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Home My WebLink About2868 Trails Ln; ; CB153204; PermitResidential Permit Print Date: 01/15/2020 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2868 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 9 DEV04063 VB 4.50 PC130072 Description: TRAILS END-TYPE 1-UNIT 9-SF ATTACHED 2781 SF, 523 SF GAR, 445 SF DECK Applicant: Owner: 4 DESIGN ARCHITECTURE KENNITH L CHRISS TRUST THE PEV FAMILY REVOCABLE TRUST 5505 Cancha De Golf Rancho Santa Fe, CA 92091-4041 760-433-1785 BUILDING PERMIT FEE $2000+ BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL PUBLIC FACILITIES FEES -outside CFD 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 CFD 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 Finaled: Inspector: Final Inspection: Balance Due: Permit No: CB153204 Closed -Finaled 09/29/2015 12/19/2017 PBurn 1/15/2020 3:13:41PM $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 11lmposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 11fees/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, void1 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 changes1 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 (CB153204) Permit Type: BLDG-Residential Application Date: 09/29/2015 Owner: Work Class: Single Family Attached Issue Date: 12/19/2017 Subdivision: Status: Closed -Finaled Expiration Date: 04/28/2020 Address: IVR Number: 709462 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector January 15, 2020 Checklist Item BLOG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electncal Final COMMENTS TRUST THE PEV FAMILY REVOCABLE TRUST 2868 Trails Ln Carlsbad, CA Relnspection Complete Passed Yes Yes Yes Yes Yes Page 4 of 4 PERMIT INSPECTION HISTORY REPORT (CB153204) Permit Type: BLDG-Residential Application Date: 09/29/2015 Owner: TRUST THE PEV FAMILY REVOCABLE TRUST Work Class: Single Family Attached Issue Date: 12/19/2017 Subdivision: Status: Closed -Finaled Expiration Date: 04/28/2020 Address: 2868 Trails Ln IVR Number: 709462 Carlsbad, CA Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Relnspectlon Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 06/19/2019 06/19/2019 BLDG-13 Shear 095051-2019 Partial Pass Chris Renfro Reinspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Interior shear walls Yes 06/21/2019 06/21/2019 BLDG-16 Insulation 095305-2019 Passed Michael Collins Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/01/2019 07/01/2019 BLDG-82 Drywall, 096151-2019 Passed Chris Renfro Complete Exterior Lath, Gas Tes~ Hot Mop Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-17 lntenor Lath-Drywall Yes BLDG-18 Exterior Lath and Yes Drywall BLDG-23 Gas-Test-Repairs Yes 08/14/2019 08/14/2019 BLDG-21 100749-2019 Passed Chris Renfro Complete Underground/U nderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Backflow underground PVC to main line Yes connection. OK to backfill 10/31/2019 10/31/2019 BLDG-33 Service 109353-2019 Passed Chris Renfro Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/15/2020 01/15/2020 BLDG-Final 116375-2020 Passed Paul Burnette Complete Inspection January 15, 2020 Page 3 of 4 PERMIT INSPECTION HISTORY REPORT (C8153204) Permit Type: BLDG-Residential Application Date: 09/29/2015 