ij>_fi.e_· ____________________ _ I ,.. ' ' I I I Referenced Geotechnical Report(s): _v-_7 __ )1_._-n .... w .... -.... ' ___ 1_11...,/ ..... :-__ ':1i""/ __ 1_1_"-_✓_· _&-r'j_(tr, 1_ 1 !_& ______________ _ I I Observation Summary t .:2 Initials 5'/it /J CJ 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. 1";;-Initials .i-lt1 i,,l Date 'I 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. ( 1?~ Initial* A represente.tive of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The <'it! /17?' Date s~tback was ·in general.accordance with the .recommend~tions of the,geotechnical report. ' I tr-ixv!M T_ ,l"p__.e /,t4~'!-i tA t7c;;I-J ,,qt,c;l',rJtJ-41'}'..) ,:..v 11-h"fll_!_il ,-:, I ,f>,/5 _,i-¥-'t'f"P if-;[' ~ rtP!c:'( r.r..,1 Tl e:>µ / P'71J•n; _ ,---, . . tb;1o "'U-.,~•✓r~ /17 ,fl,82-:F,.cr-c:,;r-wav~t..~ ,,-g,!'/~,, JI Tl'(' (7/(I' :" '<//?', B't::r.m-,'; 1t-y--#.~ ,r.a,,,tr,. ~-, ,.~ /-~ Initials (.-: ,r. -~ /N#~ . :~.; ::,-,t,(.,,,,,e.;r.!,o,,<1:N 'OV-'> . . U, · "5 /VP 1,/:IAI.J,f,:;Je. V/1,,.r,~1 _;:;-/,It/JR' Date d,,O. -p,17,m1-7?v l-/ IJ' f->&:·NAIJV ' W~ /-.5 '!(· "'7J e. AP~~h: ~./41V'..r. ,-r& .:-Ntt??:,-r,· ( 71'0./t;vw,'i!"..--#INAt-r;.:.· ,"'/W/,//Arf!',rj ..,·;C../r?IZ. To~-~; ~ .rl/J'...f.'-lN,V')r/17,lJ,., II or·~J,.t1}c;/,1 Alli> A',/l'IIP&l'f.,.. 1?JC-7.11Jtf',">£,e>.;--'//.I :;-/il('ltA'fe-5 1~Ar' /;t1£~i~ /'t-v,mp !Pc;; Notes to Superintendent/Foreman ·,;W,>Jc.~r f9:i~ lo/a. I} ··V/ 7 ;/ r-u.' l=-GC T'/fl!;. 1 i<r 1/ft,,.1 lB1' Ul5-i! J;l!Z,f, 1 i.. cftiJoTtJ,dl fl iCA-l,-,, 1ifl/''/PI fl7"; · 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. fftf4' /bt;,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.s1o 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,!1tainecfin t~.e As-Graded Geotechnical or Final Compaction Report provided at the completion of grading. _ 7 · ,, · ,, ·· .-_,..1 __ ....... ;{ ._.,,,✓ ~---__ ,.,. __,,/ ,. /vi' • \... _,,;,..... ;I-._.,., "' / ,✓.,.,... ---- 5741 PalmerWay Carlsbad, CA 92008 · (760\ 43S.!'11 !,!, -1~. ~ll';-M'9't-ro1 ,.....,j,.\ "'-"' __ .......... ..._ Representative of Ge6$oils, Inc. 26590 Madison Ave. Murrieta. CA 9251>::> ' '? 7 (;-~L•-. '" ,,.c~~Jr~ction Testing & Engineerin!lr tnt.'"~ •• -,--.. , ---• . -"'~ '\~,f ;;, lospec•m I Testi"!) I Gootecho1a, I Eowoomeo" & Cooslruetioo Eogmeeo,, I aw Eogl"""'g I """""' INSPECTION REPORT PAGE _j_ OF _j_ CTE JOB NO./O-!3Cf 5 '7 REPORT NO. PROJECT NAME y;-,,,;Js [.,,.,../ /fo,-A..e;: . INSPECTION MATERIAL IDENTIFICATION ADDRESS lJ,,;4 (IA-l.-, 1-C.,44-e!s ht1cf !},Jho bi-. . / {f4-a/s b&cf ARCHITECT 7 IJ.es,-5"" /4,,4/,, &c./1,y,.U ENGINEER ,H v-;(f< CONTRACTOR P110/;;,!J /Ml fst+/4 ~uru <: OTHER [) )1/ L INSPECTION DATE PLAN FILE/OTHER BLDG. PERMIT/OTHER □ fg_' □ □ □ □ □ □ □ CONCRETE CONG. MIX NO. & lb/in2 REINF. STEEL GROUT MIX NO. & lb/in2 MASONRY MORT AR TYPE & lb/in2 .,,..!'; P.T. CONCRETE REINF. STEEL GR./SIZE /J? 1 5 t:1 r & o FIELD WELDING STRUCTURAL STEEL SHOP WELDING HIGH-STRENGTH BOLT BATCH PLANT MASONRY BLOCK < EXP. ANCHOR OTHER OTHER MATERIAL SAMPLING 0 CONCRETE O MORTAR O GROUT 0 FIREPROOFING O MASONRY BLOCK 0 REINFORCING STEEL O STRUCTURAL STEEL 0 BOLTS O OTHER ,--1.~SPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS ·•;f,,::£:-. • 'PLEASE NOTE A Y RE-lt-,ISPECT.ION, TESTING, 0~ OTHER PROJECT ISSUES. . \---------------~------------------------&" 1-u, "', f-s/e .b , /,Be ;;, Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Dtin nu /iz__,/,;_ I CERTIFICATION NO. Jc--e-b85"2=tJ-C/ 56~ 7.,7_ 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net