The URL can be used to link to this page

Home My WebLink About2876 Trails Ln; ; CB153201; PermitPrint Date: 01/14/2020 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2876 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 11 DEV04063 VB 4.50 PC130072 (city of Carlsbad Status: Applied: Issued: Permit Fina led: Inspector: Final Inspection: Permit No: CB153201 Closed -Finaled 09/29/2015 12/19/2017 CRenf 1/14/2020 ll:19:41M Description: TRAILS END-TYPE 1-UNIT 11-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 CFO 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 CFO 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 "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, zoriing, 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 (CB153201) 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: 2876 Trails Ln Carlsbad, CA IVR Number: 709459 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspectlon 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 06/2512019 06/2512019 BLDG-27 Shower 095630-2019 Passed Chris Renfro Complete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/08/2019 08/08/2019 BLDG-21 100144-2019 Passed Chris Renfro Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Back flow underground connection. Ok to Yes backfill 09/10/2019 09/10/2019 BLDG-Electric Meter 103592-2019 Passed Chris Renfro Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/14/2020 01/14/2020 BLDG-Fina! 116288-2020 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 (CB153201) 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: 03/09/2020 Address: IVR Number: 709459 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector 05116/2019 0511612019 BLDG-17 Interior Lath/Drywall 092028-2019 Checklist Item BLDG-Building Deficiency 0512012019 05120/2019 BLDG-17 Interior Lath/Drywall 092285-2019 Checklist Item BLDG-Building Deficiency 0512312019 05/23/2019 BLDG-17 Interior Lath/Drywall 092635-2019 Checklist Item BLDG-Building Deficiency 0610712019 0610712019 BLDG-84 Rough 094140-2019 Combo(14,24,34,44) Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 06114/2019 06/1412019 BLDG-13 Shear Panels/HD (ok to wrap) 094722-2019 Checklist Item BLDG-Building Deficiency BLDG-16 Insulation 094699-2019 Checklist Item BLDG-Building Deficiency 0611812019 0611812019 BLDG-17 Interior Lath/Drywall 094883-2019 Checklist Item BLDG-Building Deficiency 06/24/2019 06124/2019 BLDG-82 Drywall, 095372-2019 Exterior Lath, Gas Test, Hot Mop January 14, 2020 Partlal Pass COMMENTS Partial Pass COMMENTS Partial Pass COMMENTS Passed COMMENTS Passed COMMENTS Passed COMMENTS Partial Pass COMMENTS Paul Burnette Paul Burnette Paul Burnette Andy Krogh Chris Renfro Chris Renfro Chris Renfro First layer drywall at party walls Passed Chris Renfro TRUST THE PEV FAMILY REVOCABLE TRUST 2876 Trails Ln Carlsbad, CA Reinspection Complete Reinspection Incomplete Passed No Re inspection Incomplete Passed No Reinspection Incomplete Passed No Complete Passed Yes Yes Yes Yes Yes Complete Passed Yes Complete Passed Yes Reinspectlon Incomplete Passed Yes Complete Page 3 of 4 PERMIT INSPECTION HISTORY REPORT (CB153201) 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: 03/09/2020 Address: IVR Number: 709459 Scheduled Date Actual Start Date Inspection Type