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Home My WebLink About1719 Beuna Vista Way; ; CBRA2018-0049; PermitPermit Print Date: 12/11/2019 Job Address: Ccityof Carlsbad Permit No: CBRA2018-0049 Permit Type: Parcel No: 1719 Buena Vista Way BLDG-Associated Permit Resi 1562206200 Work Class: Lot#: Single Family Detached 9 Status: Applied: Closed -Finaled 03/13/2018 12/28/2018 Valuation: Occupancy Group: # Dwelling Units: Bedrooms: ProjectTitle: $463,812.60 1 3.00 VADA FARM Reference #: DEV02058 Construction Type: VB Bathrooms: 3.50 Orig. Plan Check#: PC2017-0048 Plan Check#: Issued: Permit Fina led: Inspector: MColl Final Inspection: 12/11/2019 12:49:02P Description: VADA FARM: MODEL// LOT9 // PLAN lBR // 2,867 SF// 205 SF PATIO// 479 SF GARAGE// 124 SF PORCH// GAS LINE TO BBQ Applicant: MARY NETTLES 5927 Priestly Dr, 110 Carlsbad, CA 92008-8800 760-918-2829 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Owner: TRUST VADA FAMILY TRUST 03-12-90 1835 Buena Vista Way CARLSBAD, CA 92008 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PARK IN-LIEU FEES SF DETACHED & DUPLEX: NW PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL PUBLIC FACILITIE_S FEES -outside CFD 561473 GREEN BUILDING STATE STANDARDS FEE SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION-RESIDENTIAL SWPPP INSPECTION FEE TIER 1-Medium BLDG SWPPP PLAN REVIEW FEE TIER 1-MEDIUM TRAFFIC IMPACT Residential Single Fam. Outside CFD Total Fees: $31,884.68 Total Payments To Date: $31,884.68 Co-Applicant: CALIFORNIA WEST CONSTRUCTION INC 5927 Priestly Dr, 110 Carlsbad, CA 92008-8800 760-918-6768 Balance Due: $0.00 $1,918.20 $842.74 $66.00 $170.00 $92.00 $7,649.00 $182.00 $16,233.44 $19.00 $960.00 $60.30 $246.00 $56.00 $3,390.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov PERMIT INSPECTION HISTORY REPORT (CBRA2018-0049) Permit Type: BLDG-Associated Permit Residential Application Date: 03/13/2018 Owner: Work Class: Single Family Detached Issue Date: 12/28/2018 Subdivision: Status: Closed -Finaled Expiration Date: 06/08/2020 Address: IVR Number: 10078 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector 12/0912019 12/0912019 BLDG-Final Inspection 12/11/2019 12/1112019 BLDG-Final Inspection December 11, 2019 Checklist Item FIRE-Building Final 112999-2019 Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Electrical Final 113377-2019 Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Electrical Final BLDG-Electrical Final COMMENTS Failed Michael Collins COMMENTS Need Fire Dept. approval for model use See card. Partial, re inspection of all electrical after model use required Passed Michael Collins COMMENTS Need Fire Dept. approval for model use 12111119, AFCI, GCFI, Co/smoke detectors & T-24 See card. Partial, re inspection of all electrical after model use required TRUST YADA FAMILY TRUST 03-12-90 1719 Buena Vista Way Carlsbad, CA 92008 Reinspection Complete Passed Yes Reinspection Complete Passed Yes No Yes Complete Passed Yes Yes No Yes Yes Yes Yes Page 3 of 3 PERMIT INSPECTION HISTORY REPORT (CBRA2018-0049) Permit Type: BLDG-Associated Permit Residential Application Date: 03/13/2018 Owner: Work Class: Single Family Detached Issue Date: 12/28/2018 Subdivision: Status: Closed -Finaled Expiration Date: 06/08/2020 Address: IVR Number: 10078 Scheduled Date Actual Start Date Inspection Type Inspection No. 04/08/2019 04/08/2019 BLDG-18 Exterior 088166-2019 Lath/Drywall Checklist Item BLDG-Building Deficiency 04/12/2019 04/12/2019 BLDG-17 Interior Lath/Drywall 088765-2019 Checklist Item BLDG-Building Deficiency 04/30/2019 04130/2019 BLDG-23 Gas/TestJRepairs 090485-2019 Checklist Item BLDG-Building Deficiency BLDG-31 Underground/Condu It-Wiring 090486-2019 05/30/2019 05/30/2019 BLDG-Final Inspection 0611012019 0611012019 BLDG-Final Inspection Checklist Item BLDG-Building Deficiency 093235-2019 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 094216-2019 Checklist Item BLDG-Building Deficiency BLDG-Electrical Final 07/3112019 