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Home My WebLink About2860 Trails Ln; ; CB153202; PermitResidential Permit Print Date: 01/16/2020 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2860 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 7 DEV04063 VB 4.50 PC130072 Description: TRAILS END-TYPE 1-UNIT 7-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 SWPPP INSPECTION FEE TIER 1-Medium BLDG TRAFFIC IM PACT 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 Ccityof Carlsbad Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Balance Due: Permit No: CB153202 Closed -Finaled 09/29/2015 12/19/2017 CRenf 1/16/2020 1:02:27PM $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 11fees/exactlon." 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 (CB153202) 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: 2860 Trails Ln IVR Number: 709460 Carlsbad, CA Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Re inspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07109/2019 0710912019 BLDG-82 Drywall, 096885-2019 Passed Chris Renfro Complete Exterior Lath, Gas Tosi, Hot Mop Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-17 Interior Lath-Drywall Yes BLDG-18 Extenor Lath and Yes Drywall BLDG-23 Gas-Test-Repairs Yes 08/22/2019 08/22/2019 BLDG-21 101647-2019 Passed Chris Renfro Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Backflow underground PVC to main line Yes connection. OK to backfill 10131/2019 10131/2019 BLDG-33 Service 109549-2019 Passed Chris Renfro Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/1612020 0111612020 BLDG-Final 116586-2020 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 16, 2020 Page 4 of 4 PERMIT INSPECTION HISTORY REPORT (CB153202) 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: 2860 Trails Ln Carlsbad, CA IVR Number: 709460 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Relnspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency No 05/2412019 05/2412019 BLDG-13 Shear 092842-2019 Partial Pass Andy Krogh Reinspectlon Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Prelim shear at party walls Yes 05/2912019 05/2912019 BLDG-17 Interior 093022-2019 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0610312019 0610312019 BLDG-17 Interior 093459-2019 Failed Chris Renfro Relnspectlon Complete Lath/Drywall Checklist Item COMMENTS Passed BLOG-Building Deficiency Not ready No 06/19/2019 06/1912019 BLDG-84 Rough 095042-2019 Passed Chris Renfro Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 05/25/2019 06/25/2019 BLDG-16 lnsulatlon 095607-2019 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLOG-Building Deficiency Yes 06/25/2019 06/26/2019 BLDG-27 Shower 095806-2019 Passed Chris Renfro Complete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 0612712019 06/2712019 BLDG-27 Shower 095877-2019 Partial Pass Chris Renfro Reinspection Incomplete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07103/2019 07/03/2019 BLDG-17 Interior 096469-2019 Partial Pass Chris Renfro Relnspectlon Incomplete Lath/Drywall January 16, 2020 Page 3 ol 4 PERMIT INSPECTION HISTORY REPORT (CB153202) 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: 709460 Scheduled Date Actual Start Date Inspection Type Inspection No. Checklist Item 01/31/2019 01/31/2019 BLDG-14 BLDG-Building Deficiency 082727-2019 Frame/Steel/Boltlng/ Welding (Decks) Checklist Item