The URL can be used to link to this page

Home My WebLink About2884 Trails Ln; ; CB153199; PermitResidential Permit Print Date: 01/13/2020 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2884 Trails Ln BLDG-Residentia I 1560904100 $439,241.00 1 3.00 TRAILS END Work Class: Lot#: Reference#: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Single Family Attached 13 DEV04063 VB 4.50 PC130072 Description: TRAILS END-TYPEl-LOT 13-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 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: CB153199 Closed -Finaled 09/29/2015 12/19/2017 CRenf 1/13/2020 10:46:00A~ $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, 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 (CB153199) Permit Type: BLDG-Residential Application Date: 09/2912015 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: 2884 Trails Ln IVR Number: 709457 Carlsbad, CA Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 06/10/2019 06/10/2019 BLDG-16 lnsulatlon 094219-2019 Passed Andy Krogh Complete 06/12/2019 06/12/2019 BLDG-17 Interior 094449-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency 1st layer party wa 11s Yes 06/19/2019 06/19/2019 BLDG-82 Drywall, 095040-2019 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 100146-2019 Passed Chris Renfro Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLOG-Building Deficiency Backflow underground, ok to backfill Yes 09/10/2019 09/10/2019 BLDG-Electric Meter 103590-2019 Passed Chris Renfro Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/13/2020 01/13/2020 BLDG-Final 116079-2020 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 (C8153199) 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: 2884 Trails Ln IVR Number: 709457 Carlsbad, CA Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 05/10/2019 05/10/2019 BLDG-16 Insulation 091498-2019 Partial Pass Tim Frazee Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Insulation and draft stopping at Party walls Yes and wrap back on ceiling from Party walls 05/14/2019 05/14/2019 BLDG-13 Shear 091732-2019 Partial Pass Paul Burnette Relnspectlon Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Party wall hold downs, LTP 4s, Framing OK Yes to insulate 5/2/19 05116/2019 05116/2019 BLDG-17 Interior 092030-2019 Partial Pass Paul Burnette Re Inspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 05/20/2019 05/20/2019 BLDG-17 Interior 092281-2019 Partial Pass Paul Burnette Relnspectlon Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 05123/2019 05/23/2019 BLDG-17 Interior 092637-2019 Partial Pass Paul Burnette Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/03/2019 06/03/2019 BLDG-84 Rough 093539-2019 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 06/07/2019 06/07/2019 BLDG-13 Shear 094142-2019 Partial Pass Andy Krogh Reinspection Incomplete Panels/HO (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Party wall hold downs, L TP 4s, Framing OK Yes to insulate 5/2/19 BLDG-Building Deficiency Interior shear at party walls Yes January 13, 2020 Page 3 of 4 PERMIT INSPECTION HISTORY REPORT (CB153199) 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: 709457 Scheduled Date Actual Start Date Inspection Type Inspection No. Checklist Item BLDG-Building Deficiency 01/25/2019 01/2512019 BLDG-14 0821 86-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 02/12/2019 02/12/2019 BLDG-14 