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Home My WebLink About2880 Trails Ln; ; CB153200; PermitResidential Permit Print Date: 01/14/2020 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2880 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 12 DEV04063 VB 4.50 PC130072 Description: TRAILS END-TYPEl-UNIT 12-SF ATTACHED 2781 SF, 523 SF GAR, 445 SF DECK Applicant: Owner: 4 DESIGN ARCHITECTURE KENNITH L CHRISS TRUST THE PEV FAMILY REVOCABLETRUST 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 CFO 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 CFO WATER METER FEE 1" Displacement WATER SERVICE CONNECTION FEE 5/8" DISPLACEMENT (P) WATER TREATMENT CAPACITY CHARGE 5/8" Displacement Total Fees: $32,046.64 Total Payments To Date: $32,046.64 {City of Carlsbad Status: Applied: Issued: Permit Fina led: Inspector: Final Inspection: Balance Due: Permit No: CB153200 Closed -Finaled 09/29/2015 12/19/2017 CRenf 1/14/2020 11:19:56M $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 $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 (CB153200) 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: 03/09/2020 Address: 2880 Trails Ln Carlsbad, CA IVR Number: 709458 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 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 06/25/2019 06/24/2019 BLDG-27 Shower 095631-2019 Passed Chris Renfro Complete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/08/2019 08/08/2019 BLDG-21 100145-2019 Passed Chris Renfro Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Backflow underground, ok to backfill Yes 09/10/2019 09/10/2019 BLDG-Electric Meter 103591-2019 Passed Chris Renfro Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/1412020 01/1412020 BLDG-Final 116289-2020 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 14, 2020 Page 4 of 4 PERMIT INSPECTION HISTORY REPORT (CB153200) 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: 03/09/2020 Address: 2880 Trails Ln Carlsbad, CA IVR Number: 709458 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency No 05/20/2019 05/20/2019 BLOG-17 Interior 092279-2019 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 05/23/2019 05/23/2019 BLOG-17 Interior 092636-2019 Partial Pass Paul Burnette Relnspectlon Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/07/2019 06/07/2019 BLDG-84 Rough 094141-2019 Passed Andy Krogh 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 06/14/2019 06/1412019 BLDG-13 Shear 094723-2019 Passed Chris Renfro Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-16 Insulation 094700-2019 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/18/2019 06/1812019 BLDG•17 Interior 094885-2019 Partial Pass Chris Renfro Relnspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency First layer drywall at party walls Yes 06/24/2019 06/24/2019 BLDG-82 Drywall, 095375-2019 Passed Chris Renfro Complete Exterior Lath, Gas Test, Hot Mop January 14, 2020 Page 3 of 4 PERMIT INSPECTION HISTORY REPORT (CB153200) 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: 03/0912020 Address: IVR Number: 709458 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency 0112512019 01125/2019 BLDG-14 082184-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 02/25/2019 02/25/2019 BLDG-14 084434-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 03/1312019 0311312019 BLDG-14 085954-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 04/10/2019 04/1012019 BLDG-13 Shear Panels/HD (ok to wrap) 088461-2019 Checklist Item BLDG-Building Deficiency 04/15/2019 04/15/2019 BLDG-15 088998-2019 Roof/ReRoof (Patio) Checklist Item BLDG-Building Deficiency 05/02/2019 05/02/2019 BLDG-13 Shear Panels/HD (ok to wrap) 090626-2019 Checklist Item BLOG-Building Deficiency 05/1012019 05/1012019 BLDG-16 lnsulatlon 091503-2019 Checklist Item BLDG-Building Deficiency 05/1612019 05116/2019 BLDG-17 Interior Lath/Drywall January 14, 2020 092029-2019 COMMENTS Footings Check Partial Pass COMMENTS Tim Frazee Floor sheathing on basement floor Partial Pass Tim Frazee COMMENTS Floor sheathing on basement floor 2nd floor sheet nailing floor Partial Pass Tim Frazee COMMENTS Floor sheathing on basement floor 2nd floor sheet nailing floor 3rd floor sheathing OK Passed Tim Frazee COMMENTS Passed Tim Frazee COMMENTS Roof nailing OK 4/15/19 Partial Pass Tim Frazee COMMENTS Party wall hold downs, LTP 4s, Framing OK to insulate 5/2/19 Partial Pass COMMENTS Tim Frazee Insulation and draft stopping at Party walls Partial Pass Paul Burnette TRUST THE PEV FAMILY REVOCABLE TRUST 2880 Trails Ln Carlsbad, CA Reinspection Passed Yes Reinspection Passed Yes Reinspection Passed Yes Re Inspection Passed Yes Passed Yes Passed Yes Reinspection Passed Yes Reinspectlon Passed Yes Relnspection Complete Incomplete Incomplete Incomplete Complete Complete Incomplete Incomplete Incomplete Page 2 of 4 PERMIT INSPECTION HISTORY REPORT (CB153200) 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: 03/09/2020 Address: 2880 Trails Ln IVR Number: 709458 Carlsbad, CA Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 12/20/2017 BLDG-21 044274-2017 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/04/2018 01/04/2018 BLDG-11 045044-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/23/2018 01/23/2018 BLDG-11 046593-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundatlon/Ftg/Pler s (Robar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/05/2018 02/05/2018 BLDG-66 Grout 047841-2018 Passed Tim Frazee Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 02/22/2018 02/22/2018 BLDG-11 049417-2018 Partlal Pass Paul Burnette Reinspection Incomplete Foundation/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/27/2018 03/27/2018 BLDG-66 Grout 052864-2018 Partial Pass Paul Burnette Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Buflding Deficiency No 04/10/2018 04/10/2018 BLDG-66 Grout 054431-2018 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06114/2018 06114/2018 BLDG-11 060802-2018 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 073888-2018 Partlal Pass Tim Frazee Re inspection Incomplete Foundatlon/Ftg/Pler s (Robar) January 14, 2020 Page 1 of4 <_(~ ~ CITY 01 CARt.SBAb CB153200 Building Division RECORD CQF; C INSPECTION RECORD 2880 TRAILS LN TRAILS END-TYPE1-UN!T 12-SF ATTACHED 2781 SF. 523 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca,goy/Bylldlng AND CLICK ON "Request Inspection" DATE:. \2-\'4-I 1 SF GAR. 445 SF DECK DEV04063 PC130072 1560904100 12/14/2017 CB153200 If ·'YES" is checked helow that Division's approval i,; required prior to reql1e~ting a Final Bui Illini.~ Inspection. If ynu have any (Juestions please call the applicable divisions at the 1>honc numbers provided below. After all requiu:d approvals are signed off-fa){ to 760-G02 8560. email to bldg:inspections("'carlsbadca.gov or bring in a COPY of this card to: 1G35 Faraday Ave . Carbhad. Required Prior to Requesting Building final If Checked YES Planning/Landscape 760-944-8463 Allow 48 hours CM&l (Engineering Inspections) 760-438-3891 Call before 2 pm Fire Prevention 760-602-4660 Allow 48 hours Dato Inspector #12 REINFORCED STEEL #88 MASONRY PRE GROUT SGROUT Cl WALL DRAINS #10 TILT PANELS #11 POURSTRIPS #11 COLUMN FOOTINGS #14 SUBFRAME O FLOOR O 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 □ SEWER & BL/CO □ PL/CO #21 UNDERGROUND □WASTE O W1'R #24 TOP OUT □ WASTE O Wl'R #27 TUB & SHOWER PAN #23 □ GAS TEST □ GAS PIPING #25 WATER HEATER #28 SOLAR WATER #29 FINAL Com 11 STORM WATER #600 PRE-CONSTRUCTION MEETING #603 FOLLOW UP INSPECTION #605 NOTICE TO CLEAN #807 WRITTEN WARNING #609 NOTICE OFVIOLATION #610 VERBAL WARNING REV 10/2016 Ins or UNDERGROUND (11,12,21,31) #82 DRYWALL,EXTLATH, GAS TES 117,18,23) #83 ROOF SHEATING, EXT SHEAR (13,15) #84 FRAME ROUGH COMBO (14,24,34,44) T-Bar (14,24,34,44) ANAL OCCUPANCY (19,29,39,49) A.JS UNDERGROUND VISUAL A./S UNDERGROUND HYDRO A/S UNDERGROUND FLUSH A.JS OVERHEAD VISUAL A./S OVERHEAD HYDROSTATIC A/S FINAL F/AROUOH-IN F/A FINAL Date Ins r FIXED EXTINGUISHING SYSTEM ROUGH-IN,,_----l-----f------- FIXED EXTINO SYSTEM HYDROSTATIC TEST FIXED EXTINGUISHING SYSTEM FINAL MEDICAL GAS PRESSURE TEST MEDICAL GAS FINAL SEE BACK FOR SPECIAL NOTES Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical 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 81! the California Code of Re ulations Title 24. NAME: Bill Atwood CERTIFICATION NO: 5012754 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net ~L' .. --) , ----; -i• ,,-~E' --'.•{ p; -•' . .. . ' / . ,. / s, . .,-· J .•• ----... / 4-~;,. ·_./,.> / ~ ;, .,,.... // -~--.-w.o. ~t:·-: -:__ DATE /.L.--Z. 1-17 NAME /2. C/r..-1 S?-->J/1 ~, HOURS ______ _ .G._eotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY /'1 -1 L' ----Ir Client Name: e-_,,.,.;? 11 tJ A L/li /1/C , C C--Project Name: -7 t?d l , { C ..!"'..> _..;;_::;c._,:~a,..;;,.;._.,."---',~..:;...;;;;...:...._..:;._....;;;:;____ -, ........ -'-'-;..;..a.------------ ---I C /--·. I / . ,,--. ,/ Location/Tract: --'/'-'-'n:;.::•c....,., .:...I -'-'i 5,.:::...._.,__,-"'----',7'-'C)::....,,.,.__;;L:.:..•...:;.l_<_,_/.:..··~b""':c:;:..A.:.;.i.-=----L=-_,_/ __ O---''--,:....J_---'-/_-Y_· ___________ _ ,, I Unit/Phase/Lot(s): _/4_ ... ...:;-r_· -"-J _...,7...,/'--"'-i ........ , _CJ.;.,., 1._,'i...;;;u...,.:..... _._/J""''l .... ~..:;.z_.,,.,'---_1_? .... l ~.,,1_1 _'/ _______________ _ J I Referenced Geotechnical Report(s): _k_.,,,: __ ,;_li_~ __ ~, ____ /i __ U_.,...,_-__ ~: .... ·i __ /_-/_7 __ f.._:_, --~b_· _-/_b _________ _ ,r' Observation Summary /,/ r ll/,,1 . ~- ll--li 1 I --: ... ,/ Initials Date Initials Date Initials 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. (l~ 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. , f-' ,viz 1 Initials Date J-U r ,.--;J_ 5 ' /-.:_ ,,-, -........ ,e r--=--'bJn o .,, ,;..,, ~ µ <.r .s ~i. LA -n Lt "-f-, Cri, c h r!---L..,.., • FJ',9~}., ,t1 ,, 1:. /t~·h /.., ., . .,/,c.c,-r,:...1 -rt.,.,-r--t/-.-e-.... c ~ _,b_.,. ~I<-. II i , ,..,ibr1-.1c.l-. / 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 tha\ clayey soils may tak~~xtended period of time for such, and the contractor should schedule according~,.e::: €£? .,,-?'v..l s I" ....,,,W- in the event of a site change subsequentto 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 _ot grading. . /1// /'? /_ / ~«'.___ :··-----· .. 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 [ /Uf:SPA-'-{ \ W.0. (o 0 3 5 -C DATE_l;....--'-1-._-_l_t', _____ _ NAME M I k£ St:r-..V\- HOURS_~1-~, 0.;;;__ __ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: Dc,NNA On.. \\IE:. 1,--L C Project Name: ,-;'l.. 4 i L s ~Nb Location/Tract: T fl 1/.\ 1 L s END C Al'<.. Ls L3 AP c, 01--1 -/'-f Unit/Phase/Lot(s): __ l-_o __ , ......... s __ \_/ ___ 2_-=3 ..... /_1 L...,,..t ___ -r;;:;"-----/ __ e:,___,.. ______ ( ___ 1 _-_(,_) ________ _ / Referenced Geotechnical Report(s): __,D=...;..A:...:·rc...:~:;;..:l ..... )_ ..... l....,O"---=3 ...:..1 _-.....;_I 7-'--,~· -=b----=~~---'-1....;;:;?.. _______ _ Observation Summary IM5 Initials 1 /-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 . . ,v\ 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. t /z/, B Date t0i. s Initials 1 /?. I 18 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 P1::.Rf--on.MEb 5~LGc,r ,,.., f>r'-£,R IN{,, ON UN{)ER'SL!A Q vn c1f'/ Tt'<€NC.li~~, l"\<...T1~..- t I i. I /fiJ Date Pr'l.ol\l ...... (, .I:.,-H)\C.11\IE:..f Trf-tA,, T.-7...1:'r-JCHC:s 6'v.-.c.kf.:1lA ,s R.f:.l-:-r.v,,'-/ Cov--,eA<..T I 1-\-~0 S u1rA ~LE Fon.. ·rd-c: . .i:-........ ,<:=i,-,OE;D u.s.C Notes to Superintendent/Foreman G) 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-/<6ep 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 Gfu-SOils, Inc. 26590 Madison Ave. Murrieta, CA 92562 I I January 3, 2018 GEO CE NTRI C LAND SLRVEY!Nt: AND MAPPl~G 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, Lome DaPron PLS 7824 No. 7824 21-St) \: Cm rn: CI t.~· p·-<\\·y SuiL..: n, FsconJi.ck11...A 92026 Le!: 76t 1 .~\)7.7824 fax 760.7.:}5 7824 \V\V ,v .gcocen tr,iL ~u rvt·y.(n.n1 . ------ Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT 7 8 7 6. 1 Q8o '288l/, .?.B88 ~ I .,_ \...._,, / ,, -' PROJECT NAME TP".2.,t,!t <; 1;,,v r] f4&.S11_,fV-.,/"tJJ.. l INSPECTION ADDRESS C t:;,'2_{ S {j(~ Q VIL~ t! r.-t;-12.12.. ij. □ CONCRETE l2Qt:lltYr1, tl::Z. cAgt ~t-ZAn G<l REINF. STEEL ARCHITECT 7' {J ~ '5,r (yt.l cl£ c.. £'.,{. □ MASONRY ENGINEER _1-;,;c-,-,,,-□ P.T. CONCRETE CONTRACTOR □ FIELD WELDING OTHER □ SHOP WELDING INSPECTION DATE /·'-/-/°' □ BATCH PLANT PLAN FILE/OTHER □ EXP. ANCHOR BLDG. PERMIT/OTHER r: 6/ ·i 3 I 18 -~ 8. I -;· j 2 6 1 □ OTHER MATERIAL SAMPLING PAGE OF CTE JOB NO. IC'-I i 9 ,;·7 t REPORT NO. MATERIAL IDENTIFICATION CONG. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORT AR TYPE & lb/in2 REINF. STEEL GR./SIZE A61,; (._tJ ,/.!"~ STRUCTURAL STEEL HIGH-STRENGTH BOLT MASONRY BLOCK OTHER 0 CONCRETE 0 MORTAR 0 GROUT 0 FIREPROOFING □ MASONRY BLOCK 0 REINFORCING STEEL 0 STRUCTURAL STEEL 0 SOL TS O OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. r~-v-, ;-01 r---:::.. ,+ T UN 1 : d: I i .o T 5 / f · I 2' .A:,-..,,; T ff. ·5 c ,., t H :f" ,.;; 4-:; T , ,.,, ? u s ✓-?:,• 112. 