BLDG-Building Deficiency 02/26/2019 02/26/2019 BLDG-14 084628-2019 Frame/Steel/Boltlng/ Welding (Decks) Checklist Item BLOG-Building Deficiency 03/15/2019 03/15/2019 BLDG-14 086231-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Buildlng Deficiency 04/18/2019 04/18/2019 BLDG-13 Shear Panels/HD (ok to wrap) 089346-2019 Checklist Item BLDG-Building Deficiency 04/19/2019 04/19/2019 BLDG-15 089585-2019 Roof/ReRoof (Patio) Checklist Item BLDG-Building Deficiency 05/14/2019 05/14/2019 BLDG-14 091804-2019 Frame/Steel/Baiting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 05/23/2019 05/23/2019 BLDG-16 lnsulatlon 092631-2019 January 16, 2020 Inspection Status Primary Inspector COMMENTS Footings Check Partial Pass COMMENTS Tim Frazee Floor sheathing nailing on basement floor OK Partial Pass Tim Frazee COMMENTS Floor sheathing nailing on basement floor OK 2nd floor sheet nailing on floor Partial Pass Tim Frazee COMMENTS Floor sheathing nailing on basement floor OK 2nd floor sheet nailing on floor 3rd floor sheathing OK upper floor 3/15/19 Passed COMMENTS Passed COMMENTS Roof nailing ok Partial Pass COMMENTS Tim Frazee Tim Frazee Paul Burnette Floor sheathing nailing on basement floor OK 2nd floor sheet nailing on floor 3rd floor sheathing OK upper floor 3/15/19 Partial Pass Paul Burnette TRUST THE PEV FAMILY REVOCABLE TRUST 2860 Trails Ln Carlsbad, CA Re inspection Complete Passed Yes Reinspection Incomplete Passed Yes Relnspectlon Incomplete Passed Yes Reinspection Incomplete Passed Yes Complete Passed Yes Complete Passed Yes Reinspectlon Incomplete Passed Yes Reinspectlon Incomplete Page 2 of 4 PERMIT INSPECTION HISTORY REPORT (CB153202) Permit Type: BLDG-Residential Application Date: 09/29/2015 Owner: TRUST THE PEV FAMILY REVOCABLE TRUST Work Class: Single Family Attached Issue Date: 1211912017 Subdivision: Status: Closed -Finaled Expiration Date: 0412812020 Address: 2860 Trails Ln Carlsbad, CA IVR Number: 709460 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Re inspection Complete Date Start Date 1212012017 BLDG-21 044269-2017 Passed Paul Burnette Complete Underground/LI nderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/24/2018 01/24/2018 BLDG-11 046753-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 02101/2018 02101/2018 BLDG-11 047543-2018 Partial Pass Paul Burnette Re inspection Incomplete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02114/2018 05/01/2019 BLDG-66 Grout 048768-2018 Cancelled Paul Burnette Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/09/2018 03/09/2018 BLDG-11 051140-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03127/2018 03127/2018 BLDG-66 Grout 052857-2018 Partial Pass Paul Burnette Reinspectlon Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 04/10/2018 04/10/2018 BLDG-66 Grout 054427-2018 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06105/2018 06/0512018 BLDG-11 059954-2018 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 073880-2018 Partial Pass Tim Frazee Reinspection Incomplete Foundatlon/Ftg/Pler s (Rebar) January 16, 2020 Page 1 of4 «~" ~ CITY 04 CB~~CORD COPY CARLSBAD 2860 TRAILS LN Building Division INSPECTION RECORD TRAILS END-TYPE 1-UNIT 7-SF ATTACHED 2781 SF. 523 SF GAR. 445 SF DECK li1I INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB li1I CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION li1I FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carisbadca.gpv/BuHdlng AND CLICK ON "Request lnspec;tlon· DATE: 12 -19 -l 1 DEV04063 PC130072 1560904100 12/14/2017 CB153202 If ··YES" b check1:d below th;1t Division·s approval b rcquircrl 1;;;cr to requesting ;i Final Bui!llin;:{ lnspc,:tion. It you !lave ~u1y qu<;stions please call the applir:.