Inspection No. Checklist Item BLOG-Building Deficiency 01/2512019 01/25/2019 BLDG-14 082189-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 02/2512019 02/25/2019 BLDG-14 084433-2019 Frame/SteelfBoltlng/ Welding (Decks) Checklist Item BLDG-Building Deficiency 03/13/2019 03/13/2019 BLDG-14 085957-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 04/1012019 04/10/2019 BLDG-13 Shear Panels/HD (ok to wrap) 088460-2019 Checklist Item BLDG-Building Deficiency 04/15/2019 04/1512019 BLDG-15 088999-2019 Rool/ReRoof (Patio) Checklist Item BLOG-Building Deficiency 05102/2019 05102/2019 BLDG-13 Shear Panels/HD (ok to wrap) 090625-2019 Checklist Item BLDG-Building Deficiency 0511012019 0511012019 BLDG-16 Insulation 091502-2019 Checklist Item BLDG-Building Deficiency January 14, 2020 Inspection Status Primary Inspector 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 3/13/19 Passed Tim Frazee COMMENTS Passed Tim Frazee COMMENTS Roof nailing OK 4/15/19 Partial Pass Tim Frazee COMMENTS Party wall hold downs, L TP 4s and Framing OK to insulate 5/2/19 Partial Pass Tim Frazee COMMENTS Insulation and draft stopping at Party walls at upper and lower bathrooms TRUST THE PEV FAMILY REVOCABLE TRUST 2876 Trails Ln Carlsbad, CA Reinspection Complete Passed Yes Relnspection Incomplete Passed Yes Re inspection Incomplete Passed Yes Reinspectlon Incomplete Passed Yes Complete Passed Yes Complete Passed Yes Reinspection Incomplete Passed Yes Re inspection Incomplete Passed Yes Page 2 of 4 PERMIT INSPECTION HISTORY REPORT (CB153201) 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: 2876 Trails Ln Carlsbad, CA IVR Number: 709459 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 12/20/2017 BLDG-21 044273-2017 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/0412018 01/0412018 BLDG-11 045045-2018 Partial Pass Paul Burnette Re inspection Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/2312018 01/23/2018 BLDG-11 046592-2018 Partial Pass Paul Burnette Reinspectlon Incomplete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/05/2018 02/05/2018 BLDG-66 Grout 047839-2018 Passed Tim Frazee Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 02/22/2018 02/22/2018 BLDG-11 049416-2018 Partial Pass Paul Burnette Reinspectlon Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/27/2018 03/27/2018 BLDG-66 Grout 052863-2018 Partial Pass Paul Burnette Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 04/10/2018 04/10/2018 BLDG-66 Grout 054426-2018 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/1412018 06/1412018 BLDG-11 060800-2018 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 073887-2018 Partial Pass Tim Frazee Reinspectlon Incomplete Foundatlon/Ftg/Pler s (Rebar) January 14, 2020 Page 1 of 4 <.(~'> ~ C:ITY or• CARLSBAD RE-CORD COPY INSPECTION RECORD· CB153201 2876 TRAILS LN Building Division @ INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB TRAILS END-TYPE 1-UNIT 11-SF ATTACHED 2781 SF 523 SF GAR. 445 SF DECK @ CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION @ FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.CarJsbadca.gov/BuUding AND CLICK ON "Request Inspection" DATE: -I DEV04063 PC130072 1560904100 12/14/2017 <;;8153201 If '·YES" is checketl h~iow that Division·s npproval is re-quited li1HH to