07/31/2019 BLDG-Fire Final 091266-2019 Checklist Item FIRE-Building Final 11126/2019 1112612019 BLDG-Fire Final 111921-2019 December 11, 2019 Inspection Status Primary Inspector Passed Tim Frazee COMMENTS Exterior lath, drywall screws and gas pressure test Passed Tim Frazee COMMENTS Tub and shower lath for tile OK Passed Tim Frazee COMMENTS UG gas line to back yard BBQ OK to cover 4/30/19 Passed Tim Frazee COMMENTS UG electrical to back yard BBQ OK to cover 4/30119 Partial Pass Paul York COMMENTS Partial Pass Michael Collins COMMENTS Need Fire Dept. approval for model use Partial, re inspection of all electrical after model use required Passed COMMENTS Passed Felix Salcedo Adalmlra Maldonado TRUST YADA FAMILY TRUST 03-12-90 1719 Buena Vista Way Carlsbad, CA 92008 Reinspection Complete Complete Passed Yes Complete Passed Yes Complete Passed Yes Complete Passed Yes Reinspection Incomplete Passed No No No No No Relnspectlon Incomplete Passed Yes Yes Complete Passed Yes Complete Page 2 of 3 PERMIT INSPECTION HISTORY REPORT (CBRA2018-0049) Permit Type: BLDG-Associated Permit Residential Application Date: 03/13/2018 Owner: TRUST YADA FAMILY TRUST 03-12-90 Work Class: Single Family Detached Issue Date: 12/28/2018 Subdivision: Status: Closed -Finaled Expiration Date: 06/08/2020 Address: 1719 Buena Vista Way Carlsbad, CA 92008 IVR Number: 10078 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 01/31/2019 01/31/2019 BLDG-21 082687-2019 Passed Michael Collins Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Waste to POC, civils did not specify sewer Yes back flow prevention 02/04/2019 02/04/2019 BLDG-22 082688-2019 Cancelled Tim Frazee Reinspection Complete Sewer/Water Service Checklist Item COMMENTS Passed BLOG-Building Deficiency No 02/11/2019 02/11/2019 BLDG-11 083484-2019 Passed Tim Frazee Complete Foundatlon/Ftg/Pler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/11/2019 03/11/2019 BLDG-15 085690-2019 Passed Tim Frazee Complete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/18/2019 03/18/2019 BLDG-83 Roof 086311-2019 Passed Tim Frazee Complete Sheeting, Exterior Shear (13, 15) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-13 Shear Panels-HD (ok Yes to wrap) BLDG-15 Roof Yes Sheathing-Reroof 04/01/2019 04/01/2019 BLDG-84 Rough 087531-2019 Partlal Pass Tim Frazee Reinspection Incomplete 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 Need Dottie Clips on gas line No BLDG-34 Rough Electrical Need three (3) smoke alarms in hallways No BLDG-44 Yes Rough-Ducts-Dampers 04/03/2019 04103/2019 BLDG-16 Insulation 087772-2019 Passed Tim Frazee Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes December 11, 2019 Page 1 of 3 RECORD COPY ,(~' ~ CITY OF CBRA2018-0049 INSPECTION. RECORD CARLSBAD Building Division 1719 BUENA VISTA WAY YADAFARM: MODEL I/LOT 9//PLAN 1BR//2,867 SF// 205 SF PATIO// 479 SF GARAGE// 124 SF PORCH SPECTION RECORD CARD WITH APPROVED '-r-i:ANS MUST BE KEPT ON THE JOB DEV02058 li1I CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION li1I FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.car,sbadca.gov/Bulldlng AND CLICK ON' "Request Inspection" - 1562206200 4/18/2018 PC2017-0048 CBRA2018-0049 DATE: If ''YES" is checked below that Division's approval is required riol'.J..Q_J_g__ ueaj:l.n.g a Final Building Inspection. If you have any questions please call the applicable divisions at the phone numbers provided below. After all required approvals are signed off-fax to 760~602~8560, email to bldgi_nspectio_m?..02_~.:i_r.lsbadc_a_._g_oy or bring in a COPY of this card to: 1635 Faraday Ave., Carlsbad. IF MARKED 'YES", IT IS REQUIRED PRIOR TO ANY CONSTRUCTION Date Inspector Notes STORM WATER PRECON MEETING REQUIRED 760-602-2725 Allow 24 hours IF MARKED 'YES", APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING Fire Prevention Plar:,ning/Landscape CM&I (Engineering Inspections) CODE# BUILDING #12 REINFORCED STEEL ;r-. MAS0NRYPREGR0UT ~ □GROUT □WALLDRAINS #10 TILT PANELS #11 POUR STRIPS #11 COLUMN FOOTINGS #14 SUBFRAME □ FLOOR □ CEILING #15 ROOF SHEATHING #13 EXT. SHEAR PANELS #16 INSULATION #18 TH #17 INTERIOR LATH DRYWALL BLDG-FINAL □ SEWER & BL/CO □ PL/CO #21 UNDERGRDUN~ASTE #24 TOP OUT □ WASTE □ WTR #27 TUB & SHOWER PAN #23 □GAS TEST □GAS PIPING #25 WATER HEATER #28 SOLAR WATER BLDG-ANAL CODE# POOLS #51 POOL EXCAV / STEEL #52 PLUMBING ELEC /CONDUIT/WIRING EQUIPOTENTIAL BOND #55 PREPLASTER / FENCE/ AIARMS #57 GUNITE BLDG-FINAL REV 9/17 760-602-4660 760•9448463 760-438-3891 Date Ins ector Allow 48 hours AJlow 48 hours can before 2 pm Type of Inspection CODE # ELECTRICAL #31 □ ELECTRIC UNDERGROUND □ UFER #34 ROUGH ELECTRIC/ EV CHARGER #33 0 El.EC SERVICE #32OTEMP0RARY #35 PHOTO VOLTAIC #38 SIGNS #83 ROOF SHEATING, EXT SHEAR (13,15) #84 FRAME ROUGH COMBO (14,24,34,44) #85 T•Bar (14,24,34,44) BLDG· FINAL OCCUPANCY A/S UNDERGROUND HYDRO A/S UNDERGROUND FLUSH A/S OVERHEAD VISUAL A/S OVERHEAD HYDROSTATIC A/SRNAL F/AROUGH•IN F/ARNAL FIXED EXTINGUISHING SYSTEM ROUGH-IN FIXED EXTING SYSTEM HYDROSTATIC TEST FIXED EXTINGUISHING SYSTEM FINAL MEDICAL GAS PRESSURE TEST MEDICAL GAS FINAL Date Date Date COPYOFCARD REQUIRED Inspector Ins ector Ins .,_ SEE BACK FOR SPECW. NOTES Hilti Entwicklungsgesellschaft mbH Hlltlstrasse 6 86916 Kauferlng Gennany To whom it may concern General Statement Issued by CETsp T +49 8191 90-6452 F +49 8191 90-176452 E peter.schulze@hlltl.com Page 1 of 1 D 02.06.2015 Foams In combination with PVC, CPVC and PEX pipes Ladies and Gentlemen, Herewith we confinn that the Hilti foams • Hlltl CF-AS.-CJP • Hitt! CF 812 • Hiltl CF-I XTW • Hiltl CF 116. are fully compatible and will not adversely affect pipes made of PVC, CPVC and PEX. This statement is based on test report No 115053/15 issued by the SKZ, WOrzburg, Gennany and the report "Update on Compatibility Testing of Spray Polyurethane Foam with CPVC" by Chris Porter, Richard Duncan and Mary Bogdan. With best regards ?,[J___ _ I.A. Peter Schulze T echnlcal Service· BU Chemicals ~-~Ar. kC,\..~ I.A. Dr. Wolfgang Lewandowski Technical Service BU Chemicals Please further regard respective instructions for use and product information of the concerned products prior to use. Values are only valid at the time of provision of this statement and may be subject to changes due to development of products. Please contact us in case of any doubts to avoid any misuse NewGenetalS-CPVC.Docx v...,,,:Oll.10.2013..- Hlltli Entwlcklungsge-llschaft fflbH • HIIUstraBe 6 86916 Kaufellng -.hlltl.com G-Dr--Olol•Mka Slzd•-♦-11 -••-••-♦• ~~-1•- ~-♦ BU 700 olOO 41 I Korm :la :la 042 SwlMIIC: COIIAOEFf700 I IIIAN: OEIQ 1004 0041 0383 8042 00 US4-4dNr. DE 911172118 t b~A,lnc. land planning, civil engineering, surveying February 8, 2019 W.O. 944-1289-600 Ms. Alison Luedtke CITY OF CARLSBAD, C M & I Division 1635 Faraday Avenue Carlsbad, CA 92008 ROD BRADLEY, Urban Planner RONALD L. HOLLOWAY, Civil Engineer RE: BUILDING FORM VERIFICATION OF MODEL LOT 9, YADA FAMILY FARM SUBDMSION, CT 15-11 Dear Ms. Luedtke: This letter is to attest that BHA, Inc. has staked the location for the house construction on the above-mentioned lot. We have checked the locations of the building form of the proposed house and found the horizontal and vertical location to conform to the grading plans prepared by our office. If you have any questions regarding this matter, please contact our office. Sincerely, bliA, Inc. 1Z~~ Ronald L. Holloway Vice President RCE 29271 cc: Jim Hall-California West Communities K:\Civil 30\1289\PROD\Survey\Pnd-Form Ccrts\CT 15-1 t_model_lot 9 bldg-form-verification.wpd 5115 Avenida Encinas, Suite L ,, Carlsbad, California 92008-4387 o (760) 931-8700 0 FAX (760) 931-7780 ... · bHA, Inc. ROD BRADLEY, Urban Planner RONALD L. HOLLOWAY, Civil Engineer land planning, civil engineering, surveying July 10, 2019 w.o. 944-1289-600 Mr. Dave Warren Vice President of Construction CALIFORNIA WEST COMMUNITIES 5927 Priestly Drive, Ste 110 Carlsbad, CA 92008 RE: ROOF