-1hk division~ at the phone numbers provided below. After •Ill required :1pproval5 are sit,;ncd ()ff fax to 760-ti02 85G0, email to hlclginspcctions(i_:1c.1rbhadca.gov or bring in a COPY of this card to: 10:15 Faraday Ave" Carbb;Hl. Required Prior to Requesting Building Final If Checked YES Planning/Landscape CM&I {Engineering Inspections) Fire Prevention #12 REINFORCED STEEL #68 MASONRY PRE GROUT Ci!l'.GROUT □ 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 EXIER10R LATH #17 INlERIOR LATH & DRYWALL #51 POOL EXCA/STEEL/BOND/FENCE □ SEWER & BL/CO #21 UNDERGROUND □WASTE □ WTR #24 TOP OUT □ WASTE □ WIR #27 TUB & SHOWER PAN #23 □GASTEST □GAS PIPING #25 WATER HEATER #28 SOLAR WATER #29 ANAL ' Coor: 11 STORM WATER #800 PRE-CONSTRUCTION MEEnNO #603 FOLLOW UP INSPECTION #605 NOTICE TO CLEAN #807 WRITTEN WARNING #609 NOTICE OF VIOLATION #810 VERBAL WARNING REV 1012016 760-944-8463 760-438-3891 760-602-4660 Ins r Allow 48 hours Call before 2 pm Allow 48 hours #82 DRYWAU.,EXr LATH, GAS TES ( 17, 18,23) #83 ROOFSHEATING, 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/S UNDERGROUND VISUAL A/S UNDERGROUND HYDRO A/5 UNDERGROUND Fl.USN A/5 OVERHEAD VISUAL A/S OVERHEAD HYDROSTATIC A/SANAL F/ A ROUGH-IN F/A ANAL AXED EXTINGUISHING SYSTEM ROUGH-IN AXED EXTING SYSTEM HYDROSTATIC TEST AXED EXTINGUISHING SYSTEM ANAL MEDICAL OAS PRESSURE TEST MEDICAL GAS ANAL Date Inspector Date Ins r SEE BACK FOR SPECIAl NOTES ~;,.), ) • • I /•' ' •• 'J .-. ~-~ ' / JL . , ,.-,1__,,· •:•·'</ _.,. . . , .. ·. . -j!l' . . . s, . . , ~E ..----;; -r,. ,~ .. -w.o. 6/, T :-·-C.- DATE /.L.-L "1-i 7 NAME /.2.CJt,..1sm.11~, HOURS ______ _ ..Qeotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY l ~ /., ),, . L l' , -7----/Ir C ._,,, Client Name: -'J r; n A v ,, /,/1.., , -r..---Project Name: )'t..4 .1 ., L--'.> ---=a......... ........... ------=--'""""'"-';...._-'----------,,,:......a...;:c..::"--'-..;.._-="-__:.:;__ _____ _ Location/Tract: _-;-:...' .:.:.lZ::.:':....'' ~' J..../ _"'"< _£""-,':...a::.::..+.__:(::::~....:~l.....:...<·....l./.:..:...:.a::~..:.._--L==,,...~T __ O____,~ ..... /_-~/_Y_· _" ___________ _ ~ /4 / I .1 ,, Unit/Phase/Lot(s): --"-=-r ....:J;...__7::..,,,:..-,.:"n-7__._, _7~/:..:/..;::..o..,.._ . __ l;.,.~l:....1~z;:......,:....__1 ..... 1 l::....•-=-j _'-1 ______________ _ Referenced Geotechnical Report(s): _..;..L-_7"""/.,_lt..;..~-;.,_-'-A...;;:u;_,,_--...:'-:;;..~...:./_-/ ____ 7_.,,.,._f-..._~~-' _~ ..... b_.· _-/_l_~----------r Observation Summary /,/ 1 Initials A representative of GeoSoils, Inc. observed onsite soil and footing trench conditions. Soil conditions in the trench are generally free of loose soil and debris, non-yielding and uniform, and plumb; and are in general conformance with those indicated in the geotechnical report. il/1,1 Date . /../ 'l--/1 1 ' ---~/•" u./7..·J I ;- !v./z i Initials Date Initials Date Initials Date A representative of GeoSoils, Inc. observed and reviewed footing excavation depth/width. Footing excavations generally extend to proper depth and bearing strata, and are in general conformance with recommendations of ~he geotechnical report. A representative of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The setback was in general accordance with the recommendations of the geotechnical report. rU r;--.J.5, 1-.:...