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Home My WebLink About2864 Trails Ln; ; CB153203; PermitResidential Permit Print Date: 01/16/2020 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2864 Trails Ln BLDG-Residential 1560904100 $439,241.00 1 3.00 TRAILS END Work Class: Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Single Family Attached 8 DEV04063 VB 4.50 PC130072 Description: TRAILS END-TYPE 1-UNIT 8-SF ATTACHED 2781 SF, 523 SF GAR, 445 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 581473 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: $31,814.64 Total Payments To Date: $31,814.64 . Ccityof Carlsbad Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Balance Due: Permit No: CB153203 Closed -Fina led 09/29/2015 12/19/2017 CRenf 1/16/2020 1:02:20PM $0.00 $1,833.00 $783.10 $66.00 $166.00 $92.00 $182.00 $15,373.44 $18.00 $5,029.00 $934.00 $57.10 $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 (CB153203) 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: 04/28/2020 Address: IVR Number: 709461 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector 08/22/2019 08/22/2019 BLDG-21 Checklist Item BLDG-Building Deficiency BLDG-17 Interior Lath-Drywall BLDG-18 Exterior Lath and Drywall BLDG-23 Gas-Test-Repairs 101648-2019 Underground/Underf loor Plumbing Checklist Item BLDG-Building Deficiency 10/31/2019 10/31/2019 BLDG-33 Service 109352-2019 Change/Upgrade 01/16/2020 01/16/2020 BLDG-Final Inspection January 16, 2020 Checklist Item BLDG-Building Deficiency 116587-2020 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Passed Chris Renfro COMMENTS Backflow underground PVC to main line connection. OK to backfill Passed Chris Renfro COMMENTS Passed Chris Renfro COMMENTS TRUST THE PEV FAMILY REVOCABLE TRUST 2864 Trails Ln Carlsbad, CA Reinspection Complete Passed Yes Yes Yes Yes Complete Passed Yes Complete Passed Yes Complete Passed Yes Yes Yes Yes Yes Page 4 of 4 PERMIT INSPECTION HISTORY REPORT (CB153203) 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: 04/28/2020 Address: 2864 Trails Ln Carlsbad, CA IVR Number: 709461 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 05124/2019 05/2412019 BLDG-13 Shear 092843-2019 Partial Pass Andy Krogh Reinspectlon Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Prelim shear at party walls Yes 05/29/2019 0512912019 BLDG-17 Interior 093023-2019 Partlal Pass Paul Burnette Re Inspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06103/2019 08/03/2019 BLDG-17 Interior 093460-2019 Failed Chris Renfro Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 06119/2019 06/1912019 BLDG-84 Rough 095043-2019 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 08/25/2019 06/25/2019 BLDG-16 lnsulatlon 095608-2019 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLOG-Building Deficiency Yes 06127/2019 06/27/2019 BLDG-27 Shower 095878-2019 Partial Pass Chris Renfro Reinspection Incomplete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07103/2019 07103/2019 BLDG-17 Interior 096471-2019 Partlal Pass Chris Renfro Relnspectlon Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/09/2019 07/0912019 BLDG-82 Drywall, 096886-2019 Passed Chris Renfro Complete Exterior Lath, Gas Test, Hot Mop January 16, 2020 Page 3 of 4 PERMIT INSPECTION HISTORY REPORT (CB153203) 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: 04/28/2020 Address: IVR Number: 709461 Scheduled Date Actual Start Date Inspection Type Inspection No. Checklist Item BLDG-Building Deficiency 01/31/2019 01/31/2019 BLDG-14 082726-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLOG-Building Deficiency 02/26/2019 02/26/2019 BLDG-14 084629-2019 Frame/Steel/Boltlngl Welding (Decks) Checklist Item BLDG-Building Deficiency 03/15/2019 03/15/2019 BLDG-14 086232-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 04/18/2019 04/18/2019 BLDG-13 Shear Panels/HD (ok to wrap) 08934 7-2019 Checklist Item BLDG-Building Deficiency 04/19/2019 04/19/2019 BLDG-15 089586-2019 Roof/ReRoof (Patio) Checklist Item 05/14/2019 05/14/2019 BLDG-14 BLDG-Building Deficiency 091805-2019 Frame/Steel/Boltlng/ Welding (Decks) Checklist Item BLDG-Building Deficiency 05/23/2019 05/23/2019 BLDG-16 lnsulatlon 092632-2019 Checklist Item BLDG-Building Deficiency January 16, 2020 Inspection Status Primary Inspector COMMENTS Footings Check Partlal Pass COMMENTS Tim Frazee Basement floor sheathing nailing OK Partial Pass Tim Frazee COMMENTS Basement floor sheathing nailing OK 2nd floor sheet nailing on floor Partial Pass Tim Frazee COMMENTS Basement floor sheathing nailing OK 2nd floor sheet nailing on floor 3rd floor sheathing OK upper floor 3/15/19 Passed Tim Frazee COMMENTS Passed Tim Frazee COMMENTS Roof nailing ok Partlal Pass Paul Burnette COMMENTS Basement floor sheathing nailing OK 2nd floor sheet nailing on floor 3rd floor sheathing OK upper floor 3/15/19 Partlal Pass COMMENTS Paul Burnette TRUST THE PEV FAMILY REVOCABLE TRUST 2864 Trails Ln Carlsbad, CA Reinspectlon Passed Yes Reinspection Passed Yes Reinspection Passed Yes Reinspection Passed Yes Passed Yes Passed Yes Relnspectlon Passed Yes Relnspection Passed No Complete Incomplete Incomplete Incomplete Complete Complete Incomplete Incomplete Page 2 of 4 PERMIT INSPECTION HISTORY REPORT (CB153203) 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: 04/28/2020 Address: 2864 Trails Ln IVR Number: 709461 Carlsbad, CA Scheduled Actual Inspection Type Inspection No. Inspection Status Primary inspector Reinspection Complete Date Start Date 12/20/2017 BLDG-21 044270-2017 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist item COMMENTS Passed BLDG-Building Deficiency No 01/2412018 01/2412018 BLDG-11 048754-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pler s (Rebar) Checklist item COMMENTS Passed BLDG-Building Deficiency Yes 02/0112018 02/01/2018 BLDG-11 047544-2018 Partlal Pass Paul Burnette Reinspection Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist item COMMENTS Passed BLDG-Building Deficiency No 02/1412018 05101/2019 BLDG-66 Grout 048769-2018 Cancelled Paul Burnette Reinspection Complete Checklist item COMMENTS Passed BLOG-Building Deficiency No 03/0912018 03/09/2018 BLDG-11 051139-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03127/2018 0312712018 BLDG-66 Grout 052859-2018 Partlal Pass Paul Burnette Relnspectlon Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0411012018 04110/2018 BLDG-66 