Owner: Work Class: Single Family Attached Issue Date: 12/19/2017 Subdivision: Status: Closed -Fina led Expiration Date: 04/28/2020 Address: IVR Number: 709462 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency 0311512019 03/1512019 BLDG-14 086233-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 04/17/2019 04/1712019 BLDG-15 089336-2019 Roof/ReRoof (Patio) Checklist Item BLDG-Building Deficiency 04/1812019 04/18/2019 BLDG-13 Shear Panels/HD (ok to wrap) 089348-2019 Checklist Item BLDG-Building Deficiency 05114/2019 05114/2019 BLDG-14 091807-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 05123/2019 0512312019 BLDG-16 lnsulatlon 092633-2019 Checklist Item BLDG-Building Deficiency 05/24/2019 05/24/2019 BLOG-13 Shear Panels/HD (ok to wrap) 092840-2019 Checklist Item BLDG-Building Deficiency 05129/2019 0512912019 BLDG-17 Interior Lath/Drywall 093024-2019 Checklist Item BLDG-Building Deficiency 06117/2019 0611712019 BLDG-84 Rough 094779-2019 Combo(14,24,34,44) January 15, 2020 COMMENTS Floor sheathing on basement floor Partial Pass Tim Frazee COMMENTS Floor sheathing on basement floor 3rd floor sheathing OK upper floor 3/15/19 Passed Tim Frazee COMMENTS Roof sheeting nailing OK 4/17 /19 Passed Tim Frazee COMMENTS Partial Pass Paul Burnette COMMENTS Floor sheathing on basement floor 3rd floor sheathing OK upper floor 3/15/19 Partlal Pass COMMENTS Partial Pass COMMENTS Paul Burnette Andy Krogh Prelim shear at party walls Partlal Pass Paul Burnette COMMENTS Passed Chris Renfro TRUST THE PEV FAMILY REVOCABLE TRUST 2868 Trails Ln Carlsbad, CA Reinspection Passed Yes Relnspection Passed Yes Passed Yes Passed Yes Reinspectlon Passed Yes Reinspectlon Passed No Relnspectlon Passed Yes Relnspectlon Passed No Complete Incomplete Complete Complete Incomplete Incomplete Incomplete Incomplete Complete Page 2 of 4 PERMIT INSPECTION HISTORY REPORT (CB153204) Permit Type: BLDG-Residential Application Date: 09/29/2015 Owner: TRUST THE PEV FAMILY REVOCABLE TRUST Work Class: Single Family Attached Issue Date: 12/19/2017 Subdivision: Status: Closed -Finaled Expiration Date: 04/28/2020 Address: 2868 Trails Ln Carlsbad, CA IVR Number: 709462 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Re Inspection Complete Date Start Date 12/20/2017 BLDG-21 044271-2017 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/23/2018 01/23/2018 BLDG-11 048589-2018 Partial Pass PaUI Burnette Relnspectlon Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/14/2018 05/01/2019 BLDG-66 Grout 048771-2018 cancelled Paul Burnette Reinspectlon Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/09/2018 03/09/2018 BLDG-11 051138-2018 Passed Paul Burnette Complete FoundatlonfFtg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03127/2018 03127/2018 BLDG-66 Grout 052860-2018 Partial Pass Paul Burnette Reinspectlon Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 04/10/2018 04/10/2018 BLDG-66 Grout 064428-2018 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/05/2018 06/05/2018 BLDG-11 059956-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pier s (Robar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/23/2018 10/23/2018 BLDG-11 073884-2018 Partial Pass Tim Frazee Relnspectlon Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Footings Check Yes 01/25/2019 01/25/2019 BLDG-14 082185-2019 Partial Pass Tim Frazee Reinspectlon Incomplete Frame/Steel/Boltlng/ Welding (Docks) January 15, 2020 Paget 014 \(~' ~ CITY 0.