requcstil1g a Final Building lnc;pection. If you h;1vf• any questions please c;lll the applic::ih!c divisions ~1t the phone numlrnrs providc11 below. After ail requireci approvals arc si~:ned off fa:>( to 760-G02 85ti0, email to hldginspections(Vcarlsbadca.gov or hnng in a COPY of thb card to: 1G3~::i F,uaday /\vu . C.Hhb.J(l. Required Prior to Requesting Bulldlng Flnal If Checked YES Planning/Landscape 760-944-8463 Allow 48 hours CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm Fire Prevention 760-602-4660 Allow 48 hours Inspector #12 REINFORCED STEEL 1166 MASONRY PRE GROUT (ll'.J!ROUT □WAUDRAINS #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 & DRYWALL #61 POOL EXCA/STEEL BOND/FENCE #82 DRYWALL,EXI' LATH, GAS TES (17,18,23) #55 PREPIASTER/ANAL #83 ROOF SHEATING, EXT SHEAR ( 13,15) #84 FRAME ROUGH COMBO (14.24,34,44) Ins r #86 T-Bar(14.24,34.44l □ SEWER & BL/CO □ PL/CO 1189 FINAL OCCUPANCY (19,29,39,49) UNDERGROUNP □WASTE □ WTR Date Ins #24 TOP OUT □ WASTE □ WTR A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 □GAS TEST □GAS PIPING A/S UNDERGROUND FLUSH #26 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/SANAL Con!! 11 STORM WATER F/A ROUGH-IN #600 PRE-CONSTRUCTION MEEflNG F/AANAL #803 FOLLOW UP INSPECTION FIXED EXllNGUISHING SYSTEM ROUGH-IN 11605 N011CETOCLEAN AXED EXllNG SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING AXED EXTINGUISHING SYSTEM ANAL #609 N011CEOFVIOLA110N MEDICAL GAS PRESSURE TEST #610 VERBAL WARNING MEDICAL GAS ANAL REV 10/2016 SEE BACK FOR SPECIAL NO"TES Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical \ 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 ap the California Code of Re ulations Title 24. NAME: Bill Atwood SIGNATURE: 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 .z;::,-,,~ )' ) ~· ' I • ·'•'. ' • • ~ ~--• / ~'/ . ,, .,,.A.,•' .. '.> ·"..,. ~ _, -. H' :· -· :'.3/.:~( ;__;•--;·_,: .. / -; ' fl'. •-s, . . .,. ,i -_ ... _~ ,, . .-w.o. b1:, -' :.. · ,__ __ DATE / 2.-7--:'-l 7 NAME /:2. CA-ISJ'>j/1 ✓~ HOURS. ______ _ .G._eotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: L~ ,t r:J A L/fl /\/C, ; L L (_. Project Name: -r-;;_,d l /r ~-~> -,'--f-~~.....:....;;;__.=:.__.;::._ ______ _ ....--, c _,,r--. 1, 1 1 ( .... __ 1 r O'-,.J -Ji/ Location/Tract: ----'/:.....!:!,1,z.,::.:•:....".!...' .._i .::..5__:.,=--·,~.)...,..,__. __:::::'--::....,.,..:..;:,:.__,-.._J~., ...lh..:-.,;:.::.A:.;;i ~, __ .::::-::,;.•--'---~---'----------------,, I 7/::7 q I i 1; 1 I I/;' u Unit/Phase/Lot(s): _t✓-c_~...::-r_· .;;_1 _...:;.•_:-~x~-.:..• l::..;f.:.::u~. _._. '"""'...:.l..;;:;Z=--,.,:,__-.::..'~-'----------------1 R f d G t h · I R rt( ) 1 ") ,f .-:-h '7 -:, '7_.) / -;-.,.,,, ?_,, -( ~ I b e erence eo ec mca epo s : __.::l__,,.,___:.;,..;i..;' '....:·, ~~--::..">_,..i./...;:1~::;......-...:-==---=---_;_-'--.......,,"--'·:::.......--"-c-:,"---------------,,, Observation Summary /,.,,/,... ;- IL.Ji 1 ' ~- 17,.-/i 1 . ---~/< (t.ft-) , ;- !t,.,/z i 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. ,/?,/4f'"'r,~(5.:l.:...0/"-,-.,..,._, or:,:,/;>,,. 0.-1 ,-;,,,,--,,1.-,,·Gr-.s ~ vt-;ryLu, -f-,,t:--1u:ht..t.~•. ·/:,,_-c,L,A . .-,/~. /t~· ,I-,., /--,~1c..ar,:,../ --rt.