HEIGHT VERIFICATION FOR LOTS 1, 2, 7, 8, 9, AND 12, CI1Y OF CARLSBAD CT 15-11. Dear Mr. Warren: Per your request, this letter is to attest that BHA, Inc. has surveyed the finished pad and roof height for the above-mentioned lots. The roof heights of Lot 1, 2, 7, 8 and 12 were measured to the highest center ridge line of the roof sheathing. The roof height of Lot 9 was measured to the highest center ridge line of the roof tile. The following page will list the observed information for each lot from our survey which will include: • Lot Numbers • Finished Pad Elevations • Roof Elevations • Roof Height (measured/approved building plans) If you have any questions regarding this matter, please contact our office. Sincerely, bl-iA, Inc. ·14---\~ Ronald L. Holloway Senior Vice President RCE29271 RH:rh ~0n:ss10,\'. .. /<;,"I '1< . ~ .· ·. ,!> ~ RONALD L •. '{; f!.2 HOLLOWAY '.2°, , '-' NO. 29271 t<:i & gg * * <l>;, C/V\\, ~"' .</h c,'<'. < OF c~\,\~ ' K:\Civil 3D\1289\PROD\Survey\Roof Certs\roof height-verification_Phase 1.wpd 5115 Avenida Encinas. Suite L o Carlsbad, California 92008-4387 o) (760) 931-8700 8 FAX (760) 931-7780 • Observed Data from survey completed on July 9, 2019 City of Carlsbad CT 15-11 Lot 1 (Plan lAR) Finished Pad = 168.00 Finish Roof= 189.36 Roof Height (measured) = 21.36' Roof Height (plans) = 21.25' + /- Lot 2 (Plan 3CX} Finished Pad = 173.50 Finish Roof = 203.27 Roof Height (measured)= 29.77' Roof Height (plans) = 29.67'+/- Lot 7 (Plan 3BRX) Finished Pad = 173.20 Finish Roof = 200.83 Roof Height (measured) = 27.63' Roof Height (plans) = 27.58'+/- Lot 8 (Plan 2C} Finished Pad = 167.60 Finish Roof= 190.19 Roof Height (measured) = 22.59' Roof Height (plans) = 22.50'+/- Lot 9(model-Plan lBR} Finished Pad = 164.60 Finish Roof= 184.42 Roof Height (measured) = 19.82' Roof Height (plans) = 19.67'+/- Lot 12 (Plan 1B} Finished Pad = 177.20 Finish Roof = 196.90 Roof Height (measured) = 19.70' Roof Height (plans)= 19.67'+/- -b~A,lric.--------------- GEOSOILS, INC. W.O.: 7377-C-SC ------------Geotechnical-Coastal -Geologic-EnVlronmenlal DATE: 02/08/19 ----.....:::.=::.:..::....... ___ _ NAME: TODD ------------HOURS: 2.5 ------------- FOOTING TRENCH OBSERVATION SUMMARY CLIENT NAME: CAL-WEST PROJECT NAME: VADA ------"'--'------ LOCATION/TRACT: BUENA VISTA AND VALLEY, CARLSBAD, CALIF. -------------------..:...:====='-'------------ UN IT/PHASE/LOTS: MODEL LOT 8 PERIMETER AND INTERIOR BEAM ----------------------'-''-'-"-C....-'-=-=----------- R E FERENCE D GEOTECHNICAL REPORT: OBSERVATION SUMMARY TG 02/08/19 TG 02/08/19 TG 02/08/19 TG 02/08/19 INITIALS DATE INITIALS DATE INITIALS DATE INITIALS DATE A representative of GeoSoils, Inc. observed on site soil and footing 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 the 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. ADVISED CONTRACTOR TO REMOVE NON-BEARING MATERIAL[MUDJ FROM INTERIOR BEAM AND SEWER LINE TRENCH. MAY BE REPLACED WITH CONCRETE OR SUITABLE SOIL. 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 undertying 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 time for such, and the contractor should schedule accordingly. 3. In the event of a site change subsequent to our footing observation and prior to concrete placement (Le. heavy rain, etc.), we shollct be contacted to perform additional slte 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, retative 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. DIGITAL DELIVERY -JIM HALL Representative of GeoSoils, Inc. Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 (760) 7 46-4955 Fax: (760) 7 46-9806 REPORT OF COMPRESSION TEST FOR CONCRETE 4 X 8 CYLINDERS Sample Group# 146544 Project Name Project Address Gen. Contractor Engineer '(,~ ~:e~: ::~=~~s~o-n~~a~lsb:A_ 12 Proj:~ NoCa;l~~=54~- N/A ______ __ ________ -----· ··-----.... Sub-Contractor···-·----------·---• ---·-·· _N/A_______ ________ Architect _N/,,,A~-- Bldg Permit No Gov't Contract # Plan File No ____________ _ -------------··---·--DSA/OSHPD __________ _ Report of Placement Date Supplier/Plant .. C.oncrf!l!l. ___ _ _211212019 Robertsons Sample Group Data 4 X 8 Cylinders ___ _ Slump Air Temp Mix Number/Descr .94.0:4..lLfOO..Illi.Q§..