·r-,-......... 0 I',~•/;;,,. 0 .-, ,.;_.1, -,)../ & .> /41 g 77 Lu, -r,c----hc t,t..1..~ • /k£,J., "'·"/~- # ,l't· 1 /--,A', c.or<--/ --,/:.,yr-.J-,,e, ..,C ~ j;,,.. ,c. /<. h / / i r ,-,,f /4:.-t-1-.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 tak~e_2<tended period of time for such, and the contractor should schedule according!y?"',e: ~? /-;?u/ s / .... ~ 3. In the event of a site change subsequent to our footing observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contacted to perform additional site observations and/or testing. 4. This memo does not confirm the minimum footing dimension as required by the project structural engineer's design, if different from the geotechnical report. Notes to Building Inspector Soil compaction test results, as well as depth of fill, relative compaction, bearing values, corrosivity, and soil expansion index test results are contained in the As-Graded Geotechnical or Final Compaction Report provided at the completion ~ grading. /_,.1/ //7 ~Q:_ ____ :--------·- 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 [ -~----.1 W.0. 0 k, 3 5 -C rueSDA-'-/\ DATE.~I ---"-7-_-_I 'o-=-· _ NAME MI k...e .Se,-,..V't"" HOURS __ 1,.._._o __ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: -=D'--'-'"/':,-=-N-=--N----A._ __ D'---i"2.._,_\J_c=--.... -_____ 1---_'---=C.. _____ Project Name: in.. 4-i Ls ~Nb Location/Tract: Jt],IA ' t..S END CArtlsL3AP Ct 6'-i -/Lf Unit/Phase/Lot(s): __ !.-___ o-'-r-'.s=---_\ ,_/ _-z..._----'3::C....:...../ '-t......,____._"-"'.5'--'-·/-=b..__ _____ ( ____ 1 _-_G,---') _______ _ I _,/ Referenced Geotechnical Report(s): __,D"""-"-A~•:...:f:::::...:..,:;Q _ __,_/ """()_--=3::...:l:.....---'-/_1........,.~_b=-----~'----'-/..a:bc..-______ _ I Observation Summary 0-15 Initials I /-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. iA 5 Initials : Iii, 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. £',AS 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. : /'2 / 18 Date vU 5 Initials Pr:.RFon<MEb 5e::LS-c.r I"' f>n.c,;,;1 N {,, ON UNOEnSLIA ~ t.,T1 u H Tr'.2€.-..i(tit:":r, -r,'\<..T\ ~" 1/ i. I rn Date ~Aoci1-(, I.l",l t-, \{.II', !t=..S T ~ '"' 'Tir?...e r-JC/-11:= S B'>Ac. k r,; f(_.1,_ IS R.G-: L '<71111 •'i L. OV'-' p .,.,. .;.. T j A~D SvtrAe.LE" Fon.. ·-rc-11:: _:z;::.,..,,isv-,OE:r> u.SC 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. :¥-k6 e p Mo 1 $ r -:J(:;;- 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 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 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.A~J) SLRVF.YINC· AND MA!'PIN<.; 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 :2ljl) .'.: Ct:ntrt: i it,· Fkwv Sui LC: n, LsconJitlo , ... A 9:2ll26 ,,!.,;;ti1·)7 ·-;.11 f.·· Y('"'•''i~"'J' cCi.:<,.•_.\,;.{.,_·, ,.,<.\ ,\1 ... r r .. /CL-f \.V\·\-'V/ .~L't)Cttl Lr.i C'jU fVtf ,CO.TI1 Constryction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT PROJECT NAME J;-4:_,/4 ,£ n ,,J l:j,1.,u..E: · INSPECTION ADDRESS DM4,A i:).,, 7: ('5,.e/_s/44,J I), (451R 61-□ CONCRETE t:t,ds ..61tJ ~ REINF. STEEL ARCHITECT LI A -I-I\R..S.l!J .. □ MASONRY ENGINEER I/ Z K, □ P.T. CONCRETE CONTRACTOR YAci-/i/,A ~.,,/ i.c-/4.fc .r:(?