~ RE"-'ORD COPY CB153204 CARLSBAD 2868 TRAILS LN Building Division INSPECTION RECORD TRAILS END-TYPE 1-UNIT 9-SF ATTACHED 2781 SF. 523 SF GAR, 445 SF DECK 1i11 INSPECTION RECORD CARD WITH APPROVED PLANS MUST Bl! KEPT ON THE JOB li1I CALL BEFORI! 3:00 pm FOR NEXT WORK DAY INSPECTION li1I FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Qrlsbadca,goy/Bulldlng AND CLICK ON "Request Inspection" DATE: \2- DEV04063 PC130072 1560904100 12/14/2017 CB153204 If ··YES" b chcckod below that Division·~ approv;1I is requiw\; ~;;ior to requcstint( a Fin.1l 811ildini; ln<;;1wction. It you have ,my que:;tions please call the .:1pplicalJ!e r:ivision~ at the phone nurnbers prnvide(i !Jelov\i. After <di requited .1pprovab arc !,i,t.~nc!I oft fax to 7fi0 G02-85G0, email to hlllginspectionsCi,,c;H!$1Jadca.gov or bring in a COPY ot this eard to: 1U35 F:uad;iy AvP. Carlsbad Required Prior to Requesting Building Final If Checked YES Planning/Landscape CM&I {Engineering Inspections) Fire Prevention #12 REINFORCED STEEL #66 MASONRY PRE GROUT lil.GROUT □ WALL DRAINS #10 TILTPANElS #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 #51 POOL EXCA/STEE BOND/FENCE #55 PREPlASTEII/ANAL #19 FINAL □ SEWER & Bl/CO #21 UNDERGROUND □WASTE □ WIR #24 TOP OUT □ WASTE □ WIR #27 TUB & SHOWER PAN #23 □ GAS TEST □ OAS PIPING #25 WAlER HEATER #28 SOLAR WAlER #29 FIN'AL CODr.:I' STORM WATER #600 PRE-CONSTRUCIION MEETING #603 FOLLOW UP INSPECIION #805 NOTICE TO CLl£AN #807 WRITTEN WARNING #609 NOTICE OF VIOLATION #810 VERBAL WARNING REV 10/2016 760-944-8463 760-438-3891 76~02-4660 Ins r Allow 48 hours Call before 2 pm Allow 48 hours #82 DRYWALL,EXT LATH, OAS TES (17,18,%3) #83 ROOF SHEATING, EXT SHEAR I 13,15) #84 FRAME ROUGH COMBO (14,24,34,44) T-Bar 114,24,34,44) ANAL OCCUPANCY (19,29,39,49) A/S UNDERGROUND VISUAL A/S UNDERGROUND HYDRO A/S UNDERGROUND FLUSH A/S OVERHEAD VISUAL A/S OVERHEAD HYDROSTATIC A/SANAL F/A ROUGH-IN F/AANAL FIXED EXTINGUISHING SYSTEM ROUGH-IN AXED EXTING SYSTEM HYDROSTATIC TEST AXED EXTINGUISHING SYSTEM ANAL MEDICAL OAS PRESSURE TEST MEDICAL GAS ANAL Inspector SEE BACK FOR SPECIAL NOTES w.o. 6/ T ~--C.-- / z..,, . ., DATE .L--, -1,; NAME /:2.. CJL1.smA J, HOURS ______ _ Aeotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY ~ ...... L ---i ,,- c1ient Name: _.;c.,✓_;·:..7=· ..... 11"-, .,:.atJ:..;A'-'. --"'&: .... J-'-~...;..'l-"-1 .... v...;;;c'--,,__ __ l_t_.--__ ,.. ____ Project Name: ---.--: .... 1 ..,;.1;._;;-t..a..4a.;...:.l....;t'--1 {;.__...;;c:;;;;....-_.~..;;;->;.__ ______ _ -J £ ,,-, I I , L,...... . .,-V 1.../ -I y Location/Tract: _l~n~•:....,..!....1..1..i ~s ---1.=-'-·..:..7.a:!J ~. _.:::L:::..-..:..f:.::......:...<..!..1.::.-··___.b..::.:.A.:...:J\,..::..1 __ .=_<j__--...:.'-~--------------,. /4 7/-7 t:; I ,, I 1 !///, '-I Unit/Phase/Lot(s): --"~/....:J:.._....::..,;.....f.1,.lf__._. _:..,I 1:....!/.-=.0...,.a·--/~I ll:....,l~Z:......,..:...___L....-'. ______________ _ I Referenced Geotechnical Report(s): _.::::.0 ...... 1.::.:..••_;_rt::...;.~=...-,_'-IU:::~---.:-... =-:-_; ::.../_-.;_/....:·7_, ----''--""?