-~ _J-.,e,.,c~ .b .... c. /<../;// j I' ri hr1vc.A 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. geote~hnical report for presoaking recommendations. We not_e tha\ ~layey soils may tak~,,fill,;e~ended period of time for such, and the contractor should schedule accordingly,.-% es:? /-;7.:,,)/ s /_..,;tr In the event of a site change subsequent to our footing observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contacted to perform additional site observations and/or testing. This memo does not confirm the minimum footing dimension as required by the project structural engineer's design, if different from the geotechnical report. Notes to Building Inspector Soil compaction test results, as well as depth of fill, relative compaction, bearing values, corrosivity, and soil expansion index test results are contained in the As-Graded Geotechnical or Final·Compaction Report provided at the completion .o.f 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 ~.~ ,_., .. ~,.·t-~~ f. ·•. ' ~ ,.,,, s•··-. , ·!,. ,t .• [ rueSDA-'-{ \ W.0. 0t,35 -C DATE.--'-1 -_..;...7-_-_f--'t?,~- NAME I\A t V-£ Sc:7'..V\- HOURS __ ,z._, o ___ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: D 0 N N A Project Name: /f2. 4 i L._ s ~Nb c-r 0'-1-/Lf Unit/Phase/Lot(s): __ l--_o_r -':s'--_\ ___ /_-z.._.....,....__,;;;;3 .... /'-1 4 ___ ; ______ -S-_____ /-'~ ....... ---(----\_-_G._) ___________ _ / Referenced Geotechnical Report(s): ---'D~rt_,_·r:..;E=::;;;;..:..,:l) _ __._I =o_-'"""3"-/'--___,;,1_7_,___,..___b=--_-_6,__---'-/...;;b'--______ _ I Observation Summary 0vt5 Initials th .. / 12, 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. M s Initials t lz/1 B Date A representative of GeoSoils, Inc. observed and reviewed footing excavation depth/width. Footing excavations generally extend to proper depth and bearing strata, and are in general conformance with recommendations of the geotechnical report. tV. .. 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 /-2/18 Date vV 5 Initials PE:.1?..Fon..w..Eb 5ELE·c.r //V f>n.c,fSIN£,, ON U N.QEn.'SLfA O vnurt Tl"26'N(li~'.l'. l"'\<..T\c<; 1/ z.. I <R Date Pr'\oci1~(, IN.l)\,C.V'tteJ Tt-+,-.r 11"1..<:-"NC/-h~·s 6'~<.kr-,t..<.... t S R.E l>£-r.v1r't C.ov--,p..,71..r • 1-\: ...... 1) SurrA ~LE' Fon.. ·ri-1-i:: _,J:."",,__,,<=v->Ot:l'.> u..SC" Notes to Superintendent/Foreman GJ 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. ~ /<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 26590 Madison Ave. Murrieta, CA 92562 I GEOCENTRIC L :\ N n S L RV E Y l N (~ AN D MAP 1' 1 N 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, Lorne DaPron PLS 7824 21.'5!.) \; Centre ( iL~-Pkwy Su!LL n, LsconJitk, ~.A 9207.6 Le!· /Qll 2()7T82-+ fox 760.?'45 7824 ,v \,VV/ .g~t"lct.:n tr.i t.:'>urvey .cnn1 Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT PAGE OF 7 B -u· ,~go Z.8fYI, 2.88& ... ~ ~ ;;..) J -~ I ,,,. CTE JOB NO. /C•-I 11 '>''? r REPORT NO. PROJECT NAME TP,4, II S t;,,V i) (2..£S/1_11i..,1vT1µ, l INSPECTION MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 ADDRESS C<l.(21 <:::., AA O VIL(. A <..-t;-1)/2.. fl l)o/::NA l)t2., c,r,!g,s<3A(,) ARCHITECT 7' /) t, sf (.,-At A£ C l.f. ENGINEER CONTRACTOR OTHER INSPECTION DATE /-,:./-/°' □ g □ D □ □ □ CONCRETE REINF. STEEL MASONRY P.T. CONCRETE FIELD WELDING SHOP WELDING BATCH PLANT GROUT MIX NO. & lb/in2 MORTAR TYPE & lb/in2 REINF. STEEL GR./SIZE Ar:·· 1,; {; .. 