&J__ilrRJ □ FIELD WELDING OTHER i),rVJ t □ SHOP WELDING (~ -C.,'-20 //( BATCH PLANT EXP.ANCHOR PAGE __l_ OF _/_ CTE JOB NO. ;c-/ 3' rsc; REPORT NO. MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 GROUT MIX NO. & lb/in2 MORT AR TYPE & lb/in2 REINF. STEEL GR/SIZE #6i5>s r 60 . . 7 STRUCTURAL STEEL ' HIGH-STRENGTH BOLT M~SONRY BLOCK OTHER INSPECTION DATE PLAN FILE/OTHER BLDG. PERMIT/OTHER □ □ □ OTHER _______________ _ MATERIAL SAMPLING □ CONCRETE □ MORTAR □ GROUT □ REINFORCING STEEL □ STRUCTURAL STEEL □ FIREPROOFING □ MASONRY BLOCK □ SOL TS □ OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. #/:!,~ ( 1 .1 r< .4-Yvf Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME CERTIFICATION NO. 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806', I www.cte-inc.net w.o. 14c:s---C-J c.: DATE __ ~__.l=:~J .... ,~/~Jk~~-- NAME._--'L,.,.=-~A~,·,~:m'""-":;t[:=--·_ f HOURS I Geotechnical • Coastal • Geologic • Environmental ---------- FOOTING TRENCH OBSERVATION SUMMARY . Client Name: b h1riA D«. LLC.... Project Name: 77&1 . I S ..f:,-1 i) Location/Tract: _ ___.b"""""'f.i"'"'~" .... O""";l ____ t ..... · s"""'<---,.....,,f-/ ..... t=,,,.r.__,,y1.._./r....,)-s'""'B""'A .... , ,""'0 _;r-1:......._.r;:.,::.i...•t ~, r=--"'"i _.....;C=--~i ....,...._n .... '-i_.' __ -.......... 1 t..f ______________ _ J Unit/Phase/Lot(s): _...,.lc= . .._,-rs:.....;;..._7-+/...,_,;R'----e-_C,++-/ ..... 1r;'""--__________________ _ T • I I Referenced Geotechnical Report(s): __ __.\(..._) .... I =)-'\'""'\ __ ,'""'l _f_(v'-, l'-". C;::...v .... l .... i li:=; _______________ _ Observation Summary LJ)-::rs:. Initials l~ \\h ~ Date L? -;u::-Initials ta}th ~ Date L ~ -:J$-Initials :"th\".\ Date i.. f;z:s;:, Initials ~\ 5 \_ ,?. 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 1. Footing excavations 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 S!JCh, and the contractor should schedule accordingly. 3. In the event of a site change subs~quent 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 menio 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_ ~es_ul~~ are contained i~._t71lE:fs-Gradedf. Geotechnical or Final Compaction Report provided at the completion ofgrad1r:1g. ·· • , ,. /~; I · l /? . -7 , . / • .· I I I ' . ' /1/ /. -- ' , •· {/ i .-· C/ > ·-;±;;;:-LJ~;~:?~ --------------,._,....._.,..\ __ / Represe'nt_at(ve otGeoSoils, Inc. ·, 5741 Palmer Way Carlsbad, CA 92008 (760) 438-3155 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-02n 26590 Madison Ave. Murrieta, CA 92562 (951) 6n-9651 GEOCENTRIC L\ :\ ll S C R V E Y I N G A :S: D \!AP P I :S: G June 4, 2018 To Whom It May Concern: Subject: Trails End, Donna Drive, Carlsbad Geocentric Land Surveying performed an as-built field survey on June 4, 2018 and found the garage/second floor forms for buildings numbered 7 through 10 to substantially conform to the line and grade as shown on the approved Precise Grading Plan. As such conforms to all building setbacks. Sincerely, Lorne DaPron PLS 7824 No. 7824 2150 N Centre City Pkwy Suite B. Escondido CA 92026 tel: 760.207.7824 fax: 760.745 7824 www.geocentricsurvey.com GEOCENTRIC I..,\'.\ ll SL. R \' E YI:-..;{; .\\: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 22.12 215'1 N Ccn1:r~ Citv Pl<\\'V Suire B, 1:scon<li<ln C.:\ 92026 t,:l: 760.i07.7tL{4 fax: 76(1.745.7824 \V\\'W.gCl)Ccntricsup;cy.corn