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Home My WebLink About1991 OLIVINE CT; ; CB073090; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-11-2009· Residential Permit Permit No: CB073090 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 1991 OLIVINE CT CBAD RESDNTL 2132921500 Sub Type: Lot#: $276,432.00 Construction Type: Reference #: SFD 41 VN CT 04-09 1 Structure Type: SFD 3 Bathrooms: 2 TRIESTE PL 1: PHS 8-2448SF LV 474SF GAR/176SF DECK/173SF LOG/27SF PORCH 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/0 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 $1,190.97 $0.00 $774.13 $0.00 ($61.93) $27.64 $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: $21,549.00 Total Payments To Date: $0.00 Balance Due: FINAL APPR VAL Date: Q-, '3o Ji,, Clearance: $0.00 $160.00 $4,492.00 $3,618.63 $5,031.06 $0.00 $0.00 $0.00 $2,242.00 $0.00 $0.00 $217.00 $70.00 $67,50 $0.00 $0.00 $0,00 $0.00 $0.00 $171.00 $21,549.00 $21,549.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition'' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.' 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 ,my 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 f xac ions of which hav r v1 I be n iv n NOTI E imil r his r a to which h f Ii i i r i I h rwi " m CllJ DI Oar1Sbll1 lz1a Fina~ dlll lnspaetlon Dept: Buildin Plan Check#: lanning CMWD St Lite Fire f 7-78 Date: Permit#: CB073090 Permit Type: Project Name: TRIESTE PL 1: PHS 8-2448SF LV Sub Type: 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Address: 1991 OLIVINE CT Lot: 41 Contact Person: Phone: Sewer Dist: LC Water Dist: CA ............................................................................. , ........................................................................... . Inspected Date 3{L1_/,o By : (>-.:. .A&Aio~ Inspected: Approved: Disapproved: ~ Inspected A. Date 7/43 l~ By: C"-~ Inspected: Approved: ,--Disapproved: __ 7 i Inspected Date By: Inspected: Approved: Disapproved: __ ····· ············•········································································································································· Comments: ________________________________ _ m . . . 'City of Carlsbad Bldg Inspection Request ' .. For 03/30/2010 . Permit# CB073090 Inspector Assignment: MC --- Title: TRIESTE PL 1: PHS 8-2448SF LV Description: 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Sub Type: SFD Type: RESDNTL Phone: 7608818240 Job Address: 1991 OLIVINE CT Suite: Lot: 41 Location: Inspector: (Vlc APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments Requested By: KYLE ISBELL Entered By: CHRISTINE f D ~\l.. "t1:' iU-~Se h4,S f 'fL-vSl-t / t==L(,,,I... -t°tl~.S, o/L, H &>-1. H,e,1'".Al,L,l u ?tP,~ ~(4'\{... ~ll.. Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns12ection Histo(l Date Description Act lnsp Comments 03/24/2010 89 Final Combo co MC REMOVE TEMP POWER POLE/METER 03/08/2010 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE METER 03/05/2010 39 Final Electrlcal CA MC MOVE TO MONDAY 12/09/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 12/09/2009 18 Exterior LathlDrywall AP MC 12/09/2009 23 Gas/Test/Repairs AP MC 12/02/2009 16 Insulation AP MC 11/30/2009 84 Rough Combo AP PY 11/09/2009 13 Shear Panels/HD's AP MC OK TO WRAP 10/20/2009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 09/03/2009 11 Ftg/Foundation/Piers AP MC RECEIVED SOILS, PT & FORM CERT. REPORTS 09/03/2009 12 SteellBond Beam AP MC 09/0312009 21 Underground/Under Floor AP MC m . . City of Carlsbad Bldg Inspection Request . For: 03/08/2010 . Permit# CB073090 Inspector Assignment: MC Title: TRIESTE PL 1: PHS 8-2448SF LV Description: 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Type: RESDNTL Sub Type: SFD Phone: 7608818240 Job Address: 1991 OLIVINE CT Suite: Lot 41 Location: Inspector: OWNER WARMINGTON TRIESTE ASSOCIATES L P Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: Act Comments Requested By: KYLE Entered By: JANEAN CD 39 Description Final Electrical .A'P tSt--1.£ o;..k.J-( • b"' t-o tz<;L,6~ --' Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns~ection Histor:t Date Description Act lnsp Comments 03/05/2010 39 Final Electrical CA MC MOVE TO MONDAY 12/09/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 12/09/2009 18 Exterior Lath/Drywall AP MC 12/09/2009 23 Gas/Test/Repairs AP MC 12/02/2009 16 Insulation AP MC 11/30/2009 84 Rough Combo AP PY 11/09/2009 13 Shear Panels/HD's AP MC OK TO WRAP 10/20/2009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 09/03/2009 11 Fig/Foundation/Piers AP MC RECEIVED SOILS, PT & FORM CERT. REPORTS 09/03/2009 12 Steel/Bond Beam AP MC 09/03/2009 21 Underground/Under Floor AP MC 09/03/2009 31 Underground/Conduit-Wiring AP MC UFEROK 09/03/2009 98 BMP Inspection PA MC ON GOING 08/26/2009 21 Underground/Under Floor AP MC 08/26/2009 22 Sewer/Water Service AP MC 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: Material Supplier: lot: 41 Northeast Corner of Slab Superior Mix Designation: 375p Admixture(s): Pouolan 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 56 minutes 75 degrees F 653 JG 0990222 41 9/4/2009 9/8/2009 9/9/2009 4.00 12.57 55,050 4380 5 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0990223 0990224 9/4/2009 9/4/2009 9/8/2009 9/8/2009 10/2/2009 10/2/2009 4.00 4.00 12.57 12.57 76,700 77,440 6100 6160 28 Days 28 Days 4500 4500 1 2 5.00 I 87 degrees F 156113 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. Distribution: Reviewed By: (1) City of Carlsbad • Building Inspection Department (1) Warmington Homes California & l'LI\NNINC ENGINEERING IIN!Nt LOS ANl,ELES l{IVERSIOE SAN DIEGO Al{IZONA IMVE HAMMAR LEX WILLIMAN ALISA VIALPANDO DAN SMITH RAY MARTIN CHUCK CATE!, ~707 Wapb S!rCt,I S.,n IJ1t•~n, CA 92121 llVill) S.5l\-45llll !'H W:illl 'i5fl-141•1 FX www. H un~JkerSO .com lnfo@Hunsak,•rSD.co111 HUNSAKER &ASSOCIATES S 1\ !'-.J IJ ! I_ (, l), ! N l 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, D~L.S6854 Hunsaker & Associates San Diego, Inc. os·11.c:: k. 1U107\2009\tl3S. ouc:ii WO 0107•266 81241200'9 2 l 1 PM - ' GEOCON INC OR P Q R _A T !iJ D 6960 FLANDERS DRIVE GEOTECHNICAL CONSULTANTS ~ ■ SAN DIEGO, CALIFORNIA 92121-297 4 ■ TEL (8581 558-6900 ■ FAX (8581 558-6159 ., FOUNDATION OBSERVATION REPORT PROJECT NAME : --'-'--"'""--'G=--=111t.:..:::<::c:..."':..::.S ___ ___:_:_;~:::___:1,......L_.l_ ______ _ PROJECT NO. C,L\o'? -5 2 -2.1,.. LOCATION : Lo, $ :S ~ · Lt?. DATE : <=\ 12./ 0~ FOUNDATION LOCATION (if not entire building)--------------------------- PLAN FILE NO. PERMIT NOS : toT'> :?" ( 1°("1-:\ t ... ,-1 '-\ i) ... , '? □ ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : I -< ~-,. '':~ 0 CONVENTIONAL '1 l. "i'i<, 1P. SUBSTANTIAL CONFORMANCE l7.