_., --"""(,;;_::, _-/_& _________ _ ,,. Observation Summary /,/ ,,. n/n /._,,· fl,, Ii 1 ' --. ' '._.,/ ., ,i/-q f /-· u.,,/z 7 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. 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~:,xtended period of time for such, and the contractor should schedule according!yjV...e:: €€.? .,.,--;?c>J st'~ 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 ~ grading. // //7 w-:, <---------- 57 41 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 [ -------.1 W.0. 0~35 -C ruesoA-'-{ i DATE_I -_]..._-_I '2,~- NAME f\,.{ t V-..E: ..Ser-.u\- HOURS _ _.1-,_._o ___ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: -=D ........ l"::, .... N-=--N------A..____.._D ___ n._,_\J_E:=--.... -____ 1,.-_L _____ C.. ___ Project Name: /t'l, Ai Ls ~Nb Location/Tract:_-..... , _f'l~A.._1-'L-'---""'5'--'L=-'-'N___...D'----,,--"C--'-A'---f<.,;a..L;;;...S~/3""-A~D ___ c.. ____ r __ o_l--\ ____ -_~i _Y~-------- Unit/Phase/Lot(s): __ /...._o __ r __ ,s'---_\ ___ / _-z___,-----'3 __ ' ___ /~-t ._,....-S-'----/--"(:,.._,_ ____ (._1 _-_l,_) _______ _ I / Referenced Geotechnical Report(s}: __.D~A,.__·1'-',... e:~/) _ __._/ =o_-_._3""'1'-------'/_1.:........, __ b ____ ---=(>.__-___ l-"6 _________ _ I Observation Summary !AA.5 Initials 1 /-z .. / 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 . .iA 5 Initials t Iii, g 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. £'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. l /2/ lB Date vU 5 Initials Pt:.RFon.w.r::-b 5£LG-cr ,,._, f>n.c,RIN § ON UNDEn.'5UAf3 v'TtUN Tn:.;;-AJC.li~:r. 1""'<..T1~'< 1 I 2-I I B Date ~r'l.oci1-(, I.,,n-,,~CY',IE"J T;-1-1 . ._, ·T.-?..cr-JCH<=S 8'll-'lc.k1-1LJ, .. 1.S R.1:.L,;--r,..,,r-1 C,0V'-"pv3-<-T • A.-...D Svt r,,,. (>, LE' Fon.. Tt-1£ __i:--,.,...,Tt:ev->OED U..5 c Notes to Superintendent/Foreman Q 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. %-/<6e p Mo 1 :; r--;)f:;;- ln 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 Palmer Way Carlsbad, CA 92008 1446 E. Chestnut Ave. Santa Ana, CA 92701 Representative of Gfu-SOils, Inc. 26590 Madison Ave. Murrieta, CA 92562 January 3, 2018 GEOCENTRIC l. A N D S L R \' E \' l N (~ A N D M A l' f' i ;>; 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, Lorne DaPron PLS 7824 No. 7824 215t.) :--..: Cenm: C 1t,· Phvy Sui Le: l\ FsconJitk1 ~ .. .A 92,l7.6 Le!: ;,nt) .~\)7.78?-t fiL\' 760.745 7824 www.sc11cenLr.iv-,urvey . ..:nm Construction Testing & Engineering, Inc. . ....~. Inspection I Testing I Geotechnical I Environmental & Construction ~ngineering I Civil Engineering I Surveying INSPECTION REPORT PAGE __l_ OF _j__ I PROJECT NAME 7i:&,/s ,£ ,v-1 //,Mu r . INSPECTION ADDRESS b,,,,,_111 6,, 7: r,4;.eL5kJ I J / ~,R br. □ CONCRETE {:&rls l,1tJ ~ REINF. STEEL ARCHITECT r ti R.5.,; .,. □ MASONRY ENGINEER ff Tl<, .? ./]. '?j' CONTRACTOR f Ar" 1 W .19 rvut OTHER i)ML □ P.T. CONCRETE ,.,.. r , /' lcP,..fc .';)v£.!)tcR.J' D FIELD WELDING SHOP WELDING □ 0 BATCH PLANT 0 EXP. ANCHOR CTE JOB NO. /,~-/3' rsf REPORT NO. MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 GROUT MIX NO. & lb/1n2 MORT AR TYPE & lb/in2 REINF. STEEL GR./SIZE_ #6)5a r 60 . . / STRUCTURAL STEEL I HIGH-STRENGTH BOLT ----- MASONRY BLOCK OTHER INSPECTION DATE PLAN FILE/OTHER BLDG. PERMIT/OTHER 0 OTHER _______________ _ MATERIAL SAMPLING □ CONCRETE O MORTAR □ GROUT □ FIREPROOFING □ MASONRY BLOCK □ REINFORCING STEEL □ STRUCTURAL STEEL 0 BOLTS □ OTHER _____ _ INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. •$~J..