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Home My WebLink About2872 Trails Ln; ; CB153205; PermitPrint Date: 01/15/2020 Job Address: PermitType: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2872 Trails Ln BLDG-Residential 1560904100 $439,241.00 1 3.00 TRAILS END Residential Permit Work Class: Lot#: Reference #: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Single Family Attached DEV04063 VB 4.50 PC130072 {"city of Carlsbad Status: Applied: Issued: Permit Fina led: Inspector: Final Inspection: Permit No: CB153205 Closed -Finaled 09/29/2015 12/19/2017 PBurn 1/15/2020 3:13:51PM Description: TRAILS END-TYPE 1-UNIT 10-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 Can cha 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: $31,814.64 Total Payments To Date: $31,814.64 Balance Due: $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 11fees/exaction,11 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 (CB153205) 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: 709463 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector 01/15/2020 01/15/2020 BLDG-Final Inspection January 15, 2020 Checklist Item BLDG-Building Deficiency 116376-2020 Checklist Item BLDG-Building Deficiency BLOG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Passed Paul Burnette COMMENTS TRUST THE PEV FAMILY REVOCABLE TRUST 2872 Trails Ln Carlsbad, CA Reinspection Complete Passed Yes Passed Yes Yes Yes Yes Yes Complete Page 4 of 4 PERMIT INSPECTION HISTORY REPORT (CB153205) 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: 2872 Trails Ln Carlsbad, CA IVR Number: 709463 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 05/29/2019 05/29/2019 BLDG-17 Interior 093025-2019 Partial Pass Paul Burnette Relnspectlon Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/17/2019 06/17/2019 BLDG-84 Rough 094780-2019 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 06/19/2019 06/19/2019 BLDG-13 Shear 095052-2019 Partial Pass Chris Renfro Reinspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Int. Shear Yes 06/21/2019 06/21/2019 BLOG-16 lnsulatlon 095308-2019 Passed Mlchael Collins Coriiplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/01/2019 07/01/2019 BLDG-82 Drywall, 096152-2019 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 08/14/2019 08/14/2019 BLDG-21 100750-2019 Passed Chris Renfro Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Denciency Backflow underground PVC to main line Yes connection. OK to backfill 10/31/2019 10/31/2019 BLDG-33 Service 109354-2019 Passed Chris Renfro Complete Change/Upgrade January 15, 2020 Page 3 of 4 PERMIT INSPECTION HISTORY REPORT (CB153205) 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: 709463 Scheduled Dale Actual Start Date Inspection Type Inspection No. Checklist Item BLDG-Building Deficiency 03/15/2019 03/15/2019 BLDG-14 086234-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 04117/2019 04117/2019 BLDG-15 089333-2019 Roof/ReRoof (Patio) Checklist Item BLDG-Building Deficiency 04118/2019 04118/2019 BLDG-13 Shear Panels/HD (ok to wrap) 089349-2019 Checklist Item BLDG-Building Deficiency BLDG-14 089150-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 05/1412019 05/1412019 BLDG-14 091808-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 05/2312019 05/23/2019 BLDG-16 lnsulallon 092634-2019 Checklist Item BLDG-Building Deficiency 05/24/2019 05/2412019 BLDG-13 Shear Panels/HD (ok to wrap) 092841-2019 Checklist Item BLDG-Building Deficiency January 15, 2020 Inspection Status Primary Inspector COMMENTS Floor sheathing on basement floor Partlal Pass Tim Frazee COMMENTS Floor sheathing on basement floor Floor sheathing on 3rd floor, upper floor 3/15/19 Passed Tim Frazee COMMENTS Roof sheeting nailing OK Passed Tim Frazee COMMENTS Passed Tim Frazee COMMENTS Floor sheathing on basement floor Floor sheathing on 3rd floor, upper floor 3/15/19 Roof sheathing OK 4/18/19 Partial Pass Paul Burnette COMMENTS Partial Pass Paul Burnette