& Pl..§.1,A_B_QN.§&Q Mix Temp Mix Design 45Q(L ___ psi Air Content Specified Strength -4.5.00~--psi Field Unit Wt Specifled Date ---------··-311212019 Dry Unit Wt Measured Specified (in.) 4½ ____ ,_ NIA ('F) _60 NIA ('F) 71 NIA (%) NIA _____ _NIA ___ --·-· (pc~ NIA _NIA ---·--... pcf .NIA Truck No. 1941 Ticket#: 4244478 Age: .___.?._9-~ Min. Samples Made By: V\lilliam Small Sr. Cement Type -"l/c..11 __ _ Set #: N/A Load II: N/A Date Rec'd In Lab 2/13/2019 Admixture N/A ----------- Specific Location CENTER OF PT SLAB Special Instructions/Remarks 1@_? -3~28 -1 Hold Compression Laboratory Data Sample Lab No. Date Tested Average Cross Section Max load Compressive Strength Fracture l Age Diameter• Test Area lndlv Average-Type --------. ------ 3,547 psi I 7 4A 2/19/2019 4.00 in 12.57 in' 44,590 lbs 3,550 psi 5 ··--~----. ------------- Comments: Sampling and lesUngconducted in accordance with ASTM Standard deSignations: C31, C39, C78, C138, C143, C172, C231, C617, C1231 •Average diameter in accordance with ASTM C39 Sections 6.2 and 6.3 -A singular test result at a gMJn age is rounded to the nearest 10 PSI Checked by: _______ Date: ___ _ Reviewed by: ________ Date: __________________ _ Erik Campbell, Lab Manager cc: California west Communities Construction Testing & Engineering, Inc. Inspection I Testing I Geolechnical I Environmental & Construction Engineering I C~il Engineering I Surveying INSPECTION REPORT PAGE _/_ OF __L CTE JOB NO. /4?,L'/l,S'/I PROJECT NAME YA:o& &1v1.;ty 8:9/VI ADDRESS /7/7 ts/.,26)/A: /1-6llr h/j.-y ARCHITECT ~Ii~ll;V~WZ: ENGINEER R@Jt2,/) .E. MJff coNTRAcToR er D CJ;i,N&,{e-.z:µc... OTHER INSPECTION □ CONCRETE ·,74 REINF. STEEL □ MASONRY 1t( P.T. CONCRETE □ FIELD WELDING □ SHOP WELDING REPORT NO. ( MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 GROUT MIX NO. & lbAn' MORTAR TYPE & lbnn' REINF. STEEL GR./SIZE jfi,t<c.;~ ti STRUCTURAL STEEL HIGH-STRENGTH BOLT INSPECTION DATE ,;2 -//-J.,pJo/ 0 BATCH PLANT MASONRY BLOCK PLAN FILE/OTHER __________ 0 EXP. ANCHOR OTHER BLDG PERMIT/OTHER cl3&tJ.<?I q--&12 i9' l OTHER!t'iJf!;;..,a k.. pi b< Zuv:li:;~ o 1i!Jt/}t9} MATERIA SAMPLING 0 CONCRETE 0 MORTAR 0 GROUT 0 FIREPROOFING O MASONRY BLOCK □ 0 STRUCTURAL STEEL 0 BOLTS 0 Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. 1441 Montiel Road, Suite 15 I Escondido, CA92026 Ph (760) 746-4955 I Fax (760)746-9806 I www.cte-lnc.net Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying FINAL REPORT FOR SPECIAL INSPECTION & MATERIALS TESTING November 22. 20 I 9 City Of Carlsbad Building Inspection Department I 635 Faraday A venue Carlsbad, CA 92009 CTE Project No. I0-14654T SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION PERFORMED UNDER PERMIT NUMBER: CBRA2018-0049 PROJECT ADDRESS: 1719 Buena Vista Way (Yada Family Farm Subdivision/ Carlsbad 12) I declare under penalty of perjury that, to the best of my knowledge, all of the work requiring special inspection and materials testing of reinforcing steel, wire strand tendons for footings, concrete, masonry, grout, and post-tension for footings has been completed. The inspected work for the structure constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the applicable building code. Executed on this twenty second day of November 2019. TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTIEL ROAD SUITE 115 ESCONDIDO, CA 92026 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: Daniel T. Math State of California Registration Number: 61013 Expiration Date: 12/31/20 SIGNATURE: _ ____::~ __ ·_,--e;=~=-----•- 1441 Montiel Road. Suite 115 I Escondido. CA 92026 Ph (760) 7 46-4955 Fax (760) 7 46-9806 www.cte-inc.net -~ CT~c Ml)~ ~ ~~ _j_uc5~ ~~ Construction Testing & Engineering, Inc. Inspection I Testing I Geolechnical I Environmental & Construc~on Engineering I Civil Engineering I Surveying Project Name Y c rf o. r=a f.l' : ''.t, C.:0 ~ Date 'Z ,1 (3 ( l q Project Address L.. o + 9 ------------------Project No. /0 '._ ''-/~ S '-,, GAUGE PRESSURE MEASURED ELONGATION TENDON ELONGATION +/- NO. REQUIRED TOLERANCE COMMENTS END 1 END2 LIFT OFF END 1 END2 TOTAL l I., I)_ 1 '' 3 L /3 ftJ y -:-~ 1)-;..._ ~-. 