( .~~ Certification of Compliance: All work, unless otherwise noted, complies with applicabl~ codes and the approved plans and specifications. PRINTED NAME CERTIFICATION NO. 1441 Montiel Road, Suite 115 I Escondido, CA92026 I Ph (760) 746-4955 I Fax (760) 746-9806°, I www.cte-inc.net " FOOTING TRENCH OBSERVATION SUMMARY W.O. lcle <:. S--C -.S c DATE __ l-:~J ..... ,/-i~k-' __ NAME._---",,_'--,~A~r.:;:rs.:q.....__.=-·-, HOURS ___ ~/ ___ _ Client Name: "tw r1 11A Of'Z.. Project Name: ___ T{2_-~..;;;,i~-..:..• .._I .... S_.r'"'..._;'=··'·-'-l =i) ______ _ s Unit/Phase/Lot(s): _ .... L.._.,.,/'..._1-rs"--"----7+/ ..... R--,-_9++-/ ..... 1n......_ __________________ _ f • l Referenced Geotechnical Report(s}°: __ __._l< .... )-;) .... 3'-\ .... 1.._l ' ..... \ , .... , _t_--__ l.._,1 __ l""'Li ....... 1 I .... ~...__ _______________ _ Observation Summary LJ>-::S:S:. Initials tt \\ h~ Date I -:-,.-:rJ;" I .. I l-Y rnt1a s tolt \\8 Date i..3 ~ Initials .•. \ \ h ,;:\ Date e l f-;:zs:, Initials ~\1 \ \~ 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. ---t.~-°lr":--,...-\~ Notes to Superintendent/Foreman 1. Footing exc~vations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. 2. Based on expansion potential of underlying soil~. presoaking of soil below slabs may be recommended. Consult the geotechnical report for presoaking recommendations. We note that clayey· soils may take an extended period of time for s1:1ch, and the contractor should schedule accordingly. 3. In the event of a site change subsf:lquent to our footing observation arid 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 t~~t r,es~lt~ are contained i",. t,~ ~s-Grad7df. Geotechnical or Final Compaction Report provided at the completion of gradu:ig. -, . 1 , , /1 I I :/ .J .--7 ;7 ·· ,· / · , . ..--/// ~H--.//,,,-• ,,.~ . I l" i · !( i..,· V r /p,,,-~ .,Y;.Y / I :z:;:::- 5741 Palmer Way Carlsbad, CA 92008 (760) 43S.3155 ~ \ Represehtative ofG~oSoils, Inc, \ 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 26590 Madison Ave. Murrieta, CA 92562 (951) 677-9651 ~··· GEOCENTRIC L\XD SCRVE\'1"1C AXD \!APP!XC June 4, 2018 To Whom It May Concern: Subject: Trails End, Donna Drive, Carlsbad Geocentric Land Surveying perfonned an as-built field survey on June 4, 2018 and found the garage/second floor fonns for buildings numbered 7 through 10 to substantially confonn 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 2150 N Centre City Pkwy Suite B, Escondido CA 92026 tel: 760.207.7824 fax 760.745.7824 \V\V\v.geocentricsurvey.com ~ GEOCENTRIC I.,\'.'\ D S L' R \' E Y I ;,,.; c; \ :\ D \f .\PI' I .'\ C April 5, 2019 To Whom It May Concern: Subject: Trails End, Donna Drive, Carlsbad Geocentric Land Surveying performed an as-built field survey on April 4, 2019 and I hereby certify that the framing on the roof, is as 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 :2!50 ~ C1.:nm: Cirv Pkwv Suire B, Fscon<lido CA 921..126 td: 76G.2.07.7Ri4 fax: 76ll.745.7S24 \ vww.gL'Occnrricsu n:cy .com