COMMENTS Partial Pass Andy Krogh COMMENTS Prelim shear at party. walls TRUST THE PEV FAMILY REVOCABLE TRUST 2872 Trails Ln Carlsbad, CA Re inspection Passed Yes Relnspectlon Passed Yes Passed Yes Passed Yes Passed Yes Reinspectlon Passed No Relnspectlon Passed No Reinspection Passed Yes Complete Incomplete Complete Complete Complete Incomplete Incomplete Incomplete Page2of4 PERMIT INSPECTION HISTORY REPORT (CB153205) 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: 2872 Trails Ln IVR Number: 709463 Carlsbad, CA Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspectlon Complete Date Start Date 12/20/2017 BLDG-21 044272-2017 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/23/2018 01/2312018 BLDG-11 046591-2018 Partial Pass Paul Burnette Relnspectlon Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Build!ng Deficiency No 02/14/2018 05/01/2019 BLDG-66 Grout 048773-2018 Cancelled Paul Burnette Relnspectlon Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/09/2018 03109/2018 BLDG-11 051137-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/27/2018 03/27/2018 BLDG-66 Grout 052862-2018 Partial Pass Paul Burnette Relnspectlon Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 04/10/2018 04/10/2018 BLDG-66 Grout 054430-2018 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/05/2018 06/05/2018 BLDG-11 059957-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/23/2018 10/23/2018 BLDG-11 073885-2018 Partial Pass Tim Frazee Relnspectlon Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Footings Check No 01/25/2019 01/25/2019 BLDG-14 082187-2019 Partial Pass Tim Frazee Relnspectlon Incomplete Frame/Steel/Bolting/ Welding (Decks) January 15, 2020 Page 1 of4 <._~) ~ C!T'I' 0~, CARLSBAD REC,ORD COPY INSPECTION RECORD CB153205 2872 TRAILS LN Building Division 611 INSPECTION RECORD CARD WITH APPROVED TRAILS END-TYPE 1-UNIT 10-SF ATTACHED 2781 SF 523 SF GAR 445 SF DECK PLANS MUST BE KEPT ON THE JOB 611 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carjsbadca.gov/BuHdinq AND CLICK ON "Request Inspection" DATE: \ DEV04063 PC130072 1560904100 12/14/2017 CB153205 If "YES·' is ched.(:d he low that Divi~,ion·s .1pproval is required i:,;;or to requestin1,{ a Fi11;1I Building 111~,pection. If you have any questions please call the ;ipphcahl<! div1sioni> at the 1ihone numiiers provided he!ow. After .-ill required approvals are signed ott f.ix to 7{i0-G02"8!3h0. email to hltlginsJH:ctions(;,,carlslJadc;q.;ov 01 bring i11 il COPY of this card to: 1()35 F;1tacl.1y Ave. C;nt~!i.1d. Required Prior to Requesting Building Final If Checked YES Plan11ing/Landscape 760-944-8463 Allow 48 hours CM&l /Engineering Inspections) 760-438-3891 Call before 2 pm Fire PreventJon 760-602-4660 AJlow 48 hours Date Inspector #12 REINFORCED STEEL #88 MASONRY PRE GROUT ROUT □ WALL DRAINS #10 TILT PANELS #11 POUR STRIPS #11 COLUMN FOOTINGS #14 SUBFRAME □ FLOOR □ CEILING #16 ROOF SHEATHING #13 EXT. SHEAR PANELS #18 INSULATION #18 EXTERIOR LATH #17 NTERIOR LATH & DRYWALL #51 POOL EXCA/STEEL/BONO/FENCE #82 DRYWALL,EXT LATH, GAS TES (17,18,23) #55 PREPIASTER/FINAL #83 ROOFSHEATING, EXT SHEAR (13,15) #19 FINAL #84 FRAME ROUGH COMBO (14,24,34,44) CODJ, II PLUMBING Date Ins r #86 T-8ar(14,24,34,44) #22 □ SEWER & BL/CO □ PL/CO #89 FINAL OCCUPANCY (19,29,39,49) #21 UNDERGROUND □WASTE □ WIR Date Ins #24 TOP OUT □ WASTE □ WIR A/5 UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 □GAS TEST □GAS PIPING A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A S OVERHEAD HYDROSTATIC #29 FINAL A/S FINAL com rt STORM WATER F/AROUGH-IN #600 PRE-CONSTRUCTION MEETING F/AFINAL #603 FOLLOW UP INSPECTION FIXED EXl'INGUISHING SYSTEM ROUGH-IN #606 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYST£M FINAL #609 NOTICEOFVIOLATION MEDICAL GAS PRESSURE TEST #810 VERBAL WARNING MEDICAL GAS FINAL REV 10/2016 SEE BACK FOR SPECIAL NOTES ~ GEOCENTRIC I. A:--,· D SL.RV E \' l NG \ '.\' D :\1 .\PP I'.'