083695-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 02/19/2019 02/19/2019 BLDG-14 084041-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG-Building Deficiency 03/13/2019 03/13/2019 BLDG-14 085955-2019 Frame/Steel/Bolting/ Welding (Decks) Checklist Item BLDG•Building Deficiency 04110/2019 04/10/2019 BLDG-13 Shear Panels/HD (ok to wrap) 088462-2019 Checklist Item BLDG·Building Deficiency 04/11/2019 04/11/2019 BLDG-15 Roof/ReRoof (Patio) 088581-2019 Checklist Item BLDG·Building Deficiency 05/02/2019 05/02/2019 BLDG-13 Shear Panels/HD (ok to wrap) 090628-2019 Checklist Item BLDG·Building Deficiency January 13, 2020 Inspection Status Primary Inspector COMMENTS Footings Check Partial Pass COMMENTS Tim Frazee Floor sheathing on basement floor Partial Pass Paul Burnette COMMENTS Floor sheathing on basement floor Passed Tim Frazee COMMENTS Nailing on Floor sheathing on basement floor Nailing on Floor sheathing on 2nd Floor Partial Pass Tim Frazee COMMENTS 3rd floor sheathing OK 3/13/19 Passed Tim Frazee COMMENTS Passed Tim Frazee COMMENTS Roof sheathing nailing Partial Pass Tim Frazee COMMENTS Party wall hold downs, L TP 4s, Framing OK to insulate 5/2/19 TRUST THE PEV FAMILY REVOCABLE TRUST 2884 Trails Ln Carlsbad, CA Reinspection Complete Passed Yes Reinspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Complete Passed Yes Reinspectlon Incomplete Passed Yes Complete Passed Yes Complete Passed Yes Reinspection Incomplete Passed Yes Page 2 of 4 PERMIT INSPECTION HISTORY REPORT (CB153199) 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: 2884 Trails Ln IVR Number: 709457 Carlsbad, CA Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 12/20/2017 BLDG-21 044275-2017 Passed Paul Burnette Complete Underground/U nderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/0412018 01/0412018 BLDG-11 045043-2018 Partial Pass Paul Burnette Reinspection Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/2312018 01123/2018 BLDG-11 046594-2018 Partial Pass Paul Burnette Re inspection Incomplete Foundatlon/Ftg/Pier s (Rebar) Checklist Item COMMENTS Passed BLOG-Building Deficiency No 02/0512018 02/0512018 BLDG-66 Grout 047840-2018 Passed Tim Frazee Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/22/2018 02/22/2018 BLDG-11 049418-2018 Partial Pass Paul Burnette Re inspection Incomplete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/27/2018 0312712018 BLDG-66 Grout 052865-2018 Partial Pass Paul Burnette Re inspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 04/10/2018 04/10/2018 BLDG-66 Grout 054433-2018 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 0611412018 06114/2018 BLDG-11 060803-2018 Passed Paul Burnette Complete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10123/2018 10/23/2018 BLDG-11 073889-2018 Partial Pass Tim Frazee Reinspection Incomplete Foundatlon/Ftg/Pler s (Rebar) January 13, 2020 Page 1 of 4 «~ ~ CITY OF, CARL:SBAD RE-~ORD. COPY CB153199 2884 TRAILS LN Building Division INSPECTION RECORD 0 INSPECTION RECORD CARD WITH APPROVED TRAILS END-TYPE1-LOT 13-SF ATTACHED2781 SF. 523 SF GAR. 445 SF DECK PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION @ FOR BUILDING INSPECTION CALL: 760-602•2725 OR GO TO: www.carlsbadca.goy/BuHdlng AND CLICK ON '"Request Inspection·· DATE: 12- DEV04063 PC130072 1560904100 12/14f2017 CB153199 Jf ··YFS" is dH:,dwd below that Divis.ion·!'