1../ • ll- f '-' J. f 8 ~ -, Lt)/E, (J:, '-13/73 ;_,) ' .. :). :....1 •/s I) L../ ... ' ·~ ,:_j I:, (.) ~ I_( I /4, .-t...t ~1~ - ' .. 1.-/ J/3 -. 7/8 '• , : I'{ .. ,J" ;7 l..p I I),- c, ( n ih_ • I q lo 1/::, . J ;;."6 l.(718 Description ofTendons Stressed Ram No. Gauge No. '2 oo 7 -~ c; 0 Floor Pour Stressed By Inspector ------- - Calibration Date Specified Gauge Pressure Certification No. :;-a~ -_.,, 'o,., ,.r tr<J • r .., ' ~ .,.. I,," '/t, i ,a,•..,~-,., ,.,Jc;.:.. ~•l .. ~ I 1 ' I ! I I ' I i I i I I I i I ( I . '/ 'n,---{L.-,:'J'c ~, ' /0 -;r..,,-/ 8 1441 Montiel Road, Suite 115 Escondido, CA 92026 I Ph (760} 746-4955 I Fax /760\ 74fi-!:iROR I www ,-t,,_inr ""' ,. ~ CT!!Jic Project Name Project Address TENDON NO. GAUGE PRESSURE Construction Testing & Engineering, Inc. lnspeclion I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying MEASURED ELONGATION Date Project No. ELONGATION REQUIRED +/- TOLERANCE COMMENTS END 1 END2 LIFT OFF END 1 END 2 TOTAL .. Description of Tendons Stressed Ram No. Floor Stressed By ------- I .. Gauge No. Pour Inspector s 1/q s 1/7-.. 5 5/8 I (e S/~ I :3/5 ! 3/g 1 l ;('- l I I)-.,_ ""'\ 7/:.,-, "' ...> C.c.,.c. ,,_ '--c.. r,.,.,t.,,, ,,,..,,.: ,-1:,, l..rt.r.'" I ....;,; Calibration Date Specified Gauge Pressure Certification No. '6"'~-t~ ,;.,C-c.. I ' ' I I I I I \ J -I '.::o-;.-,.,-.., ! f I V' f;tl!J~.,IJ • J .•/ ✓ --------------- 1441 Montiel Road, Suite 115 Escondido, CA 92026 I Ph (760) 746-4955 I Fax /760) 746-9800 I www ~IP-inl"' not Construction Testing & Engineering, Inc. Inspection I Tes6ng I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying INSPECTION REPORT PAGE CTEJOB NO. OF REPORT NO. PROJECT NAME 'n c<t:.. r--~~· T,(,,.,.._ r LA { INSPECTION MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 ADDRESS ., ( .. i7L,r 1'-C \_/, ie, I, ' (. □ CONCRETE c,~ □ REINF. STEEL GROUT MIX NO. & lb/in2 ARCHITECT fl L A. □ MASONRY MORTAR TYPE & lb/in2 ENGINEER .J. \ 1lr111£,,1, □ P.T. CONCRETE L-! ), (~ I CONTRACTOR (' ,.._ I• □ FIELD WELDING REINF. STEEL GR/SIZE _____ _ STRUCTURAL STEEL OTHER □ SHOP WELDING HIGH-STRENGTH BOLT _____ _ INSPECTION DATE -../""'/,<; □ BATCH PLANT MASONRY BLOCK , PLAN FILE/OTHER □ EXP. ANCHOR OTHER BLDG. PERMIT/OTHER '"'{; i?A 1(,JF'...-()(}1/C, □ OTHER MATERIAL SAMPLING 0 CONCRETE O MORTAR O GROUT 0 REINFORCING STEEL O STRUCTURAL STEEL 0 FIREPROOFING O MASONRY BLOCK 0 BOLTS O OTHER ------- INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. • • .c .. r{ /(". /(.-//; l)rl , •• -l l- t l.l { r f I , t'"O'-"' I,., -\ ( ,,,, .. j C. ~ l,J j u I" 0, ~ I I . .,. ~ ( L ';') 11 c.,., "(.. Dt t . r r,-.J r .) Certification of Compllance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME CERTIFICATION NO. nVt::,:'\r,• fr,Je,..,--il,AtJ ~c--, SIGNATURE / ,,..,, .r'--' <' 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-lnc.net I MEMO 1 -V CLIENT __ ll_l _lJ_l..._">_J _____ TRACT :LI\ OA w.o. _-:J_~_i_i_-_f!_~-_'::,<:... __ oATe ~S""'--}-~_/_w_,_q __ -, ~o,"I NAME ___ v __ µ, ___ _ HOURS ___ /)._. _o ___ _ LOCATION _(1._11_1,._'-'_';:,_~_/\_tl ___ _ SUPT __ _;_J_, _t-1\ ______ CONTRACTOR ________________ _ /,.;r,,1),e V IU , ( .,. E:/wp/forms/memosant.wpd .. c> 5v I ~'1J t"L,,., s.//,_,;-c_/ · .,~ d"~' '> ,[;~~ -t.1,,,,,-1,, ... ~~_,,,,., st~~Jol d.,~l,,lr: r:. ~ ... I' It I I.? /,0/Jt,1/' -I GeoSoils, lne. f--- BY:----=---~----- PAGE ___ I __ OF __ / __ w.o. "'1'~1-1 e '-' I I • ./ -----DATE ___ !_~_h,J __ 1_9'_ NAME. ___ -r~ _____ V __ HOURS ___ /~~---- Geotechnical • Coastal • Geologic • Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name: _(l_11_1 __ vv_._c:...;_:, __________ Project Name: __ Y._A_f)_A ___________ _ Location/Tract: \. 