\ 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 s.hown 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 C.:ntrc Ciry Pkwy Suire B, rscondi<lo CA 92U26 tel: 760.207.78'24 fax: 760.745.782.4 \ V\\'W.gL'lKCntricsurvcy .com Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnica/ I Environmental & Construction Engineering I Civil Engineering I Surveying DAILY FIELD REPORT Client: Pacifica Real Estate Services Inc Job 10-13959T Number: Job Name: Trails End Residential Subdivision Development Day(s): Monday Job Location: 3151, 3155 Donna Dr. Carlsbad Ca. Date(s): 4-9-19 2876, 2880, 2884, 2888 Trails End Carlsbad Ca. Engineer: HTK Structural Engineers LLP Permit number: CB153136, CB153197, CB153201, CB153200, CB153199, CB153198 Shear-wall Special Inspection Performed the shear-wall special inspections on the shear-walls that had fastener spacing at 4" or less per CBC section 1705 at lot #1, #2, #11, #12, #13 and lot #14 per sheet S4. 0 Basement, lower floor and main floor, sheet S4.1 upper floor and roof plan. Verified correct materials, nailing spacing, hold-downs, foundation connection and shear transfer between floors/roof. All corrections were performed during the inspections, the installation is in compliance with the approved plans. Certification of Compliance: All work, unless otherwise noted, complies with the BP. the California Code of Re ulations Title 24. NAME: Bill Atwood SIGNATURE: CERTIFICATION NO: 5012754 1441 Montiel Road, Suite 115 I Escondido, CA92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net W.O. 6/ _;--·-_ L DATE /L-L -?-; 7 NAME /.2. C/t.l smA ~, HOURS ______ _ .G._eotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: V_;; f1 rJ A Vil /,JC, , L l c.,_ Project Name: --r;;_/J' l /~ b '?.> -----'~~~--~-~-------, ....... ...;...a;'--'------------ ---I ,,-, ,,,~ } I , -. ., Location/Tract: __,l~fZ,:.::•-'' l,:_i'--'.$"--~/-=---=•?c...:)::....,,,.., __;:L;.:;_'_:,,(_,il .;....'....:!b..::.~~A;_;_J.,~ _ _;L=-...... 7_-__ v___,~c....l _-_/;_·_Y ____________ _ ,, Unit/Phase/Lot(s): _/4_.._-r....;;J'---_,_7 ..... /'--'-'-i ...... _...;.7~/.!.:/o:....,.:...· -".;...,'/;:../,'-; z.:;;.....,.:...' _,_?'-/~/_'/ _____________ _ • t Referenced Geotechnical Report(s): _O---"/;'""".,_tt __ ~~'-, ___ !0=-.,.._-1.....;-._=':,_; ___ j_-_!_7_-,,--_b_. _-____ b_;· _~ l_b _________ _ ,,,. Observation Summary _1.,/ 1 · I ,, rntia s 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/t1 Date . / .. / 1l-/l 1 --,:_/< u~ , i- tV/2 i 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. I Notes to Superintendent/Foreman 1,) Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. --·2. Based on expansion potential of underlying soils, 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[Y?"_..e::"' €£? /'-;7u/ s I'~ 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. 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 Finai·Compaction Report provided at the completion ,o!grading. // /7 ~~L -._ ___ __ 5741 Palmer Way Carlsbad, CA 92008 (760) 438-31 55 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 Representative of GeoSoils, Inc. 26590 Madison Ave. Murrieta, CA 92562 (951) 677-9651 w.o. 0 t6 3 5 -c. DATE_l_-_1-_-_I t:,~- NAME Mt V-..E' ~~\-- HOURS_~1-'---. o~--- Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: Do,....__, NA D12.,\/E: ( t---L C Project Name: in. V\-1 L. S 13:.· Nb Location/Tract: Tn..v-"t, t..5 END CA1<.Lsl3AD c., ot-t -IL.f Unit/Phase/Lot(s): __ l-_o __ r_.s ______ l ...... /_--z... ____ 3a...,_/ Lf_,_-...... _ ..... .5...___/_e:,=-;-_____ (_1 _-_G._) _______ _ , / Referenced Geotechnical Report(s): --'D~A_,__·,'--',... E:~D _ __,_I =o_-___ 3"'"'1'------'-l_7_,__,/ ______ b;;;;;;..__-~b=-----'-/--6'--______ _ Observation Summary V\.-i5 Initials l /-z./ 19, Date )A 5 Initials 1 li/1 B Date tV, S Initials t /-2./ 18 Date v-L-1• 5 Initials 11 z.. I tR 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 the 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. PE.Rf-"on/J\J'oE-b 5erL.G-c,r //.J F'ric,RIN(., ON UN{)E:l'!.'5UA~ L,JrcU,'/ Tn:6'NC.li~:r , '""-<-Tic's PAo(\1.....