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Home My WebLink About1987 OLIVINE CT; ; CB073098; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-11-2009 Residential Permit Permit No: CB073098 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: 1987 OLIVINE CT CBAD RESDNTL 2132921800 Sub Type: Lot#: $313,098.00 Construction Type: SFD 42 VN Status: Applied: Entered By: ISSUED 12/13/2007 JMA Occupancy Group: 08/11/2009 Reference #: CT 04-09 Plan Approved: # Dwelling Units: 1 Structure Type: SFD Issued: 08/11/2009 Bedrooms: 5 Bathrooms: 4 l nspect Area: Project Title: TRIESTE PL 3: PHS 8, -2912 SF Orig PC#: PC 06-35 428 SF GAR/162SF DECK/162SF LOG/70SF PORCH Plan Check # PC07-78 Applicant: WARMINGTON HOMES 701 PALOMAR AIRPORT RD CARLSBAD CA 92011 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 $1,315.29 $0.00 $854.94 $0.00 ($68.40) $31.31 $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 ?? Owner: WARMINGTON TRIESTE ASSOCIATES LP C/0 WARMINGTON HOMES CALIFORNIA 3090 PULLMAN ST #A 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: $22,443.65 Total Payments To Date: $22,443.65 Balance Due: $0.00 $160.00 $4,492.00 $3,618.63 $5,698.38 $0.00 $0.00 $0.00 $2,242.00 $0.00 $0.00 $252.00 $60.00 $67.50 $0.00 $0.00 $0.00 $0.00 $0.00 $171.00 $22,443.65 $0,00 Inspector: WI. ~< Clearance: 3 ·'2$ • \ o 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 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 f xac i ns of which h r vi usl been iven N Tl E imil r I this r a hi h t ut of limit i n h I o herwise ex ired, City of Carlsbad Bldg Inspection Request For 03/24/2010 Permit# CB073098 Inspector Assignment: MC --- Title: TRIESTE PL 3: PHS 8, -2912 SF Description: 428 SF GAR/162SF OECK/162SF LOG/70SF PORCH Sub Type: SFD Type: RESDNTL Phone: 7608818240 Job Address: 1987 OLIVINE CT Suite: Lot: 42 Location: OWNER WARMINGTON TRIESTE ASSOCIATES LP Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Inspector: ----- Total Time: Requested By: KYLE ISBELL Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments <f" 1• ~ll-'\"?> ¢~hA.'!: .. 'r~ /fiW.-'Ll¼S t,,..l ~ f Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 I nseection Histo[Y Date Description Act lnsp Comments 03/08/2010 39 Final Electrical AP MC EMR ONLY -OK TO RELEASE METER 12/09/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 12/09/2009 18 Exterior Lath/Drywall AP MC 12/09/2009 23 Gasrrest/Repairs AP MC 12/02/2009 16 Insulation AP MC 11/30/2009 84 Rough Combo AP PY 11/16/2009 13 Shear Panels/HD's AP PD VENTW.H. 10/22/2009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 10/20/2009 15 Roof/Reroof co MC COMPLETE SHEATHING 09/04/2009 81 Underground Combo AP PC 08/26/2009 21 Underground/Under Floor AP MC 08/26/2009 22 Sewer/Water Service AP MC ~ Chi DI Clrlllllll 1i13i Flnal Bulldlna lnspactlan Dept: Buildin Plan Check#: lanning CMWD St Lite Fire Date: Permit#: CB073098 Permit Type: Project Name: Address: Contact Person: Sewer Dist: TRIESTE PL 3: PHS 8, -2912 SF 428 SF GAR/162SF DECK/162SF LOG/70SF PORCH 1987 OLIVINE CT Phone: LC Water Dist: CA Sub Type: SFD Lot: 42 .......................................................................................................................................................... Inspected ~-D.S. Date ~lrz~D By: (!., Inspected: Approved: Disapproved: ~ Inspected A Date ~lz3!0 By: ~ -Inspected: Approved: ,,,.-, Disapproved: __ 7 £ I Inspected Date By: Inspected: Approved: Disapproved: __ I 1111111 II 11111 I I I 11111 I I■ 1111111 I 1 1111111 I Ill Ill 11111111111 I II I Ill I I 1111I111111111 II I 111111111 I tit■•••·••■ I I I I I I II I I I I Ill I 1 1 11 I I Ill ti Ill Ill I I II I 11111 ltlll Comments: _______________________________ _ 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: Engineer: William Hezmalhalch Martin Permit No: Contractor: Warmington Homes Plan File No: Location In Structure: Lot: 42 Northwest Corner of Slab Material Supplier: 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 66 minutes 70 degrees F 035 JG 0990257 42 9/8/2009 9/9/2009 9/14/2009 4.00 12.57 66,500 5290 6 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0990258 0990259 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 87,170 89,850 6930 7150 28 Days 28 Days 4500 4500 1 2 4.75 I 78 degrees F 156272 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 Gordon T.M. Wo l'LANNINC ENCINEH!IN(; SUINLYINC IJNIN[ LOS ,\NCE:.LES !