1 ~ J 4 (_IA; Referenced Geotechnical Report(s): ___________________________ _ Observation Summary ,z ,17. f -rz 1/, -Tl 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 ,the 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 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. 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 of grading. I },'"JL 5741 Palmer Way Carlsbad, CA 92008 (760) 438-3155 1446 E. Chestnut Ave. Santa Ana, CA 92701 (714) 647-0277 f/( J~ Representative of GeoSoils, Inc. 26590 Madison Ave. Murrieta, CA 92562 (951) 677-9651 November 21, 2019 TO: Jim Hall phone: (619) 954-6307, e-mail: jhall.cwc(alatt.net Julie Howard phone: ( 619) 718-9660 ext I 00, email: julie@howardassoc.com Jason Goff Christina Rodriguez, Senior Office Specialist Paul Burnette Teri Delcamp, Principal Planner FROM: Bruce Dugmore, Landscape Architect Consultant to the City of Carlsbad (760) 436-7327 DDS file: 621A ~ Yada Family Farm Subdivision -lnsp I -Phase 2 (lot 9) REFERENCE: I st Landscape Review PROJECT: Yada Family Farm Subdivision -Phase 2 Lot 9 Project Number: LPC20!8-0005, CT 15-11 Drawing Number: 508-3L Lot 9-1719 Buena Vista Way -CBRA2018-0049 Landscaping for the following is approved: Lot 9-1719 Buena Vista Way-CBRA2018-0049 1. Landscaping is approved. 2. The Permit cards for lot 9 was signed on November 21, 2019. 3. Prior to obtaining occupancy of the last unit the landscape architect of work shall review/inspect the project including all areas surrounding each phase and submit the "Certification of Completion" form as available through the City ( city form P25- D). Also provide an irrigation schedule as required by the city water ordinance as follows: I) An irrigation watering schedule shall be prepared by the professional of record for all landscape projects subject to the Water Efficient Landscape Ordinance. The schedule shall be submitted to the City prior to granting a permit of occupancy and shall include the following information: a) A description of the automatic irrigation system that will be used for the project. b) The ETo data relied on to develop the irrigation schedule, including the source of the data. c) The time period when overhead irrigation will be scheduled and confirm that no overhead irrigation shall be used between 6:00 a.m. and 10:00 p.m. d) The parameters used for setting the irrigation system controller for watering times for: 1. The plant establishment period ii. Established landscaping iii. Temporarily irrigated areas iv. Different seasons during the year Yada Family Farm Subdivision -LPC2018-0005, DWG508-3L Final Landscape Review November 21, 2019 Page2 e) The consideration used for each station for the following factors: 1. The days between irrigation n. Station run time in minutes for each irrigation event, designed to avoid runoff iii. Number of cycle starts required for each irrigation event, designed to avoid runoff 1v. Amount of water to be applied on a monthly basis v. The root depth setting v1. The plant type setting vn. The soil type vm. The slope factor 1x. The shade factor The contractor is to call Bruce Dugmore at (760) 436-7327 for a follow-up review when the above items are completed. Prior to security release the landscape architect of work shall review/inspect the project and provide a certification letter for release of securities ( city form P25- E), and the following: 1) The security release letter shall certify that he or she has inspected the work and that the project complies with the following conditions: a) Has been maintained in substantial conformance to the approved plans. b) Is growing in a healthy and thriving condition. c) All plantings required under Section 7 of the Landscape Manual have been established as an effective surface erosion control. d) There is no evidence of excessive run off from the irrigation system causing a soil erosion problem. IF THERE ARE NO GRADING BONDS