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Home My WebLink About1983 OLIVINE CT; ; CB073094; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-11-2009 Residential Permit Permit No: CB073094 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 08/11/2009 # Dwelling Units: Bedrooms: Project Title: Applicant: Building Inspection Request Line (760) 602-2725 1983 OLIVINE CT CBAD RESDNTL 2132921900 Sub Type: Lot#: $314,169.24 Construction Type: Reference #: SFD 43 VN CT 04-09 Structure Type: SFD 4 Bathrooms: 4 TRIESTE PL 2: PHS 8, 2745SF LV 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO Owner: Status: Applied: Entered By: Issued: Inspect Area: Orig PC#: Plan Check# ISSUED 12/13/2007 JMA Plan Approved: 08/11/2009 PC 06-35 PC 07-78 WARMINGTON HOMES 701 PALOMAR AIRPORT RD CARLSBAD CA 92011 WARMINGTON TRIESTE ASSOCIATES LP C/O WARMINGTON HOMES CALIFORNIA 3090 PULLMAN ST #A 931-4766 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $1,318.65 $0.00 $857.12 $0.00 ($68.57) $31.42 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,423.00 D5/8 $126.00 $0.00 ?? COSTA MESA CA 92626 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing lnlieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES Total Fees: $22,482.13 Total Payments To Date: $22,482.13 Balance Due: Inspector: JN', ~ FINAL APPROVAL Date: c:>~ -z t.a Clearance: $0.00 $160.00 $4,492.00 $3,618.63 $5,717.88 $000 $0 00 $0.00 $2,242.00 $0.00 $0 00 $259.00 $60.00 $74.00 $0.00 $0.00 $0.00 $0.00 $0.00 $171.00 $22,48213 $0.00 NOTICE: Please take NOTICE that approval of your project includes the 'Imposition· al fees, dedications, reseNalions, or other exactions hereafter collectively referred to as "fees/exactions," You have 90 days from the date this pennit 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. City of Carlsbad Bldg Inspection Request For: 03/23/2010 Permit# CB073094 Inspector Assignment: MC Title: TRIESTE PL 2: PHS 8, 2745SF LV Description: 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO Sub Type: SFD --- Type: RESDNTL Phone: 7608818240 Job Address: 1983 OLIVINE CT Suite: Lot: 43 Location: OWNER WARMINGTON TRIESTE ASSOCIATES LP Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Inspector: ----- Total Time: Requested By: KYLE ISBELL Entered By: CHRISTINE CD 19 29 39 49 Description Final Structural Final Plumbing Final Electrical Final Mechanical Act Comments 'F l --~~O~ll--~·p~t4~~,~--4i=~-l).~'6~i:.-~6eJ~A-~S_:: .. ~:____ --------···· ·······-~------- ------------- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns~ection Histo!Y Date Description Act lnsp Comments 03/19/2010 89 Final Combo NR PY 03/18/2010 89 Final Combo NR MC 03/17/2010 89 Final Combo co MC NO ELECT METER 03/08/2010 39 Final Electrical AP MC EMR ONLY -RELEASE METER 12/09/2009 16 Insulation AP MC 12/07/2009 27 Shower Pan/Roman Tubs AP MC SHOWER PAN 12/07/2009 84 Rough Combo AP MC 12/03/2009 84 Rough Combo CA MC PER CONTRACTOR PHONE CALL 12/02/2009 84 Rough Combo co MC COMPLETE ALL TRADES 11/24(2009 13 Shear PanelslHD's AP MC OK TO WRAP 11/23/2009 84 Rough Combo CA MC PER CONTRACTOR AFTER STOP 11/19/2009 13 Shear Panels/HD's CA MC PER PC 10/22/2009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD Southern California Soil and Testing, Inc. 6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321 P.O. Box 600627, San Diego, CA 92160-0627 . 83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983 Concrete (4x8) Compressive Strength Test Report File Number: 0612215 Project Title: Project Location: Architect: William Hezmalhalch Engineer: Martin Permit No: Contractor: Warmington Homes Plan File No: Location In Structure: Lot: 43 Westside of Slab at Fire Wall Material Supplier: Superior Mix Designation: 375p Admixture(s): Pozzolan Time In Mixer: Air Content: (ASTM C173/C231) Air Temp: Truck Number: Samples Made By: (ASTM C31) Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength. psi Fracture Type 85 minutes 75 degrees F 023 JG 0990260 43 9/8/2009 9/9/2009 9/14/2009 4.00 12.57 56,910 4530 6 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0990261 0990262 9/8/2009 9/8/2009 9/9/2009 9/9/2009 10/6/2009 10/6/2009 4.00 4.00 12.57 12.57 82,200 81,440 6540 6480 28 Days 28 Days 4500 4500 2 1 5.00 I 85 degrees F 156284 CN Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM C39 standards. This agency makes no other warranties express or implied. Fracture Type: 1 -Reasonably well formed cones on both ends, less than 1 in. of cracking through caps; 2 -Well formed cone on one end, vertical cracks running through caps.no well defined cone on