~IVEl~SIIJE S1\N DIEC() /\RIZON/\ Dr\V[ 111\/\\M/\I~ LEX WILLIM1\N ;\LISA Vl1\Ll'ANIJO IJi\N SMITH R,W /1.11\l(flN CHUCK CATrn 'J707 W,1plt:s S!rccl S,m 11il'go, CA ')2121 (HS/_\) SSll-4500 PH (t\58) 5513-141.J FX www.Huns;1kerSlJ .C(llll t11io@Huns.1kc1 SD .com HUNSAKER &ASSOCIATES ) I\ N I l I 1· (, \ l, 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, Daniel P S~ LS. 6854 Hunsaker & Associates San Diego, Inc. DS kc k 10107120091cl3~ ~o~• wu0107-268 8/2~120092 11 PM · GEOCON INCORPORATED 6960 FLANDERS DRIVE 0 0 GEOTECHNICAL CONSULTANTS ~~~ ■ SAN DIEGO, CALIFORNIA 92121-297 4 ■ TEL 1858) 558-6900 ■ FAX (858) 558-6159 ., FOUNDATION OBSERVATION REPORT PROJECT NAME: ::fbe. G,~<-""S 1..-Jo,-,~s.,jo~ \ \3 LOCATION : Lo, $ Z ~ · t.•{'"2 FOUNDATION LOCATION (if not entire building) PLAN FILE NO. PERMIT NOS : Lo'f~ ::{'\ " (\'0'1-"\,-,-1 PROJECT NO. C,I..\Os -5 2-2t.., DATE : 112_/0~ '-10 '\? D ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : l.\' '°\O . 0 CONVENTIONAL '-\ ?_ "'I~ {/J_ SUBSTANTIAL CONFORMANCE ~ POST-TENSIONED • PURPOSE OF OBSERVATION @ 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 re port 0 Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report bf'.. Verify footings have been extended to an appropriate bearing strata □ Other • SOIL REPORT RECOMMENDATIONS BASED ON: 0 Expansion Condition O VERY LOW 0 LOW 0 MEDIUM , I,_~ G -'<'._..,,.,, W ,\. \ 3 DATE : ?/1 °/Cb 0 HIGH 0 VERY HIGH D Fill Geometry ------------------------------------- 0 Otper: ---------------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS : 0 Footing Depth : 0 12 Inches D 18 Inches r·,_-1 TI 23 "Jc1 , Li u c .:.-\-1![.. )6 L\ \ ( L/? □ 24 Inches . OTHER _____________ _ Footing Reinforcement: 0 No.4 T&B O 2-No.4 T&B D 2-No.5 T&B_ □ Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/10 0 6x6-6/6 0 No.3@24Inches D No.3@18Inches D Post-Tensioned Slab Bedding Material and Thickness : Cuv I Vapor Barrier : -=\)_·,-"-,:,'f,,1. ______ _ Foundation Width : _D.'--·-·.__-'-, ..::...' -------------------------------- • OBSERVATIONS : D Substantial conformance with Soil Reports (see ·"Purpose of Observation") r:/ Substantial conformance with Foundation Plans, Identify : ------~-------------- 0 Other • COMMENTS: -s r,,' .U "" · <• L, i ? ··~..,) 'o-.1,.,\.., ,--v~J.}.1y L,,n_ .~1 k-r-·,, {,,c,;I -:..1, o,,_,., (lo~ o''"" 11·. h,1 ., i , ~ )c 1..,.,... r,, ' r , .... ) I .-... , p '", I L,. '()· .. c',..~" ~o ...... / j( ~IT 15 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 ., ◄ IOIL 'a f■STINGt INC'. i ,., . ' . ' .. "'i, . . . ; '1,,"'' ~~ ., t r ' if ' I ' SOUTHERN CALifQ~lASOIL & .. TESTIN.~~'1NC~ , 6280RIVERDM,ESTREET, SANDIEGO, CA92L20 ~ Pllone(619)280-~321 ,fax(619)280-4717 . 83-740 CITjlUS AVENU:E, SUITE .G, INDIO, CA 92201 1~:, Phone (760) :F~-5983 Fax (760) 775-8362 I 1 · ,. , , '. ., _-'. ' , , , ' t~:: :! g. .. scs&TFILE No.: , (2(elZZI 5 ·•,, I ,f, P.O. !"O,~·. ----,----------_;;;_:· C 'PL FIX ,,' PAGE I OF / 0 REINFORCED CONCRETE l'.J REINFORCED MASONRY 0 WELDING O FIREP,ROOFING O Q. C,,.CONCRETE O ROOFING/ WATERPROOFING ,□ H.S. BOLTING D ---~-----------~----------'--~-------~ PHASE#: DSNOSHPD FILE NO.: :? CBC/ICC I her¢by ,certify thql I have Inspected the at;ipve repaiteel work. Unl,ess noted , otherwise the.work lnspecteg Is to the best of 0i)Y knowledge In compliance wfttl the • approved plans, s~ciflca(io~_ppl!cable sections of th,jl governing ~uilding laws,, Inspector lnlttols ...J.{,?.. · ,, ,, , ' r 1, , , ,1\• DSA/OSHPD I hereby certify that I have Inspected the above reported work in accoroonce with the requirements of DSNOSHPD approve<;! docunnents. Sampling and tl3stl['lg Were conducted in accordance Wtth tti~ requirements of the 'DSNOSHPD qpproved qoct:iri:)ent~. The work inspected complies with the DSNOSHp p approved <;iocuf'T)ents. f;,: ' ' ' . . \ Yes: __ No:, __ lnspeoto( Initials: 'signature out/'lO/lzes the olx:Ne wcxk DSAAPP. NO.: ~LAN'FILE NO.:· TIME l!>EPARTED: · (<<I:? #$fl ;3· .,, REGISTRAllON N,O.