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Home My WebLink About2888 Trails Ln; ; CB153198; PermitResidential Permit Print Date: 01/13/2020 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2888 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 14 DEV04063 VB 4.50 PC130072 Description: TRAILS END-TYPEl-UNIT 14-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 (city of Carlsbad Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Balance Due: Permit No: CB153198 Closed -Fina led 09/29/2015 12/19/2017 CRenf 1/13/2020 10:46:07 M $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, dedications1 reservations, or other exactions hereafter collectively referred to as "fees/exaction.11 You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. lf 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 (CB153198) 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: 2888 Trails Ln Carlsbad, CA IVR Number: 709456 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 06/10/2019 06/10/2019 BLDG-16 lnsulatlon 094220-2019 Passed Andy Krogh Complete 06/12/2019 06/12/2019 BLDG-17 Interior 094450-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 1st layer party walls Yes 06/19/2019 06/19/2019 BLDG-82 Drywall, 095041-2019 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 08/08/2019 08/08/2019 BLDG-21 100147-2019 Passed Chris Renfro Complete Underground/U nderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Backflow underground, ok to backfill Yes 09/10/2019 09/10/2019 BLDG-Electric Meter 103589-2019 Passed Chris Renfro Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/13/2020 01/13/2020 BLDG-Final 116080-2020 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 13, 2020 Page 4 of 4 PERMIT INSPECTION HISTORY REPORT (CB153198) 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: 2888 Trails Ln Carlsbad, CA IVR Number: 709456 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 05/10/2019 05/10/2019 BLDG-16 lnsulatlon 091501-2019 Partial Pass Tim Frazee Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Insulation and draft stopping at Party walls Yes and wrap back at Party walls 05/14/2019 05/14/2019 BLDG-13 Shear 091733-2019 Partlal Pass Paul Burnette Reinspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Party wall hold downs, L TP 4s , Framing Yes OK to insulate 5/2/19 05/16/2019 05/16/2019 BLDG-17 Interior 092031-2019 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLOG-Building Deficiency No 05/20/2019 05/20/2019 BLDG-17 Interior 092284-2019 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 05/23/2019 05/23/2019 BLDG-17 Interior 092638-2019 Partial Pass Paul Burnette Relnspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/03/2019 06/03/2019 BLDG-84 Rough 093540-2019 Passed Chris Renfro Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLOG-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 06/07/2019 06/07/2019 BLDG-13 Shear 094143-2019 Partial Pass Andy Krogh Reinspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Interior shear at party walls Yes BLDG-Building Deficiency Party wall hold downs, L TP 4s , Framing Yes OK to insulate 5/2/19 January 13, 2020 Page 3 of 4 PERMIT INSPECTION HISTORY REPORT (CB153198) 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: 2888 Trails Ln Carlsbad, CA IVR Number: 709456 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Relnspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Footings Check Yes 01/25/2019 01/25/2019 BLDG-14 082188-2019 Partial Pass Tim Frazee Reinspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLOG-Building