IN PLACE, THE IRRIGATION SCHEDULES, AS-BUILT PLANS, WATER AUDIT, COMPLETED HYDROZONE DIAGRAM AND THE CERTIFICATION LETTER FOR RELEASE OF SECURITIES WILL BE REQUIRED PRIOR TO OCCUPANCY OF THE LAST UNIT. CONSTilUCTION PHASING l!imrlil 1/00Cl. , o:::J PIMSC I 1-1, 1-11, It IZ PHASC 1 .J-6 It 10-11 1l lPTAL HOll£S PHASE 1 BUILD SEQUENCE CARLSBAD12 CITY OF CARLSBAD, CA ™ ·1 1 1 ~1 --I I I I [:)(IS nNC HOU£ TO l/fl.t,IIN 1 I • I J ! : -----------l Model Permit # & Adreess I l START I ' ''·f ~ Lot 9 >-,I Permit# 2018-0049 · ~: ~ Site Address-17 49 Buena Vista Wy I~ I bl-tA,lnc . and J)lcmt,Q, tM ,~ "":Y!'S ,11s A1/0,10A [HCNAS ~TC"\.• CAAl!BAO, c.A 02008-•lll (-,gl)) 931-8100 I I :~i ~ -~, r" ,~1 ~ J~ : 1----------1 f------...-------.1 I o ~, ,..,,_..,,,..., : ~ ~· _, I~ ! ~ : '1 ~mo · · I 1 j ] ' 1/SQUTR .B#'fN : '1 F'~ , , L _;..) - I I : ,---------------------------------I I I/ VALLEY STREET I ,, ,··-------------------- IN...Q!;! --·----------· ---- LOT LK-----···-·-••-·---•··----LOT INlll/0>______ J PW/ IYPC............. ............. ....... ..... ..... l1ii!1[I] a-,,JJION IIAINTflWICC CASClllJIT NltA fllllll1l.!J ~ ~--~ ~ ~ I" -.. .,, ·•---·~------~~---··--- ~in,of Carlsbad CERTIFICATION OF SCHOOL FEES PATD This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project No. & Name: DEV02058, VADA FARM ---~---------------- PI an Check No.: CBRA2018-D049 ---------------------- Project Address: 1719 BUENA VISTA WAY -------------------- Assessor's Parcel No.: 1562206200 --'-"------------------- Project Applicant: TRUSTYADA FAMILY TRUST 03-12-9D (Owner Name) Residential Square Feet: New/Additions: 2,867 ~------------------- Second Dwelling Unit: Commercial Square Feet: New/Additions: City Certification: City of Carlsbad Building Division Date: 07/11/2018 Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. • Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 • Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 • San Oieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) • San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appl.only) • Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities, This is to certify that the appllcant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may Issue building permits for this project. Signature of Authorized School District Official: -~ , \:::),10"1~#11'1• ,~ C ),1,,u d ,,..,L, ·, ll, Q (c_, L:,L>-..~ ~\. v~ ""-) Title: 5 u ~:elf: \Y\:-\--:em.J-.'f Y\Js: Date: C/-J / -! r: Name of School District: CARLSBAD UNIFIED SCHOOL DISIBICT Phone: r-:, (po 3 3 J -S--000 Bulldln1 Division 6225 EL CAMINO REAL CARLSBAD, CA 92009 1. 2. 3. 4. 5. 6. 7. 8. 9. SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATION As an altemetive method, the STANDARD METHOD found In ARTICLE: 220 of the National E:lectric Code, may be used GENERAL LIGHTING LOADS 96Dl Dwelling lf;t,.t sq. ft. x 3 VA= 220-3(a) VA Small appliance loads -220-16(a) 1500 VA x 1'. circuits= e:.cm VA Laundry load -220-16(b) 1500 VA x I circuits= 1soo VA General Lighting Total COOKING EQUIPMENT LOADS -Nameplate Value Range VA= VA Cooktop ISQO VA= /<;CO VA Oven (s) ~QO'I> VA= .;sctrl VA Cooking Equipment Total ~3101 4-S:O ELECTRIC DRYER 220-18 (Nameplate, 5000 VA minimum) Dryer 5{)00 VA = DryerTotal 8'.;fl2 FIXED APPLIANCE LOADS 230-30 (b) (3) Dishwasher = I Soo VA Disposal= I sro VA 001,8J1ler-{I,.,; Ao: ll-/,SQQ VA Water Heater = g s;:-QQ VA Hydromassage Bathtub = VA Microwave Oven= VA Built-In Vacuum = I >.l:d:2 VA = VA Fixed Appllance Total 7.:sx, OPTIONAL SUBTOTAL (Add all of the above totals) .~UJ.l APPLYING DEMAND FACTORS -TABLE 220-30 First 10,000 VA x 100% = 10,000VA Optional Subtotal (from line 5) { Remaininp 201 o ( VAx40%= 8oYo VA HEATING OR AC LOAD -TABLE 220-30 Larger of the Heating or AC Load = IUl?O VA OPTIONAL LOADS TOTAL (Add totals from lines 6 and 7) = ?;){)Q'-/l>VA MINIMUM SERVICE SIZE = Optional Loads Total = I 2 '-~ Ampere 240Volt (Please put total on front of card under Computed Load) VA VA VA VA VA