. ;:ipprovat is requirnd w•or to r(:qucsting a Final Building Inspection. It you have any <1t1estions please c.ill the ~pplic.1hlc divi5ions at the phone numbers 1novhkd below. After all rcc1uireli apprnvab .ire ~ignetl off .. fax to 7GO-G02 85GO, em<til tu h!dginspections('!;carlsb<Hlca.gov or bring in a COPY of thi~ c,1nl to: -u)J5 F.ir.id.iv Ave" Carlsh;ul. Required Prior to Requesting Bulldlng Flnal If Checked YES Planning/Landscape CM&I {Engineering Inspections) Fire Prevention Type of Inspection CODlc: II BUILDING #11 FOUNDATION #12 REINFORCED SIEEL 1168 MASONRY PRE GROUT .:!!-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 EXTERIOR LATH #17 INTERIOR LATH & DRYWALL #51 POOL EXCA/SIEEL/BOND/FENCE □ PL/CO #21 UNDERGROUND □WASTE □ WTR #24 TOP OUT □WASTE □WfR #27 TUB & SHOWER PAN #23 □ GAS TEST □GAS PIPING #25 WATER HEATER #28 SOLAR WATER #29 FINAL CODE II STORM WATER #600 PRE-CONSTRUCTION MffllNG #603 FOLLOW UP INSPECTION #605 NOTICE TO CLEAN #807 WRITTEN WARNING #809 NOTICE OFVIOLATION #810 VERBAL WARNING REV 10/2016 760-944-8463 7 60-438-3891 7~02-4660 Date Inspector Ins ector ~, Allow 48 hours Call before 2 pm Allow 48 hours CODE N ELECTRICAL #31 □ ELECTRIC UNDERGROUND □ UFER #34 ROU ELECTRIC #43 HEAT·AIR COND. SYSTEMS #49 FINAL #82 ORYWAU,EXTLATH, GAS TES (17,18,23) #83 ROOF SH EATING, EXT SHEAR (13,15) #84 FRAME ROUGH COMBO (14,24,34,44) T-Bar (14,24,34,44) FINAL 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/SFINAL F/AROUQH,IN F/AFINAL FIXED EXTINGUISHING SYSTEM ROUGH-IN FIXED EXTING SYSIEM HYDROSTATIC TEST FIXED EXTINGUISHING SYSIEM FINAL MEDICAL GAS PRESSURE TEST MEDICAL GAS FINAL Date Inspector Date Ins SEE BACK FOR SPECIAL NOTES Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical· I Environmental & Construction Engineering I Civil Engineering I Surveying DAILY FIELD REPORT Client: Pacifica Real Estate Services Inc Job 10-13959T Number: Job Name: Trails End Residential Subdivision Development Day(s): Monday Job Location: 3151, 3155 Donna Dr. Carlsbad Ca. Date(s): 4.9.19 2876, 2880, 2884, 2888 Trails End Carlsbad Ca. Engineer: HTK Structural Engineers LLP Permit number: CB153136, CB153197, CB153201, CB153200, CB153199, CB153198 Shear-wall Special Inspection Performed the shear-wall special inspections on the shear-walls that had fastener spacing at 4" or less per CBC section 1705 at lot #1, #2, #11, #12, #13 and lot #14 per sheet S4. 0 Basement, lower floor and main floor, sheet S4.1 upper floor and roof plan. Verified correct materials, nailing spacing, hold-downs, foundation connection and shear transfer between floors/roof. All corrections were performed during the inspections, the installation is in compliance with the approved plans. Certification of Compliance: All work, unless otherwise noted, complies with the 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 ~ GEOCENTRIC L ,\ :\ fl S L: R \' E Y I l\ C :\ :\ D ~ :\ l' l' 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 ~~15() ~ C .... ·nt:rt Cit:y Pkwy Suire B, F.scon<lido CA 92026 tel: 760.207.78'24 fax: 760.745.7824 \VWw.µpxTntricsLtr\'cy.com _z:::,.,,;. J!t. -) . ) -.,,. • . , ' ~----' ~E. ,/ J~--/ .. ,., r·· !,_--l-://// :-"" ·.·. . . . ,;: . ;,),""-. --. (, fl '. '·-s, . . . w.o. 6/) J ;-··_ ::_. DATE /.L-l.. "7-/ 7 NAME /:2. CJ1...1 Sr>v? ·i HOURS ______ _ .G._eotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY -. _....-I /. Client Name: l),.;; fl r1 A L/Ji !VC , L l ,:.,_ Project Name: _-...,.,1-7-<-,'-"'·-t""-d"'" .. ...._.1....:/....:r=--.::C-=--..:--J_' .:;;->-=------------="----'=------......... _...=--..a...a.~--=-----""----, ------j C .,--. .• I .I ' ,,-. V . / I < • r J I ·r , 1../ -I y Location/Tract: ---'1:;._.,;ft-:;:.:-,:...,"-'-1.._f"".5__.;_=:-'--·,....:....:::J c....,,.:...__:::1.....::....-·-"-/:-_<-.._J.::...: .... h"".__,,c.::..A:..."..:..--__;::1.. ..... ~i,__ __ ....c.•---'---------------., Unit/Phase/Lot(s): ---~..:..✓~-r....;J:,__""""7'-+-/.s;.i?.....,.__~~r ;~{.:::..u ..,.:.·-..:../-....,.//;:...t;;...::Z::......,.1; ____ 1 __ ? I!....'""'-;..:..:.; ______________ _ ,t 'I' • / .,,...?, •. .,.., ,.r / / Referenced Geotechnical Report(s): .....;.;.0 ----'-"J.:;_n..:..~.;;;;.~., _ _,_A-=c:=-__,,.-1 --=._=·;_f..._-_J.....:....l ___,,:--;r;.;.._,_-......a.;t=_,, _-/_b _________ _ ,,. Observation Summary l,/ ,.. il/n . /_../ ll,, /1 J ' -,~~,,-: n k 1 I /•-' ;1.,,/n 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. I 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 so_ils may tak~e~ended period of time for such, and the contractor should schedule according[#'_.e::' €€~ ~u,I s I" _..,W""" 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 _q grading. /<,/· /' ~~::2_ -'~----·-· ··- 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 I . • W.0. 0&-,35 -C DATE.-=--1_-...;7-:__---'-l~S~_ NAME f\,{ I k.£ ...$t:::r--.V\- HOURS_~-i-__ . o ___ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: Dr) N NA Project Name: /fl. 14 \ i_ S 13= Nb Location/Tract: Tn.. v;,1 L 5 r::;:.ND CAt'<.LSf,1\.D C. I 61--\ -I Lf Unit/Phase/Lot(s): _..;..L-.....:o:;_., r'---""'-:s __ \c....,/_-z....:;:.;...--,--.....::5::::..' ..!../'--'1-t......;-. ___._.-c::;.,;;.._.:,/-=l ~ __ ...;(.__1 ----'-~-)-=-----------, / Referenced Geotechnical Report{s): -=D...:.rt..!..·.:...;r-E:=:...:..::I)'--__._/ =o_-...... 3a::..:...I -----'1_,_.__,.____b=-_-__._6.__---=-l...;;:b:;..._ ______ _ I Observation Summary iM5 Initials l / 7../ l9, 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. ;MS 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. I !z./1 B 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 /-2/ 18 Date vV 5 Initials Pt:.RF on....,..r:c b 5£f:L.Gcc, , ,.., f>nD f~ IN{,, ON \.)N{)Sll.'SU"'I d vn u H Tr"2€ N(l-t~:i-. I ..,,<..,1 C '< Pt1<o(S\,-..> <, I.N ht (.V', le...f T rh,,,, 'T;"2..e NC.Hes 8?Ac. k 1-, l.-l.. 1 s R,1:; L "2-ril/l T"'i c. OV"-' e ,,3:.:.. T j t I z. I I R Date Ar->.!) S1.nrA ('.L\::. Fon... -r,+rc: .i;:-,,...,Tiaev->Ot.:.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. ¾"-/<6 e p Mc 1 5 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 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 Palmer Way Carlsbad, CA 92008 1446 E. Chestnut Ave. Santa Ana, CA 92701 Representative ~Gfu-SOils, Inc. 26590 Madison Ave. Murrieta, CA 92562 January 3, 2018 To Whom It May Concern: GEOCENTRIC LA\\; D S l. RV 1-: \· 1 N (;. AN D ~i AP f' 1 '.\ <.; 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 Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT PAGE OF 8 I..! ? ,7 ;::• f".· 7 8 ,6· 1 Q8o 2.8 ·7, _._..-_,_,6 ~ t _,___ / ✓ -. , CTE JOB NO. /0-l i't S'9 I REPORT NO. PROJECT NAME T (I]., Al ( S E_, V O f2.eS/t_J tf/,..11'/ µ, l INSPECTION MA TE RIAL IDENTIFICATION CONC. MIX NO. & lb/in2 ADDRESS C /4/)i SAA Q t/ I .:.l. A <~t.:-/)/2.. fl. /)Q/',J N ,-.\ 1)(2 G?"it?.L 513,A 0 ENGINEER CONTRACTOR OTHER INSPECTION DATE PLAN FILE/OTHER ___________ _ BLDG. PERMIT/OTHER <J?7l ·i 3 1 '/ 8 -Ce,! 1..,-3 Zot □ g □ □ □ □ □ □ □ CONCRETE REINF. STEEL MASONRY PT CONCRETE FIELD WELDING SHOP WELDING BATCH PLANT EXP. ANCHOR OTHER GROUT MIX NO. & lb/in2 MORT AR TYPE & lb/in2 REINF. STEEL GR./SIZE At_; .. t,; rUi ,..:;~) STRUCTURAL STEEL HIGH-STRENGTH BOLT _____ _ MASONRY BLOCK MATERIAL SAMPLING 0 CONCRETE 0 MORTAR 0 GROUT 0 FIREPROOFING O MASONRY BLOCK 0 REINFORCING STEEL 0 STRUCTURAL STEEL 0 BOLTS O OTHER ------- INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES . . r-:.-20 r .,,,1 r.--~. A-T UN 1 : ct I L'.p T 5 / f-I 4 .111,--.,,; , rl ·5 c-,,., 1·H 'if: ,:i ~"" T , "•i 4: u $ /J,.: 1.f 11'4 TiJr-/,t. 5 /!lc;,,(f~/Q<-,,~/ ,1//:-:t:[ S'Y.r> ,C.!ut110urAu //)/ .. -,'/, I ,Fr,,l}_AJtA3ey,,-,1 ,v k1f4Ll -~(<11 .> . . I l '-'; _d !//. 1.21,.,; r&t} ,1;/i././("-r· : r/ f.;. :--.; <:,.,.;.,··;; {;,:_ '/ ,; :/)_A ;r.,,1: ,·/ I Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. ~.._ ________________________________________ .. PRINTED NAME CERTIFICATION NO. / ,/ /l ..... .p""', SIGNATURE ~/.=1/:.::..<--'...;:.~=V:..,;,,a-,;:,.;,_---.::.~.....=-~"""~9,.-;P'-' _· -- 1441 Montiel Road, Suite 115 I Escondido, CA 92026 Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construclion Engineering I Civil Engineering I Surveying INSPECTION REPORT PAGE-~-Qf 1 GTE JOB NO. 10-13959T REPORT NO. PROJECT NAME Trails end residential INSPECTION MATERIAL IDENTIFICATION ADDRESS Carlsbad village and Donna dr. □ CONCRETE CONG. MIX NO. & lb/in2 121 REINF. STEEL GROUT MIX NO. & lb/in2 ARCHITECT _4-'-='D""ese,ig.,n'-------------□ MASONRY MORTAR TYPE & lb/in' ENGINEER ---'H'--'-T-'--'K..,_ __________ _ □ P.T. CONCRETE REINF. STEEL GR/SIZE Grade #60 CONTRACTOR Pacifica -'--'==----------□ FIELD WELDING STRUCTURAL STEEL OTHER □ SHOP WELDING HIGH-STRENGTH BOLT INSPECTION DATE □ BATCH PtANT MASONRY BLOCK PLAN FILE/OTHER ---'6"----"13-=20-c1c.=8 _______ _ □ EXP.ANCHOR OTHER BLDG. PERMIT/OTHER _b,,,ecclo"-'w,__ ______ _ □ OTHER MATERIAL SAMPLING □ □ CONCRETE □ REINFORCING STEEL MORTAR □ GROUT □ FIREPROOFING D OTHER MASONRY BLOCK □ STRUCTURAL STEEL . □ BOLTS □ INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING OR OTHER PROJECT ISSUES. Weather partial clouds 70's/ Locations lots 11, 12, 13, 14 and exterior piers permits CB153198/CB 153199/ CB153200 and CB153201/ Observed placement of reinforcing footings and slab on grade these locations as per plans and specifications/Details shown page S4.0 Reinforcing tied in place and were needed placed on concrete chairs to maintain position and clearance/ Footings cleaned of excess dirt and debris to maintain clearance from soil/ these locations ready for concrete placement/< end > Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME ---'M"'-l"-'ke--...,_-Ki"-'n9.,ec:..ryL-_______ _ CERTIFICATION NO. ICC 5258871/ SD 1001 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 f Fax (760) 746-9806 I www.cte-inc.net ~ GEOCENTRIC LAN [) S l' RV EV ING AND \! A PP IN(, 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 0 150 .'l Centre C,cy l'kwy Suite ll, Escondido CA 9.,026 tel: 760.207.7824 fax: 760745.7824 \li/\11.rvv·,gcocenlric~urvey.com 31110 231.61 LOT 14 2nd FF=231.64 BASEMENT FF~211.24 PAD=2Hl:15¥.l ., 2 .64 LOT 13 2nd /F=229.64 flASLMENT FF=209.24 PAD 020857 ---,.