19 ,..:/, STRUCTURAL STEEL HIGH-STRENGTH BOLT MASONRY BLOCK □ EXP. ANCHOR PLAN FILE/OTHER ____________ OTHER BLDG. PERMIT/OTHER C: P:J I ·2 31 '{ 8 -C fl, I -;-3 2 6 1 □ OTHER MATERIAL SAMPLING □ CONCRETE □ MORTAR □ GROUT □ REINFORCING STEEL □ STRUCTURAL STEEL □ FIREPROOFING □ MASONRY BLOCK □ BOLTS □ OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. --~-, 1-u ✓, ,.. d: , , r c-.. t..., A -, ·-~-• 'ii" · · --1 ,! --~, t' a , ~.,/ ✓ ••• .: ... ~-2, .... J '?'/,..,,/r:.#-, et r~/. · L-Q;:, _.!(-/, #,/,~~'Jr 14. )c-,;,,.1;/-I c:l''/4'--'.,I 1.tft;L{~ /A·JL _,,.,_/i''l.~~ 1110 [(!,tn .,--,,,/ ,11/4:t:T 5"7'. 6 ,.Cl 1.1 t1) O~rAt/ /,l),./~-1, I Pcdl A'A43q.,,,-,1 ,v IA/All A10 T j . <;t/,· .. ,"7" i!-;-h ,,/f./•_ ~c:,.,··1;{,d/'' ;/'J;:;r,1 ,/ I ')". /. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. ~.._ ________________________________________ _. PRINTED NAME IAti/{ 14 _.,.,': <~r :nl.,>.V _,/ ~ ... -;~:-,,,...,/ #. CERTIFICATION NO. 5 o-7~ y,;;;1 SIGNATURE __,,.,,-°""U""'%'.:....._..,-,::,,. .... ~::ee:c--c.,;?..e-oz:.:.(,-;.:;,,-_.::.../"""&=:✓,<....{P_· __ 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 Geotectmical I Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT PAGE-~-Qf 1 CTE JOB NO. 10-13959T REPORT NO. PROJECT NAME Trails end residential INSPECTION MATERIAL IDENTIFICATION ADDRESS Carlsbad village and Donna dr. □ CONCRETE CONG. MIX NO. & lblin2 l:8l REINF. STEEL GROUT MIX NO. & lblin2 ARCHITECT 4 Design --~----------□ MASONRY MORTAR TYPE & lblin2 ENGINEER HTK □ PT CONCRETE REINF. STEEL GR/SIZE Grade#60 ------------- CONT RAC TOR Pacifica ~==---------~ □ FIELD WELDING STRUCTURAL STEEL OTHER □ SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE □ BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER 6-13-2018 □ EXP. ANCHOR OTHER ----------- BLDG. PERMIT/OTHER below □ OTHER ---------- MATERIAL SAMPLING □ □ CONCRETE □ REINFORCING STEEL MORTAR □ GROUT □ FIREPROOFING □ OTHER MASONRY BLOCK □ STRUCTURALSTEEL □ BOLTS □ INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Weather partial clouds ?O's/ Locations lots 11, 12, 13, 14 and exterior piers permits CB153198/CB 1531991 CB153200 and CB153201I 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 placement/ < end > Certification of Compliance: All work, unless otherwise noted, complies wUh applicable codes and the approved plans and specifications. PRINTED NAME Mike Kingery CERTIFICATION NO. 1cc 52588711 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 GEOCENTRIC LA X ll S l R \' F \ I N (: A ;; I) M .\ l' I• I N (, 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 ?l )O '\ ( ·u1Lrc ( iLy Phvy ;'Jui Lt.: B, LsconJid~7 t. ;\ 0}.ll26 Ld: 76l).207.7824 fax: 760 745.7H24 w,-v,v.g1,;ocu1 tn <.>;u f\ 'CY. ,:om I I 31110 231.61 LOT 14 2nd FF~231 64 BASEMENT 1r~;;,11.J1 PA/J=Jl(h'lf.l ' :_y!.64 LOT 13 2nd Ii ~?29.64 ilASEMINI ffcc2Q9,24 PAO 208 57 PLAN 1 .,.... .. ----~ 31111 231.61 CAf?AGI PAD= 230.97 GAIIAC[ l'AIJ= 228.97 31115 )<....._J. ____ _J 22964 ., 31114 . 229.62 .___ ___ __j X 31116 X 31117 229 .63 229 .62 X 31119 220.17 X 31118 220.17 31120 31121 220.16 220.15 LOT 12 2nd FF00220 14 BASEMENT GARAGE FF~ 19i'l12:i PAD PA0=1~.(!J7/' 219.47 !'LAN 1 31124 LOT~3 2nd ff.