Deficiency Floor sheathing on basement floor Yes 02/12/2019 02/12/2019 BLDG-14 083696-2019 Partial Pass Paul Burnette Reinspection Incomplete Frame/Steel/Baiting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Floor sheathing on basement floor Yes 02/19/2019 02/19/2019 BLDG-14 084042-2019 Passed Tim Frazee Complete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Floor sheathing on basement floor Yes Nailing on Floor sheathing on 2nd Floor 03/13/2019 03/13/2019 BLDG-14 085956-2019 Partial Pass Tim Frazee Relnspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency 3rd floor sheathing OK 3/13/19 Yes 04/10/2019 04/10/2019 BLDG-13 Shear 088463-2019 Passed Tim Frazee Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/11/2019 04/11/2019 BLDG-15 088582-2019 Passed Tim Frazee Complete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/02/2019 05/02/2019 BLDG·13 Shear 090630-2019 Partial Pass Tim Frazee Re inspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Party wall hold downs, L TP 4s , Framing Yes OK to insulate 5/2/19 January 13, 2020 Page 2 of 4 PERMIT INSPECTION HISTORY REPORT (CB153198) 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: 2888 Trails Ln Carlsbad, CA IVR Number: 709456 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 12/20/2017 BLDG-21 044277-2017 Passed Paul Burnette Complete Underground/U nderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/0412018 01/04/2018 BLDG-11 045042-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/23/2018 01/23/2018 BLDG-11 046595-2018 Partial Pass Paul Burnette Re inspection Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/0512018 02/0512018 BLDG-66 Grout 047842-2018 Passed Tim Frazee Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/22/2018 02/22/2018 BLDG-11 049419-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/27/2018 03/27/2018 BLDG-66 Grout 052866-2018 Partial Pass Paul Burnette Reinspec~ion Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 04110/2018 04/10/2018 BLDG-66 Grout 054424-2018 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/14/2018 06/1412018 BLDG-11 060804-2018 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 073886-2018 Partial Pass Tim Frazee Reinspectlon Incomplete Foundatlon/Ftg/Pler s (Rebar) January 13, 2020 Page 1 of 4 <_&'f, ~ CITY OF. R:_ _ .JRD COPY CB153198 CARLSBAD INSPECTION RECORD 2888 TRAILS LN Building Division @ INSPECTION RECORD CARD WITH APPROVED TRAILS END-TYPE1-UNIT 14-SF ATTACHED 2781 SF 523 SF GAR. 445 SF DECK PLANS MUST BE KEPT ON THE JOB @ CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION @ FOR BUILDING INSPECTION CALL: 760-602•2725 OR GO TO: www.Carbbaclca.qoy/Bulldlng AND CLICK ON "Request Inspection" DATE: \2-CJi-j DEV04063 PC130072 1560904100 12/14/2017 CB153198 If "YES" is clwck,:d below th;1t Division·s approval is reriuired p1mr to requestmg a Fin:il Bui!{ling Inspection. lt you have any quc'.;tions please call the ,ipplic:a!Jie divisions :it the phone numbers provided belovv. Afte1· ;:di tcquirul approvals are si~~IH:.t off ta;,; to 700 002-85GO. email to hldginspectio11~(:ncarls1Jadc;:1.gov or tiring in a COPY of this car<! to: Hd!) F<11<1d:1y Av,:. Carlsli;11l. Required Prior to Requesting Bulldlng Final If Checked YES Planning/Landscape 760-944-8463 Allow 48 hours CM&/ {Engineering Inspections) 760-438-3891 Call before 2 pm Fire Prevention 760-602-4660 Allow 48 hours Date Inspector #12 REINFORCED STEEL #66 MASONRY PRE GROUT ROUT □ WALL DRAINS #10 TILT PANELS #11 POUR STRIPS #11 COLUMN FOOTINGS #14 SUBFRAME □ FLOOR □ CEILING #15 ROOF SHEATHING #13 EXT, SHEAR PANELS #18 INSULATION #18 EXTERIOR LATH #17 INTERIOR LATH & DRYWALL #51 POOL EXCA/STF.EL/BOND/FENCE #82 DRYWAU,EXT LATH, OAS TES (17 ,18,23) #55 PREPLASTER/FINAL #83 ROOF SHEATING, EXT SHEAR (13,15) #19 FINAL #84 FRAME ROUGH COMBO (14,24,34,44) CODI: If PLUMBING Ins r T-Bar 114,24,34,44) #22 □ SEWER&BL/CO □ PL/CO FINAL OCCUPANCY (19,29,39,49) #21 UNDERGROUND □WASTE □ WTR Date Ins r #24 TOP OUT □ WASTE □ WTR A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 □ OAS 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 COVEii STORMWATER F/A ROUGH-IN #600 PRE-CONSTRUCTION MEETING F/AFINAL #803 FOUOW UP INSPECTION FIXED EXIINGUISHING SYSTEM ROUGH-IN #605 NOTICETO CLEAN AXED ElCIING SYSTEM HYDROSTATIC TEST #807 WRITTEN WARNING FIXED ElCIINGUISHING SYSTEM FINAL #809 NOTICE OF VIOLATION MEDICAL GAS PRESSURE TEST #610 VERBAL WARNING MEDICAL OAS FINAL REV 10/2016 SEE BACK FOR SPECIAL NOTES Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Sur,.,eying 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 a11 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 ~ GEOCENTRIC J. ,\ '.'\ ll S L' R \' F Y I N (; ·\ '.'\ I> ~1 .\ I' 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 Ccnnc City Pkwy Suite H, Fscnndiclo CA 02{U6 td 76l!.207.7tf24 fax: 76l\745.7824 \V\\'W.gcLiccnrric::.u rvcy .com .,..-~·!L, -•J ''). -,~ --~' ...t.--,r' V'.,, . .. .. . ~· f) ~.,. :, ~E ,./ . ~---~; '/\ r ' ,-: . .✓-.• -:, / •• ., ' ,,-:~ h-1/1· . ' /' . '// / '· ~ s, . w.o. 6( T ~--.C- DATE / L-z. ·7-l? NAME /:2. CJr.1 smA ~· HOURS ______ _ ..G,_eotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY [ , L , __,---1 r Client Name: -""'-'-7-=~-7:...,---att_,t...;.1_A'----,0.,__1'.-'--'l ..... 1 ___ v __ c...,., __ l_ .. _,C... ____ Project Name: 7 /t.-4' .1 I { C .:.-?_::;. -.-I £ ,'' I ,...... ,·'? / . ., Location/Tract: _::..l ..!..iZ-:::;;,:.....··..!..J .l.'~1~-==-..... •-=-'--=::>:....,.,...., ___:::L:.:...-..:..,(.:....:....,·..:..1-'-:~:.:::A.:..:J..:.( __ ..:::L:::::....,~7_-_v_·· --"'-,,_; _-__;;__Y ____________ _ , Unit/Phase/Lot(s): _/4_✓...:.-r_· =-J _.::..7+,/...1.t~--...:.CJr-1~10=-' .,,... _....;/J.-,,,: 1 /~;...:;z.;,_,,.l,,~-'-?~I .J;./J_'-.;...Y ______________ _ Referenced Geotechnical Report(s): ----'-0_' ~;:._tt...;.~..a.~..:'--, _::,_/c,,,=-'7---= ... ~:;.....,'..,./_-_/...,;7_' ---,;--b_.-_-_____ l,_-_/_(:_~----------,,. Observation Summary /,/ ,.. IL/i 1 . /_,,· 'l--/< 1 --,: /'" 11.k 1 I ;- :c.,/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. ,r'I i/,9, 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~e~xtended period of time for such, and the contractor should schedule accordingtyp--£ €£? /--?c>/ s / -~ 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 _qgrading. ,,/ / /7 /✓ / 5741 Palmer Way Carlsbad, CA 92008 (760) 438-3155 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 ~1C2_ ... _. ____ Representative of GeoSoils, Inc. 26590 Madison Ave. Murrieta, CA 92562 (951) 677-9651 w.o. 0 k, 3 5 -c.. DATE_l:_-_..::..1-_-_t'-~=· _ NAME ,\A t I-US Sc:::r--v\-- HOURS_-1-'--. o..c..-__ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: D r"-:i N NA Project Name: _-..:../_r_1..;..;.V\~\ _L.;;;;..:::$'---=~--.:...N~b _____ _ Location/Tract: _-r-.,!_, ...:.0.~A~':....:L-::::....:..-5!...-~l=-~N-.:::..!:D~___::C~A:..:....f<..:::::...l~s~l3;!.!:A....!.· •~D:;___--=C.=-:t_.....::::6~'-1....:.....--...:..1_1.-f..l.-_______ _ Unit/Phase/Lot(s): _....;..l-_o;;:.....;...r ....;;s;..._._\-'/_-z.....;.;,_-,-___;:;;3'-"/'-- 1 4--':...., . ..___.-S-~,_/--'b~ ___ (.:,___1_-_~_)-'----------, / Referenced Geotechnical Report(s): ----.!D~A~-r...::t:::..!/.:!..)_....J/:..:,0:::...-...... 3-==-· ..!..I _-~_:,_/ 7..!,_......_--=b--__,,.~.___-__,_/ =b'--------- 1 Observation Summary IM5 Initials i / ·:d 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. )A 5 Initials A representative of GeoSoils, Inc. observed and reviewed footing excavation depth/width. Footing excavations generally extend to proper depth and bearing strata, and are in general conformance with recommendations of the geotechnical report. : iii, 3 Date t'v, S Initials A representative of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The setback was in general accordance with the recommendations of the geotechnical report. 1 I -z I I B Date 11U. 5 Initials Pt=. RF o(l)_'.!V,E: b 5e: LS<. r , ,.., f>1u., ,~ 1 N (., ON UNDSn. -& LrA A un u rf TnG N(l-t~· ~. 11A<-T1 ~ '' I/ z_. / IR Date PAoCSl~(, I.,-.;t,l <.V'rteJ Tt-H"<, 1"7..t='l'-lCHt"S B'>Ac.k1-,t..l.. IS R.r:cl..--rrv•r''/ Co,,,._..f "'"''' /-_!N_f) Su<r-""<(',L(: Fon.. "Tt-1£ .:C:v--Jl<=v->Di:it> vs<:: 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 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. %-/<6 e p 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<< ;,§;; < < < GEOCENTRIC L :\ ;\ D SI R \' L \' l N (; :\. S D MAP f' 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 lo 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 ......._ Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT 78 ~6 -;:·.-..1 8~'> 2£8'1', ?_.;:;,,:_;£ _ l \ -l-~ -1 ., PROJECT NAME TP,J,I{ > 1;.,v,] f2,.k,:..>/1)e,_,, . .✓.,.,..1µ, i INSPECTION ADDRESS C /.\.,) ( , Ac\ n ti IL(. A ,-,..f• I) 12. d. ARCHITECT ENGINEER CONTRACTOR OTHER INSPECTION DATE /·'-j-1 °:, PLAN FILE/OTHER ___________ _ BLDG. PERMIT/OTHER G Pol ·i 3 I 'f 8 -C P,1 -:-3 2 · >I □ CJ □ □ □ □ □ □ □ CONCRETE REINF. STEEL MASONRY P.T . CONCRETE FIELD WELDING SHOP WELDING BATCH PLANT EXP. ANCHOR OTHER MATERIAL SAMPLING PAGE OF REPORT NO. MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORT AR TYPE & lb/in2 REINF. STEEL GR./SIZE /-V-.1._,:· .-:~1; ,.,,,-, STRUCTURAL STEEL HIGH-STRENGTH BOLT MASONRY BLOCK 0 CONCRETE O MORTAR O GROUT 0 FIREPROOFING O MASONRY BLOCK 0 REINFORCING STEEL O STRUCTURAL STEEL 0 BOLTS O OTHER 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. fA(1.' { l d .. ~~ ~ ... r ,<\/.,.·. / ,/· ,, /,,..,;..,, ,,-··. ,,,:" SIGNATURE -~"?"'""~.<:..~--·=·-~"'--✓-"---,;,..·-~-✓_/-"/4"""0""--;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 ·.·~ Cl~c Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil EngineeJing I Surveying INSPECTION REPORT PROJECT NAME Trails end residential ADDRESS Carlsbad village and Donna dr. ARCHITECT _4c..::D.::;e:,sig..,n.,__ ________ _ ENGINEER __:_,HT-"Kc,._ __________ _ CONTRACTOR ---'--P"-ac~ifi~ca=---------- OTHER INSPECTION DATE PLAN FILE/OTHER _6::c_-_,_13-"-=20=-1c.=8c..._ ______ _ BLDG. PERMIT/OTHER --'b"'e"'lo"'w,.__ ______ _ INSPECTION □ CONCRETE IZl REINF. STEEL □ MASONRY □ P.T. CONCRETE □ FIELD WELDING □ SHOP WELDING □ BATCH PLANT □ EXP. ANCHOR □ OTHER MATERIAL SAMPLING PAGE __ _ Qf 1 CTE 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 . □ SOL TS □ 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 _cM:.,:le.::ke=-K,.,,iC'lng""e"'ry'------------ CERTIFICA TION 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-lnc.net ~ GEOCENTRIC LAND SURVEYING AND MAPPlNt; 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 0.l'iO N Centre Ci Ly Pkwy Suite B, Escondido CA 92026 Lei 76020778].j fax 7607457824 V/W\V. gcocen tri c:iurvey. com I I ; I ' ! I I I I ' 31110 231.61 ,..__1 _____ 31111 231.61 LOT 14 2nd FF=231.64 BASEMENT FF~211.24 f'A/l=21tl:i.'i-i'3 ) 2 .64 LOT 13 2nd /T=229.64 BASEMENT FF=209.24 PAD0 20B.57 GAl~AGC PAD= 230.97 GAflACf PAD= 228.97 PLAN 1 31115 229.64 'r_,. ____ _J 31114 '-------_J 229.62 x31116 229.63 X 31117 229.62 X 31119 220.17 x31118 220.17 31120 220.16 31121 220.15 LOT 12 2nd FF= 220.14 BASEMENT GARAGE ff= 19§111:i PAD" PAD= 1~.i!J7f 219.47 Pi.AN 1 LOT~3 2nd FF= 114 GARAGE 31125 BASEMENT 218.17 FF=/97.74 PAO= PAD 0d97.07 217.41 PLAN 1 31127 218.16 31126 218.17 X 31128 218.17 X 31129 218.16 GARAGE f'AIJ= 21741 j LOT 14 2nd FF=231.64 BASEMENT FF=211.24 l'AIJ=210.57 ' LOT 13 2nd IF= 229. 64 BASEMENT FF=209.24 PA/J 0208. 5 7 GARAGE :1<A~1 2JIJ.t:/J!' ; : . 4 :: ['~i''' X/ .!lll 228.97 X 3 078 2 0.94 0076 X 31.01 00 X 28.94 PLAN 1 0073 ,--.J----___:_xj!28.93 LOT 12 2nd FF=220.14 BASEMENT FF=199.74 l'AD=199.07 !'LAN 1 LOT 11 2nd ff=218.14 BASEMENT ff=/97. 71 PAIJ,, 197.07 PLAN 1 fj~;E ~3 219.47 ~fJ 217.47 0067 X 19.52 X 3 069 9.50 X 0070 17.51 X 3 072 ,_,_ ____ __117.49 GARAGE !'AD= 217. 47 • . ' . \, •' • Geotechnical • Coastal • Geologic • Environr:nental · FOOTING TRENCH OBSERVATION SUMMARY W. o . ______ 1 .... ~h___,--: .... ~;...-1;...· ~ .... • ~ .... ~\:_._·· .. .a.. __ DATE._-=& .... /1..._/""'/( ___ _ NAME. __ '~t~.e:"'---- HOURS __ ~Z ____ _ I'\ ' ---CI ie nt Name:---' ...... · o. ... >..,,.'Al.;.:.;.:f..:.;;'/A ........ /~e-=-<-1-"-w...:::;;....' __..i :..;;U.;__,,;_-, ______ Project Name: ____ . .,_,.ti...,· A...:ILA::..· .... : -"~:;.a .. N'-'--/J _________ _ I -/)/./ /'Ii Location/Tract:-""'"· ._.,.(""'1.a=· -~:....r ,._A,;.,;,A ..... l""'C:...:....'-'--'v'~· .... 'I' ____ .,...-_____________________ _ I I ,· ) Unit/Phase/Lot(s): l oT-"' II (; AIPO /~T:-s / ,/t/ I -/" ' : I · Referenced Geotechnical Report(s): ,.-;;, ~ T /J/l'!?CT..? /.j rd!J !(;/~1 /11 Af,?I) 1;. !q //t., --":...:....~....;..;...:.).;... =~--.;::..,;...=::;;._.......,./,'-'--''-,'l '-'--'--+.:..:.aa""""---'-"-,-'-"'-1,,:..:..;;;.._------- Observation Summary (¾ Initials I, I 1 /J f Date I I 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. &i~; Initials ,,; )1/2 ~·Date . ; I A representative ofGeoSoils, 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. . . ;'...:2; Initials *A representative of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The ~ tr hf.bate ; setback was in general accordance with th_e recommendations of tt;1e geotechnical report. - I I ~ /-~a47}i<{) r1~c.s /-P?:-wr:-; //, ;:; J/;j ,tU. g;>t To rov~. (At¼OMlr/1/fi{}fj/"i 1 'Ttu~/¥/?/Nt- L-iE-Initials '1 _c.µ(;l{.IU> f',:,:., {'P!fV/l)J:?'o f:i,;t?~ ro-J@Z.TlC-(l.-<--U-V/J~~T~-t"{ o (--I. !::-rt:-/t, i;,., p,1"1;,£,.:5 ?.t?~ t.br;tf ~lr/11 Date 1wqt-tvt?7_':-V/r"lff'le IC?f-'~l/t:;_/Jr ~ll!~ 71rm::.-F'(/IC-' ,r✓7/tf:/.A~tz:. ?~"T/13/~:.; ,i.r....e, , 1 CJ,C -10 f-i'fo'Vie, r·(,,';,:_ L-Vt-" 1~11'7 1,.-,,,..,-. 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. /fPt.ll /?7c;,/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 project structural engineer's design, if different from the geotechnical report. Notes fo Building Inspector Soil compaction test results, as weltas depth of fill, ,re(~tive compaction, bearing values, c.orrosivity, and soil expansion index test results are contained ~,t_tfe As-Grac;ted 9e6technical or Final Compaction Report provided at the completion of grading. -. ...-c.-__;,; . ..... , • / --- / "' --✓-< .,,,/ __ ,_;7/ . (. (_:__-·----~---------'-----""=--':.-...;;.-_,,,-r'--..,...--- 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