-<, I.Nh\C.v.tcJ T t-ftA:r 1irl..el'-l<'..l-\€S B'>Ac.kr-,1...1.. 15 R.&l<:-r.v,r'i C.oV'-"l,0., .. 1...r j A~O SutrA,:,,LE" Fon.. ·rt-ti:: _.X:-..,._,T1::v->Ot',D u . .5C Notes to Superintendent/Foreman Q Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. 2. 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. ~ /<6e p Mo I s r ;¥;-- 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. 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 Car1sbad, CA 92008 1446 E. Chestnut Ave. Santa Ana, CA 92701 Representative of G€o'soils, Inc. 26590 Madison Ave. Murrieta, CA 92562 \ GEOCENTRIC l. A~ l) S l. RV !·: \' l N l~ AN I) MAP I' I;-; 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, J /). ;< u/~.,,v.--- Lorne DaPron PLS 7824 No. 7824 21SO 'Cc:nLn: C 1ty f'!.:wy Sui Le: n, LsconJid,1 , . .'\ 92()26 Le!: °?'0l1 .~\)(,T8~4 t.°i!X 76()],f) 7824 \VV,,.V/ ,SCOttt1 Lrj<.:~UfVty.con1 Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Suiveying INSPECTION REPORT PAGE _j_ OF -/-- CTE JOB NO. /_I'? -/:S r S7 REPORT NO. PROJECT NAME 7/:4 ,ls ,£ ,v-f ,1:/t?,tr.f; · INSPECTION MATERIAL IDENTIFICATION ADDRESS ~'•11.A i:i.-t r!t,.ef.skt-J / /4 /h:pR 1.v. 0 CONCRETE CONC. MIX NO. & lb/in2 Ci;/T)s .ittc/ ~ REINF. STEEL GROUT MIX NO. & lb/in2 ARCHITECT f /Je.s.1 §1 ,, □ MASONRY MORTAR TYPE & lb/in2 ENGINEER !± T K_ □ P.T. CONCRETE REINF. STEEL GR./SIZE /1612 C /' 6<? 4--/ Ii .... ,,,.. r , / CONTRACTOR Wi d~-& &ttl /l..cp,.k :;2er!': 1rre_r □ FIELD WELDING STRUCTURAL STEEL OTHER 0 /'V} -r. □ SHOP WELDING HIGH-STRENGTH BOLT ----- INSPECTION DATE PLAN FILE/OTHER BLDG. PERMIT/OTHER {~ -~-/-20 1 f MASONRY BLOCK OTHER 0 BATCH PLANT 0 EXP. ANCHOR 0 OTHER ---------------- MATERIAL SAMPLING 0 CONCRETE O MORTAR O GROUT 0 FIREPROOFING O MASONRY BLOCK 0 BOLTS O OTHER 0 REINFORCING STEEL O STRUCTURAL STEEL INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. .;..• . -~ Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME CERTIFICATION NO. b1t 4,,,,,_'/ ,4-z/4,; 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806·. I www.cte-inc.net • W.O. /0 /e <, ;---C -' (. DATE __ l-~~/ .... 1 __ / ___ ik_'. __ NAME __ L-...._""",-✓, __ ~ .... rrs ......... _::::r_._ HOURS ___ -: __ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: b, ,1, ·1 A 'D~·z . LL c_ Project Name: --r.-4':], I ;, :f, 1;) Location/Tract: 1>" .1 ,\J 1\,s, ,/,··",.,/, }:./,A,) 7i·~,tc.-;-c,· ,-y -1 Y UniVPhase/Lot(s): __ f .... -c ___ -___ ~_::i_ .... 7-+/-..C_· ~-(_,.f...,/f--'-i , ..... _. _______________________ _ Referenced Geotechnical Report(s): ___ \c_) __ )_1 .... i __ \ .... __ i _~ _< __ .c_l ___ c __ ,., .... ! ... H ... e· ________________ _ Observation Summary w)-::rr: Initials • 1 \\h ~ Date L) -:n.-Initials ✓~ \ 1 l\.'-< Date '-~:~ Initials • \-\ \'r-Date ,..-~ (-Initials \, \ \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 d~bris, 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 f .:.._ ,y-i I Notes to Superintendent/Foreman 1. Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. 2. Based on expansion potential of underlying soils, 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 Sl)Ch, and the contractor should schedule accordingly. 3. In the event of a site change subsequent to our footing observation and prior to concrete placement (i.e., heavy 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. Notes fo Bulldlng 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. 1 , ,' 1 -'"? , . ,;,--f,--1- 5741 Palmer Way Carlsbad, CA 92008 (760) 438-3155 , : (' I I ' l ! 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 Representatfve ofGeoSoils, Inc. 26590 Madison Ave. Murrieta, CA 92562 (951 ) 677-9651 GEOCENTRIC I \ '\ I l S l R \ I \ I '\ C. \ '\ ll \I \ I' I' I '\ C, 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 ]15l) "\ Ccntrl' Cit) l'k\\'j Suite n. T '-Cllnd1do C \ 92l\~6 tel 760.2t17 782-1 fax· 76l1.745.7824 \\'\\'\\ .gcnccntric~u" cy.c,1111