06 T.•Jr/L. $ .t:roTt~tQ <L,/ (;' l/r1;:6[ -S<t, o f l 1"'1 011 rA1/ 1/J/~-e, I h vO... At141 Scv,,-,1 ,v 0t-4ll A1r,T 7 . 0~ -;--_.: ;;/./fr-.i/i./ -;;:_e,.,.;//; :t..Jr ,. i/1 ,~ 1,J.,,/ /, <:;0/ Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. ~------------------------------------------- PRINTED NAME !A/// { 1 A ,-/, Cr:n/ ,;.-_,,. / CERTIFICATION NO. 5 o·-1! y,;-~1 SIGNATURE _,4-=u-""--,,_,--+;-=-~"--"-·~-/-·;,._' :c.../".:=.~=-~""':,'-.#,-· __ _ 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT · PROJECT NAME Trails end residential ADDRESS Carlsbad village and Donna dr. ARCHITECT _4~D~es~ig~n~--------- ENGINEER ~H~T~K~----------- CONTRACTOR Pacifica ~==--------- OTHER INSPECTION DATE PLAN FILE/OTHER _6~-~13-=20~1~8 _______ _ BLDG. PERMIT/OTHER _b"'e""lo°'w~------- INSPECTION □ CONCRETE [:8] REINF. STEEL □ MASONRY □ P.T.CONCRETE □ FIELD WELDING □ SHOP WELDING □ BATCH PLANT □ EXP. ANCHOR □ OTHER MATERIAL SAMPLING PAGE -~1-Qf GTE JOB NO. 10-13959T REPORT NO. MATERIAL IDENTIFICATION CONG. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORTAR TYPE & lb/in2 REINF. STEEL GR./SIZE Grade# 60 STRUCTURAL STEEL HIGH-STRENGTH BOLT MASONRY BLOCK OTHER □ □ CONCRETE □ REINFORCING STEEL MORTAR □ GROUT □ FIREPROOFING □ OTHER MASONRY BLOCK □ STRUCTURAL STEEL . □ BOLTS □ INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING OR OTHER PROJECT ISSUES. Weather partial clouds 70's/ Locations lots 11, 12, 13, 14 and exterior piers permits CB153198/CB 153199/ CB153200 and CB153201/ Observed placement of reinforcing footings and slab on grade these locations as per plans and specifications/Details shown page S4.0 Reinforcing tied in place and were needed placed on concrete chairs to maintain position and clearance/ Footings cleaned of excess dirt and debris to maintain clearance from soil/ these locations ready for concrete placemenU < end > Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME ~M=lk~e~K=in=ge=ry~-------- CERTIFICATION NO. ICC 5258871/ SD 1001 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net ; ~ GBOCENTIUC LANlJ SURVF.YINC: AND MAPI'lNG June 12, 2018 To Whom It May Concern: Subject: Trails End, Donna Drive, Carlsbad Geocentric Land Surveying performed an as-built field survey on June 12, 2018 and found the garage/second floor forms for buildings numbered 11 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 2150 .'-! Centre Ci Ly Pkwy Suite H, [sconJido CA 9:>026 tel 760.207.7824 fox: 760745.7824 \V\V\V _ g e-oce n tr.ics u rv ey. com I I I 31110 231.61 --,------31111 231.61 LOT 14 2nd FF=231.64 BASEMENT FT=211.24 PAD=21tl.1!H'3 ., 2~.64 LOT 1 2nrl FT=229.64 BASEMENT FF=209.24- PA00•208.57 GAl?AGE PAD= 230.97 CAI/ACE PAD= 228.97 PLAN 1 31115 229.64 'r__,. ____ _J 31114 .__ ______ _J 229.62 X 31116 229.63 x31117 229.62 r _______ _,:x31119 220.17 x31118 220.17 31120 220.16 -.------31121 LOT 12 220.15 2nd FF=220.14 BASEMENT FF=19fh~:1- PAD=1~rii1f Pl.AN 1 LOT ~il3 2nd ff=;tt'8~14 GASCMENT FF=197. 74 PAD" 197.07 GARAGE PAD•• 219.47 GARAGE PAD= 217.47 31124 31125 218.17 PLAN 1 31127 218.16 'r_J ____ _J 31126 .__ ______ _] 218.17 X 31128 218.17 X 31129 218.16 GARAGE fJ!d)= 217.47 LOT 14 2nd FF=231.64 BASEMENT FF=21124 PAD=210.57 .J 1 LOT 1 2nd /T=229.64 BASEMEN/ FF=209.24 PAO,, 208. 