Grout 054429-2018 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/0512018 06/0512018 BLDG-11 059955-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/2312018 10/2312018 BLDG-11 073882-2018 Partlal Pass Tim Frazee Re inspection Incomplete Foundatlon/Ftg/Pier s (Rebar) January 16, 2020 Page 1 of4 <._(~, Dl=CORD COPY CB1532"3 :~ CITY 0,~ CARLSBAD INSPECTION RECORD 2864 TRAILS LN Building Division 0 INSPECTION RECORD CARD WITH APPROVED TRAILS END-TYPE 1-UNIT 8-SF A TT ACHED 2781 SF. 523 SF GAR. 445 SF DECK PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION 61! FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Car(Jbadca.goy/Bulldlng AND CLICK ON "Request Inspection" DATE: \2--\ DEV04063 PC130072 1560904100 12/14/2017 CB153203 If "YES,. is checked below th.it Division's approval is re{1uired i:,rnH tornquesting a Final Bnilcling Inspection. If you h.1vc ,my qw!~Jtions ple.:isc call the applic:11Jlc ~ivi~ions at the~ phonP numbers provided below. After all required approvals <He signed off fax to 760 G02 8560, email to hlltginspectiorn-.ti_,1carlslwtlca.1;ov or hrin1: in a COPY of this card to: 1G35 F;irad.1y Ave . Catlsh~uL Required Prior to Requesting Building Final If Checked YES Planning/Landscape 760-944-8463 Allow 48 hours CM&J (Engineering Inspections) 760-438-3891 Call before 2 pm Fire Prevention 760-602-4660 Allow 48 hours Date Inspector #12 #66 MASONRY PRE GROUT &GROUT □ WALL DRAINS #10 TILT PANELS #11 POUR STRIPS #11' COLUMN FOOTINGS #14 SUBFRAME □ FLOOR □ CEILING #15 ROOF SHEATHING #13 EXT. SHEAR PANElS #16 INSULATION #18 EXTERIOR LATH #17 INTERIOR LATH & DRYWAU #51 POOLEXCA/STEEL/BOND/FENCE #55 PREPlASTER/RNAL #83 ROOFSHEATING, EXTSHEAR(13,15) #19 FINAL #84 FRAME ROUGH COMBO (14,24,34,44) COPL; II PLUMBING Date Ins r T-Bar (14,24,34,44) #22 □ SEWER & BL/CO □ PL/CO FINAL OCCUPANCY (19,29,39,49) #21 UNDERGROUND □WASTE □ WTR Date Ins r #24 TOP OUT □ WASTE □ WTR #27 TUB & SHOWER PAN #23 A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/S FINAL CODI: f' STORM WATER F / A ROUGH-IN #800 PRE.CONSTRUCTION MEEl'INO F/A FINAL #603 FOUOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAL #809 NOTICE OFVIOLATION MEDICAL GAS PRESSURE TEST #610 VERBAL WARNING MEDICAL OAS FINAL REV 10/2016 SEE BACK FOR SPECIAL NOTES ,, .,,.----·~ ,.. W.O. b h -' ,. -(__... DATE /2. -L -7-I 7 NAME /2 · C.h--UPJ/1 '! HOURS ______ _ ..G._eotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY --, i 1 -,--;; Ir Client Name: __ l.1--=-~=--.,.tJ_.r""".1-"--A-'---"t/, ..... _,,-.....;..'l-=-/_,_1/...;cC_.,'--l_L---'c::::....-'--___ Project Name:--~' ~/-=·"t.=4.;;..-.._.1 .a../~,;_..;;;C.-=-'-..---J-' ..:.::-> ______ _ , .-,-i ,,.-, /,.. I I ., ,,-,, -, ,-/ J ,_ h I t ·1 {/ ~1 -, -.., Location/Tract: _!-!..lz:::.~::....•1..t..1.J.f...:::s~l=-=---•.:..1..:::)~__:::L:.:::.,.,~,<...:....: ..:....< • .J./..::..;·...a.:::,,;::::A.:.:4:.!., __ ..:::'-::::.... .... , __ --..:•--'=---------------,. Unit/Phase/Lot(s): _/4_. ~-r...::1 _ _;;7-r/:._-?~_...:.1?-/.!.::10:....,.:,_, __.:.~..:..,i/:....i i;..;~ z::......,;,:._· _1 ..... r;::...'~·;....:i./ _____________ _ I Referenced Geotechnical Report(s): --=,t,,-,:....' -,.!.;/4~, n...:.~...;:~-=--, _'"'"/..:::0::..~_--=,::==---)....!/:....·_--..:....J ...:7:__--="-...:f-,::;.~_-~b::..-· _-_/_f..:....~----------.r Observation Summary /,/ ;· ll/t1 . /. . ./ fl_, ll ? , -~;_,./ Jl. h ·1 f i--- t 1,,./z; 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. ;;-Ur r-1J:5 __ , /..:... -;--/,......,. c r:,.,/;~:,., o .,, ~A-... v & s ,<) L. L,,,f. .. .,-,, L n, .;--,, ?-~7 c: t? ,!,.,t.._, _ '/;-.,,/., A .-7 /:, ,t?,n;,.•/.,,",,, /·-,,,{,c-o-r<--1 -rl;-:;-r---;!f-,,e, ...,cf...,..~ i,._.,. c /.c../;; / i r ,-,«f ~1""/vC-/.., 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~'A-~xtended period of time for such, and the contractor should schedule according!YjV k €£? /-;7c.)/ s I' _.,;,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 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 / ✓,,,,.-/ ?i'~ ·-------- Representative of GeoSoils, Inc. 26590 Madison Ave. Murrieta, CA 92562 (951) 677-9651 W.0. lc>k,3 5 -C DATE~I -__.:..J._-_1 e,=-- NAME f\.-{ t V-E: ..SG?0.1\- HOURS_~'2-;.._. 0,.;.._ __ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: --=D=--...,6'-'-N~N:::..:...A.____,.D~n..;:..1.:...\/.:...;E:=__._,, ~l,--=L;....::::C::___·Project Name: /v'l. A ; L... s [33.-Nb Location/Tract: Tn_ A' L. 5 l;::::.ND c..,01--1-/Lf Unit/Phase/Lot(s): _.;_L-....;;;;0-'r_.s"'---_\...,_/_-z.._-,--...a:3"--'-/ 1-_,_t-+._ ...... -c;"--'-/-'b=-__ __,.(_\ _-_io_' _).;..._ ______ _ , / Referenced Geotechnical Report(s): ---lb:::..:...A~T~-E:::::...:..::0 _-.1...l ~0 _-..... 3::..:1.....;-___;.1_7.!...-;_.....;b~_--=b...._-___;./..::?.::;__, _______ _ I Observation Summary !1¼5 Initials l / -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. ;.l.A. 5 Initials I !-z./13 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'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. 1 I ?. I I a Date tA~ :s Initials P E.Rf-.orn.w.E: b 5£1...G-c.r , ,.., f>n.-D RI N {,, ON ur-:.tiSR '5LIPI R L.ln l\ rf Tn.€ Nf..li 1::;:r. t•·'l< ... T\ c ,,· 1/ z.. I rn Date PrtO(\\,->{, I.Nt')lC.V"rlE=J T,-H,.., -r..-i...~·r-.1ct-11.~:s B'Ackht..t._ 1.S R.1=t..~-r.v,:'t C,0V'-'>p1,}<...T f"t,-.,._f) Sv1r>0 <',LE" [on. -rt+i:: -~.,..,,Tcv-->Dt,D u..5€ Notes to Superintendent/Foreman (1.) 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'--/<6 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 PalmerWay Carlsbad, CA 92008 1446 E. Chestnut Ave. Santa Ana, CA 92701 Representative of Geo-SOils, Inc. 26590 Madison Ave. Murrieta, CA 92562 GEOCENTRIC LA;\!) SL R \'FY l N t~ ,'\.ND MAP l' 1 :\ (; 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 Constr~ction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT PAGE _j_ OF _/_ I CTE JOB NO. /,~ -/ 3' r S7 REPORT NO. · INSPECTION MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 ARCHITECT ENGINEER OTHER ff I l<_ INSPECTION DATE PLAN FILE/OTHER BLDG. PERMIT/OTHER □ ' Pl' □ □ □ □ □ □ □ CONCRETE REINF. STEEL GROUT MIX NO. & lb/in2 MASONRY MORT AR TYPE & lb/in2 P.T. CONCRETE ..1./ ~ REINF. STEEL GR./SIZE fLb/5' d r 60 . . 7 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 □ FIREPROOFING □ MASONRY BLOCK 0 REINFORCING STEEL O STRUCTURAL STEEL □ BOLTS O OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. •NJ/.~. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME CERTIFICATION NO. 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806', I www.cte-inc.net FOOTING TRENCH OBSERVATION SUMMARY W.O. I ,.,f p <, S--C. -) c DATE_~_t~_!f_l~iH_' __ NAME_-1,.-........,A~·~r.~-r ........... _·_ HOURS _____ / ____ _ Client Name: h~'Yll'IA P~. LL(_, Project Name: ---7741 ..... · ...... '__.· '+a .... , '-I """S_-<f'-; ... --:="-'-1 =i) ______ _ J Unit/Phase/Lot(s):_...,,l..,.d2 .... ;-TS..:..1~_7.,_,~/'-'-R~_q+-+-/.....,1n'""".,---------------------, . [ l -\ {. i Referenced Geotechnical Report(s): ___ ,, .... )...,/...::.)::...\'-'-1 1.a..., ,_,_-, _c._~--'(=v.......,;;ab~P .... · lP=------------------ Observation Summary eJ>-:rs:. Initials l< \1 h ~ Date l.~~ Initials ,v\\ h\'l. Date l f~ Initials --~, \_ ,9. 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. --• -:_ ..;.,. •. ,..:-y c. <:,, x,, . ,"'\ (2., .c... 1hr. -f 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 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 s1:1ch, and the contractor should schedule accordingly. 3. In the event of a site change subsf:lquent to our footing observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contacted to perform additional site observations arrd/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. · Notes fo Building Inspector Soil compaction test results, as well as depth offill, relative compaction, bearing values, corrosivity, and soil expansion index t~~t r,ei_s~lt~ are contained i~. t'e As-Graded~ Geotechnical or Final Compac~ion Report provided at the completion of gra~1,r:ig. ,· /,. . ! . ,.1 / ;ff)l)J-,p?, .. ,. /_ I l' i · I_( L-. t· / //f;,,-/.£:; .~-:;:-p~ __________ __... _ _,~a.........;...\. __ / Represent,atfveotG~oSoils, Inc. 5741 Palmer Way Carlsbad, CA 92008 (760) 438-3155 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 26590 Madison Ave. Murrieta, CA 92562 (951) 677-9651 GEOCENTRIC L\ >.; D S C R V E Y I N G A >.; D \! AP P I " G June 4, 2018 To Whom It May Concern: Subject: Trails End, Donna Drive, Carlsbad Geocentric Land Surveying performed an as-built field survey on June 4, 2018 and found the garage/second floor forms for buildings numbered 7 through 10 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 2150 N Centre City Pkwy Suite B, Escondido CA 92026 tel: 760.207.7824 fax: 760.745.7824 W\V\v.geocentricsurvey.com GEOCENTRIC LA;\ D S L' RV E \' I ;'\ C \ '.\' I) \1 :\ P PI .'-: C April 5, 2019 To Whom It May Concern: Subject: Trails End, Donna Drive, Carlsbad Geocentric Land Surveying performed an as-built field survey on April 4, 2019 and I hereby certify that the framing on the roof, is as shown on the the following table. LOT GARAGE PAD 1 253.97 2 251.97 7 216.97 8 214.97 9 215.47 10 217.47 11 217.47 12 219.47 13 228.97 14 230.97 Sincerely, Lorne DaPron PLS 7824 2ND · RIDGE RIDGE LINE FINISH LINE HEIGHT FLOOR ABOVE PAD 254.64 276.02 22.05 252.64 274.03 22.06 217.64 239.14 22.17 215.64 237.13 22.16 216.14 237.59 22.12 218.14 239.63 22.16 218.14 239.66 22.19 220.14 241.64 22.17 229.64 251.08 22.11 231.64 253.09 22.12 2150 N Centre Cir-y Pk\.vy Suite H, 1:scondi<lo CA 92l)26 td 760.207.7824 fax: 760.745.7824 \VWW.gLY1ccnnicsun:cy.u1m