other end; 3 -Columnar vertical cracking through both ends. no well formed cones; 4 -Diagonal fracture with no cracking through ends; 5 -Side fracture at top or bottom (occur commonly with unbonded caps): 6 -Similar to type 5 but end of cylinder is pointed. ,,,--'l Distribution: Reviewed By: / __,/ (1) City of Carlsbad -Building Inspection Department ___,----I (1) Warmington Homes California -Gordon T.M. Wooctprd RCE # 60481 !'LANNING ENGIN[ERING SURV[YINC I/i\/lNE LOS 1\NCELES RIV(liSIL)[ SAN l)IEC() AlilZONA 1)1\VE HAMMAR LEX WILLIMAN /\LISA Vl1\Ll'ANIJO D1\N SMITH CHUCK C1\T(I! ')707 w.1pk•, S1rccI S.111 l)1cgo. CA 9212 l U\'>Hi SC,l\.45llU PH H\'ill) 5511-1414 F X www.Huns~1kerSlJ ,t:om l11fo@Huns;ikerSD.co111 HUNSAKER &ASSOCIATES 5 1\ N I) I I C 0. I N C August 24, 2009 City of Carlsbad Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 Re: Building Form Certification La Costa Greens Neighborhood 1.17 Carlsbad Tract 04-09/PUD 04-08A Drawing No. 429-2C Lots 35 through 44 Dear City Inspector: Please be advised the building foundation forms are in conformance with the precise grading plans as to horizontal and vertical location. All locations checked were found to be within 0.1 of a foot horizontally and vertically per the precise grading plans. Sincerely, L.S. 6854 Hunsaker & Associates San Diego, Inc. DS·kt: k.\0107\200-9\d3~ do-i.;;11 wo 0101-268 6!2412009 2:li PM GEOCON IN C0,R,P0 ~ATE D 6960 FLANDERS DRIVE ■ o o C GEOTECHNICAL CONSULT ANTS ~ SAN DIEGO, CALIFORNIA 92121·297 4 ■ TEL (858) 558-6900 ■ FAX (858) 558-6159 • FOUNDATION OBSERVATION REPORT PROJECT NAME : _"}~~~G_-._rr_r_V\=5_._l.._lr_, ,_,._-_~_.I_~•._ ... __ \ ._\ ]~-----PROJECT NO. (-J YO S -,::z -2 . " DA TE : 9 I ? I 05 LOCATION : Lei\t L\(( l\\.J FOUNDATION LOCATION (if not entire building)--------------------------- PLAN FILE NO. PERMIT NOS : L01 ~ !.\'? (__ t'Dl ·c-'H yy O'Y\ D ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : , 0 CONVENTIONAL ~ SUBSTANTIAL CONFORMANCE q POST-TENSIONED • PURPOSE OF OBSERVATION "fj. .. Verify soil conditions exposed are similar to those anticipated D Verify footing excavations extend to minimum depth recommended in soil report D Verify foundation reinforcement complies with minimum recommended in soil report D Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report -$-. Verify footings have been extended to an appropriate bearing strata 0 Other ---------------------------------------- • APPLICABLE SOIL REPORT: TITLE : _l_..lP.:.-\'-"-1r....,___<_,.,.~()~\_,. .. ~\ ~r~'P+c'·=✓_\_v-"-\--C.t_ .. _(_-o ...... <~.,_~ __ ·-_ci-'\",....._G_)_/r-~,:-~_r _ __.,_'_• _l_\_l __ _ DATE : ?Ito /Qt-, • SOIL REPORT RECOMMENDATIONS BASED ON : D Expansion Condition 0 VERY LOW □ LOW □ MEDIUM 0 HIGH 0 VEiRY HIGH D Fill Geometry ------------------------------------- □ Otrer : ------------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS : (.. J.:. JS.t: -2 (.., D Footing Depth : D 12 Inches D 18 Inches □ 24 Inches OTHER _____________ _ Footing Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&El D Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/10 □ 6x6-6/6 □ No.3@24Inches D No.3@18Inches D Post-Tensioned Slab Bedding Material and Thickness : ~cw. Vapor Barrier : ~\)~. :,,• .-------- Foundati.on Width : ....,,\_,,1.c.. . .:..c1""_'..c..,..,,-'--------------------------------- • OBSERVATIONS : D Substantial conformance with Soil Reports (see ·"Purpose of Observation") -qJ. Substantial conformance with Foundation Plans. Identify : --------------------- 0 Other • COMMENTS : 1\ci,s~"/(· (o,.J ; ~·.ov-.•··, -(0 J.·. ~, ·, J t NOTE: IT /S ASSUMED THAT All FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED -,,.,,--- ,/ j _..,, ...... . ., FIELD COPIES TO CIIV of Carlsbad · ~ ·; Flnal Bulldlng Inspection -"'l'-· ' , .. Dept: Building Plan Check#: lanning CMWD St Lite Fire Date: RECEIVED MAR 1 8 2010 ENG1~'lJ~OIN~C'A~l..Sll\1J -G Dl:.PMl 1,\11:: T CM&I Dl\'fSIO,\/ ' 03/17/2010 Permit#: CB073094 Permit Type: RESDNTL Project Name: TRIESTE PL 2: PHS 8, 2745SF LV Sub Type: SFD 639SF GAR/11 0SF DECK/138S F LOG/120S F PORCH/103 Address: 1983 OLIVINE CT Contact Person: KYLE Sewer Dist: LC Phone: 7608818240 Water Dist: CA Lot: 43 ·························································································································································· Inspected ~ Date 3tr ~lo Approved : By: C . Inspected: }( Disapproved: __ Inspected Date By: Inspected: Approved : Disapproved : __ Inspected Date By: Inspected: Approved : Disapproved: __ Comments: _______________________________ _