57 PLAN 1 GAfiAGE 1< A!!ll7,7 2JtJ.'off' ~Wis 228.97 078 X 2 0.94 0076 X 31.01 X 00 8.94 0073 r-__,_ ____ xJ2B.93 LOT 12 2nd FF= 220.14 BASEMENT FF=199. 74 l'AD=199.0I !'!AN 1 LOT 11 2nd FF =218.14 l3ASEMCNi !'F=197.l4 PAD , 197.07 PLAN 1 G.Afi\U_l X~3, 219.47 0067 X 19.52 X 3 069 9.50 070 X 17.51 x3072 ,..__,_ ___ ---317.49 GARAGE f'AIJ= 21/47 ,. Geotechnical • Coastal • Geologic • Environmental · FOOTING TRENCH OBSERVATION SUMMARY WO .~ I --,.,,.. __. ·i · -: o ,. _____ !.._.Lf/7__,'' _,'"'.,....• 1;,_;• A;:...~.,._,_,_(,.:.__ DATE·-·.....,:;,;.,.._/--'..,..-/,_,1•,-->'_~ _s -_ &I /t1 r NAME 't.:,.;!;, --~=-----HOUR S __ ~Z ___ _ i\ ' /,., Client Name: .· DAI//A /flt. /{Hi l u!,,, ---p N i .· . w,.,./) reject ame: ___ .. ...,if,~A'""'I~"--·'-; ....;;,e;,,'-',,'--v ---------- Location/Tract:_.;..;·· -::..:.~<1~1.a=-;..;,~r...,.~·.t~tl..:...· ....,_wl £::::;· _· .:;.l)'--i:-.!..1/.....,· I:...¥~----,----------------------- I ' ,. Unit/Phase/Lot(s): lo r..s /I Jr; /J/P6 /~r:.s / .. /4• t/ :-J A i,;/'J>lb: 'Ji04 /J.5 { F I . / I I · Referenced Geotechnical Report(s): ..... , ..... 4 __ . ··, __ ::: __ . 7" .... 1.-____..1:·.._h.,,_"' JJ_...r.?, ... 1,..·r:,..:.., )____._L;.,;.~A .... 1"""~""tl)""-_l: .... o,._/ .... ::--,1 ._l .... 1......,..IJ""'.f"""rl: .... l) ......... /..._/"'""lo"'".,,.../2..:...l &...._ ______ _ / f I ' I Observation Summary r -=2:-Initials 1,/1/J{Date I A repres.entative 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;...,,.; Initials I, It/; ~·Date · I I 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 rl:lcommendations of }he geotechnical report. ,'...:i:: Initials ~A representative of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The ii 17' /J (bate 1, ~ setback was in general accordance with the recommendations of tbe geotechnical report. -{ ( * _/-~a-4Tn°' r1~C.~ ~~ i-1-:T"i II; ~:::._-1;5 ~ g>~ To povf;.... -~fVflr_lilNf}f1-t} 1,'7t•ftY/?l/!f:' ~ Initials .':+;o{/i.b h::.-,J;E,V//Jl,,,r, / ·/_./ot.:..--ro \Ji,'£..TtC-fU-•.J.oOfJ.~T~,{ 0 µ. /. 'ft:'A', i,_.,, p .. ~£6 r.??f;. t.brNf ~/1111 Date NZ-~Pe?r_-:--v ;mr-Le 1~t t;_v'~ r7]1!~ 11m~-.n__...,c., ,,,..,1/U/1 .· ·1t:.. ?~-r/ur-:i .QCC.. • 1 ti ,c. -, O f--V i)' /C,,-r-v,c.. l.,,-i1/ 1 -" I / l I'.:, 1 ,: , t '1'• t ~ ., 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 such, and the contractor should schedule accordingly. l 'IJ:lt.f /i:c;;/ST 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 projectstructural engineer's design, if different from the geotechnical report. Notes fo Building Inspector Soil compaction test results, as welta-s depth of fill,,re(ative compaction, bearing values, c.orrosivity, and soil expansion index test results are contained in ,tife As-Grac,i.ed 6e6technical or Final Compaction Report provided at the completion of. grading. / ,/ · .. · , c.:.~·: ·· )" , ,,-· / ,/_ , . . / _____ ,(_/ / , , '·· (_--..,___ ___ .. 5741 PalmerWay Carlsbad, CA 92008 (760) 438-3155 / / 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 Representative of Ge~Soils, Inc. 26590 Madison Ave. . Murrieta, CA 92562 (951) 677-9651 ~ GEOCENTRIC l.A'.\D SL:RVEYING :\:\D ~APPi;\(; 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 '21)() N C:ntrc C!ry Pkwy Suire H, rscnnJi<lo CA t)2{)26 td· 760.207.78'24 fax: 76l\745.7824 W\\'w.gcoccmricsur\'cy.com