= 114 GARAGE 31125 HAS/MEN I 218.17 /f=/9/./4 PAD" PAO 19707 71 !Al PLAN 1 31127 218.16 31126 218.17 x31128 218.17 x31129 218.16 ------···· GARAGE l'AIJ= 21747 j LOT 14 2nd ff~ 231 64 BASEMENT rr~211.21 !'A/J=21057 ) 1 LOT 13 2nd i+ ?29.6,1 IJASEMENI FE~209.24 PAil 208 57 GAflAG! /(~~7 2fflo/' CN/J.,{'J X/~efga 228.97 X 078 2 0.94 0076 X 31.01 X 00 28.94 PLAN 1 0073 ,-...1-----XJ28.93 LOT 12 2nd ff =220.14 BASEMENT ff~199 74 !'AO= 199.07 !'/AN 1 LOT 11 2nd ff ~218.14 UASIMLN I ffccJ9/./1 ,OAO 197.07 PLAN 1 G<\H!\/1,v. l x F1¥!3 219.47 067 X 19.52 X 9 9.50 0070 X 17.51 x3072 ,--...1-----~ 7.49 GAflAGf PAD= 2174? j \, W. 0 "----'''-"~£.,, __ , ..... ~ .... :=-~ .... ---~:...-'.:...· .;......._ DATE __ ~~/~/1_.~;...I ___ _ NAME---1-f .:;..:~-c=-: ___ _ HOURS __ ~~---- Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY \ ~ /I __,--. Client Name: _..;..(';:.<.,;._.11.;.:,;,~ ... 14i......:..1_· ..,.'e..:..1..;.;.rA ... ~"---""'"'-;..;._._,,,;;_;;_ _______ Project Name: ---'-f..:..A""I.V-"-·-: """~"""1 :,v'--1> _________ _ I -· // ,,; Location/Tract: ---'l ... ·U __ ./'-,-'-r +--A;:-1-,--'l ... £ ___ """/J_:1,'-1 _.· 1-'~-·1 _________________________ _ Un it/Phase/Lot(s): -"-'~~::....:....T_----=-1::.-;1 /'--'-r-"-#--=-A:...:.l""'tJl\;....:.....:,...;.· #:...--"'~·'---,,·""-' ~'...:t/ __ .L,-1.1.J.A:...f !;/.Ii .,:.,1.1;;...~ .... --.. _,-'-A!.::tJ:a..:-...:.'-:.::;f:?...;_1-_1_L.,;:;f/ ___________ _ / / / I J I Referenced Geotechnical Report( s): ____ --:1"----_/ _ _,A-;.·.,;..,,.:.:.a.:...'/_·1_, '_..._-'".;.:,A_.,F .... Kl)~----1-'o,,_/_1...,.1...,11..,_1_..../,_'i l_.,rJ.;..()_. ""',,_;.,..., '._1,.,...,_/ ~---------1 I , i Observation Summary .' ;;-Initials t,/1/JI 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. ~ Initials ;, !t/2 (} 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 recommendations of !he geotechnical report. ~ Initials -~A representative of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The t, /1 /d'oate " setback was in general accordance with th_e recommendations of the geotechnical report. 1 I -4( /-a4 TW' r i"!-t:-5 f-vt?: v.?P.. I/;:_:. i ,~~ /U p~ T ,,. roJJC... L-aoN l>ilf'l.tf,r,/\ J 'n·, f'l/,1 I 1:,.-E:-Initials '1 .,.,,C,1(/-..f.' / t:,. a;V/N (., · .L /OI--TO \.';::-C-r :c,11l.. _.,,._,.,fJ···"l~--lr--1 e> ('!. (.· ft:A'' ' ('la .... .::. /-p'~ d::rl•: !,/1/J'f, Date ;:,. 1-JO T_-v ;r1rc.e 10"1 ·t.~V';'/1r 1.,.11~ /h•11t::.-.-<.,,,.,c. r✓ /Y-&A-fir:. f"P!7'7'/1✓1'.: pq::. ' I OK. -V / y I'(,,. ,--s,;r,:_. vV 1 · 1 (l ,,.,., I . ,. J 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. / L?'ff' /1 ,o / 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 well as depth of fill , relative compaction, bearing values, corrosivity, and soil expansion index test results are contained iri,,th~ As-Graded Geotechnical or Final Compaction Report provided at the completion of grading. · / 5741 Palmer Way Carlsbad, CA 92008 (760) 438-3155 / ,.., . -· ,.__ . 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 Representative of Ge8Soiis, Inc. 26590 Madison Ave. Murrieta, CA 92562 (951) 677-9651 ~ GEOCENTRIC LA '.'\ D S L R \' E \' I 1\'. C _\ :--,; [) \1 :\ P P 1 '.'\ 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 Ccnrrc City Pkwy Suire B, r·scnndiJo CA 9).l)26 td: 760.207.7t{!4 fax: 76C1.745.7824 www.gcL1C...:ntricsurvcy.com