-----31111 231.61 GAl~AGE PAD= 230.97 GAHACE /JAD= 228.97 PLAN 1 31115 229.64 'r-J--------J: 31114 ~-------.1 229.62 x31116 x31117 229.63 229.62 r _______ .2;x 31119 220.17 X 31118 220.17 31120 220.16 ,.....--,.-----31121 LOT 12 220.15 2nd FF=220.14 BASEMENT ff =1~-1~:i PAD= 1!$ !ii?!' PLAN 1 2n}~{J}fuJ~4 13ASLMENT rr=197.74 PADcc,197.07 PLAN 1 GARAGf: PAD·'' 219.47 GARAGE PAD= 217.1I 31125 218.17 31127 218.16~~----~311m .... _______ .) 218.17 X 31128 218.17 X 31129 218.16 GARAGE /JAD= )1741 . -------------~~ LOT 14 2nd FF= 231. 64 BASEMENT FF=211.24 PAD=210.57 ·' 1 LOT/_ 2nd FT=229.64 BASEMENT FF=209.24 PAD .... 20857 PLAN 1 GAl?AGE ii'~~? 2m1> ~tJAtl 228.97 X 078 2 .94 0076 X 31.01 co X 28.94 073 ,_,__ ____ xy28.93 LOT 12 2nd FF=220.14 BASEMENT FF=199.74 PA0=199.07 PLAN 1 LOT 11 2nd FF =218. 14 l3ASEMENI F/=19/.74 PAD•197.07 PLAN 1 G~E xr~sc 219.47 ~ 217.47 0067 X 19.52 X 3 069 9.50 X 0070 17.51 X 3 72 ,....>------11 7.49 GARAGE PAD= 21747 e,'\ ... WO /~~ ~--1·i., .:...-"' • ·-· .... ~ ......... ---•...--,;J ......... , .... , ---~ - DATE._-=h~/1~/~/~_~ __ _ NAME. __ '~r~-c:=~---- HOURS __ ~2 ___ _ Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: .· )7Al.l/,4 l'e IW:. l {.f!,, ---Project Name: . Ii 411,,,-; /i,v1> Location/Tract: _ ..... ,=~<1=,a~"'c-t-A,,....f' ..... -..... 1..:;;,e;...-:·"""'/)_.___.t/_·..._f __ V ___ ___,. ____________________ _ I J . j Unit/Phase/Lot(s): l o T-~ I I r; AlrJ6 l~r:s I ,l t./- 1 / t£li-,'l {/. ' I I Referenced Geotechnical Report{s): ...;.'...a4;....'...;..:;_./._, _.1..,_:A._,~•::.....f'r?""'"""'~:xa...a., .... ' ..... £:4--:J""'l:..:!;2).,_·=--lo,.../_~ li..,a/,'-'-1..._1 ....,.../.i..:.lt,=rJ={)-(,'"'"/i'"":o...,./2"""1/---'t, _______ _ l I I , I Observation Summary r_;;;. Initials /4 /1 lll'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. di~ Initials I, I 1/2 ~·Date . I 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 r~commendations of !he geotechnical report. ~ Initials ~A representative of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The I, ir fl (Date 11 setback was in general accordance with the recommendations of tbe geotechnical report. . -----,'--✓-;-_ .. * /--:a,4 Tl«' 1 1~C..5 ,&-a.c, k?T<, //,;:,:. J/~ ~ tt)~ T o ('DtJC-.. _t~Mlt/llNUf.?1? 1 'n, F~?ll c- /.;;&. Initials "' _r~.µe,;(,ti.b {{1:.-,[E,V/l)Pr, f ~·.c:,;oe.,. //? \J ~TlC-t,.,<.... U-0/J-:,--:T;;,t,dr.::-,10 f..f. /::-rt:,1'; ;.,., f'/c;C.S ?i?/:: iJ;:;,T/tf ~/1 /Jf Date A .,__..Nt7T_-::v ;oH'le IC;'f-'~""~ _T 7/1!~ -1m1t:--n..,,,.,c., ,N I 11~{1:.. ?~7/1~ /$-C- 'I ,::::. -Of· 'IC-,---' L,.,VI-,' '(11'?1 ->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 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 such, and the contractor should schedule accordingly. /·ft'e/l 1/;t?/ST 3. In the event of a site change subsequent to our footing observation and prior to concrete placement (i.e., heavy rain, etc.), v-re 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 Bulldlng Inspector Soil compaction test results, as weU-a-s depth of fill, ,re(~tive compaction, bearing values, c.orrosivity, and soil expansion index test results are contained i9-Jtte As-Grac;led Geotechnical or Final Compaction Report provided at the completion of grading. · · _.·· ...:..----; . ) ----- / --f / .. __ ,,/ ~--., 1/ 5741 Palmer Way Carlsbad, CA 92008 (760) 438-3155 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 Representative of Ge~Soiis, Inc. \, 26590 Madison Ave. Murrieta, CA 92562 (951 ) 677-9651