-. POST-TENSIONED • PURPOSE OF OBSERVATION ~ Verify soil conditions exposed are similar to those anticipated 0 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 D Other • APPLICABLE SOIL REPORT : TITLE : -'u~'-"'-'"-___;;;_.;::_t.>l_,_( -'-'A'-" ----'(?,;,--f-"-._,,=1 _ _;:;\J:_', .:....I _.l.c..::c .. _r.:....,.,.'-'>,< .l..!l+, __ ,.c...l...:.:.'•'____cc:_.,-=~--=p ..,.-'-,"---'-~.:::....-...LJ...!l_,_ __ _ DA TE : 7 (I u/Cto • SOIL REPORT RfCOMMENDA TIONS BASED ON : 0 Expansion Condition O VERY LOW □ LOW 0 MEDIUM 0 HIGH 0 VERY HIGH D Fill Geometry ------------------------------------- □ Otper : --------------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS : D Footing Depth : D 12 Inches D 18 Inches ( • .-\ 1I -2·:/ fi < 4 o <.,-\-11[_ □ ·24 Inches . OTHER _____________ _ Footing Reinforcement: D No.4 T&B D 2-No.4 T&B O 2-No.5 T&B. D Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement : 0 6x6-10/10 D 6x6-6/6 □ No.3@24Inches D No.3@18Inches D Post-Tensioned ( Slab Bedding Material and Thickness : --'~u~""~----------Vapor Barrier : ~\}_·,s~}------- Foundation Width : ~~.......,-•-~~------------------------------- • OBSERVATIONS : D Substantial conformance with Soil Reports (see "Purpose of Observation") r::/ Substantial conformance with Foundation Plans, Identify : ____________________ _ 0 Other • COMMENTS : 1 s"'1 J.J (> •r. " 1 lo i Q L>v/ (lo .. , 01ro, 1.1 ·· f Ot>f ~-' Yo ,.._). ~ \ I ( -L,ov,('\<:' ... /r .. 1 I I 1 ~o., 'o~.,,_,_ ,.._,,, , __ J l ,~ ;_ .,.,, , )('. ~IT 1_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 FIELD COPIES TO OCON REPRESENTATIVE 4? .. 1.C SOIL • TIITIN01 INt. "1 ' ~ :l ,, , , ,' 6280 RIVERDA:LE STRpE:P, SA~ DJEGO, CA 92120 • Phone (619.) 280-4321 Fax (619) 280~4717 , i' ,, ' 83-740 CITRl!S AVENUE, S,UITE G, rNDIO,. CA 9220 1 • :Phone (760) 775-5983 Fax (760) 775-8362, I @i S.OUTHE•RN CALIFORNIA SOIL & TESTING, INC. !:i • ~ . , • SC,S&T FILE NO.: t:>6/ZZIS '' , P.O. NO . ._· _________ _ C FIX PAGE I OF I FIELD 1NSPECT10N REPORT i:oRi D ne1NF01iceo ·coNcRETE 0 FIREPRQOFING 0 (lOOFINS /W*T~APROOFIN0 ri P.'i. CONCRETE I STRESS O EPOXY ANCHORS O H.S. BOLTING 0 ----------------.----------------- CBC/ICC I hereby certlty that I hove Inspected the above reported work. Unless noted otherwise the Wor1\ inspected Is to the best of rny knowledge In compliance w(th the oppr~ved·pl1:Jn.s,1specJficotl~nst,oPPIICabJe sections of the governing building lows,. 1nspector·ln111a1s . .,,. J ~ ' DSA/OSHPD I hereby <;:ertity that I hove inspected the obQve reported work In accordance wtth the requirements or DS.A/OSHRD approved documents. Sampling and testlng were .conqucted lri aocor9on0El wllh the requirements of. th!;! DSNQSHPD approvElq d~Ul7')l:lnts. n,e y;,ork inspected compiles with the DSNOSHP,D approved ¢ocurr\ents.· ' (t, ' DSAAAP,NO,: PlAN FILE NO,: