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Home My WebLink About1987 MARCASITE PL; ; CB073036; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-17-2008. Residential Permit Permit No: CB073036 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 04/17/2008 # Dwelling Units: Bedrooms: Project Title: Applicant: Building Inspection Request Line (760) 602~2725 1987 MARCASITE PL CBAD RESDNTL Sub Type: Lot#: 2132911700 $276,432.00 Construction Type: Reference#: SFD 45 VN CT 04-09 1 Structure Type: SFD 3 Bathrooms: 2 TRIESTE PL 1: PHS 5-2448SF LV 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Owner: Status: Applied: Entered By: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 12/11/2007 JMA Plan Approved: 04/17/2008 PC 06-35 PC 07-75 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 $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 $7,702.00 D1 $0.00 $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: $26,800.00 Total Payments To Date: $26,800.00 Balance Due: Inspector: yt'\ f.o~ Clearc~nce: $0.00 $225.00 $7,188.00 $3,618.63 $5,031.06 $0.00 $0.00 $0.00 $750.00 $0.00 $0.00 $217.00 $70.00 $67.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $26,800.00 $0.00 NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, detlications, reservations, oi other exactions hereafter collectively referretl 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 ,nformation with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar aoy 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 ~nd 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 · n f hi · n ·v n N Tl · limi i n h · 'City of Carlsbad Bldg Inspection Request For: 01/27/2009 Permit# CB073036 Inspector Assignment: MC Title: TRIESTE PL 1: PHS 5 -2448SF LV Description: 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Type: RESDNTL Sub Type: SFD Phone: 7604271926 Job Address: 1987 MARCASITE PL Suite: Lot: 45 Inspector: f,11 {, Location: ----- OWNER WARMINGTON TRIESTE ASSOCIATES LP Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act fl_ t Comments Requested By: KYLE ISBELL Entered By: CHRISTINE PA11?:1P :Fl.LL-:CA~~ At :Fl><:IU~ 6IL.. l-lPl--l -M£IAU-U., YtPt-~ -p~t-Arr 'f44!~ ,-.J/.\at.i,~ oL£..- -----~~----------------------··------- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns12ection HistoQ! Date Description Act lnsp Comments 12/08/2008 89 Final Combo CA MC PER CONTRACTOR AFTER STOP 10/24/2008 39 Final Electrical AP MC EMR only, ok to release meter 10/22/2008 39 Final Electrical CA MC PER CONTRACTOR 09/05/2008 17 Interior Lath/Drywall AP PC 08/18/2008 17 Interior Lath/Drywall PA MC INT. DRYWALL ONLY 08/18/2008 18 Exterior Lath/Drywall AP MC 08/18/2008 23 Gas/Test/Repairs AP MC 08/15/2008 82 Drywall/Ext Lath/Gas Test NR MC SCRAP OUT 08/08/2008 16 Insulation AP PC 08/06/2008 84 Rough Combo AP MC 07/11/2008 13 Shear Panels/HD's AP MC 06/26/2008 15 Roof/Reroof AP PC 05/22/2008 11 Fig/Foundation/Piers AP MC RECEIVED SOILS,PT&BLDG PLACEMENT REPORTS lnspectiQn List Permit#: CB073036 Type: RESDNTL SFD TRIESTE PL 1: PHS 5 -2448SF LV 474SF GAR/176SF DECK/173SF LOG/27SF Date Inspection Item Inspector Act Comments 01/27/2009 89 Final Combo RI 01/27/2009 89 Final Combo MC Fl OK TO RELEASE GAS· DATED FILL TAGS AT FIXTURES OK NON-METALLIC PIPING AT MAIN PANEL OK 12/08/2008 89 Final Combo MC CA PER CONTRACTOR AFTER STOP 10/24/2008 39 Final Electrical MC AP EMR only, ok to release meter 10/22/2008 39 Final Electrical MC CA PER CONTRACTOR 09/05/2008 17 Interior Lath/Drywall PC AP 08/18/2008 17 Interior Lath/Drywall MC PA INT. DRYWALL ONLY 08/18/2008 18 Exterior Lath/Drywall MC AP 08/18/2008 23 Gas/TesVRepairs MC AP 08/15/2008 82 Drywall/Ext Lath/Gas Test MC NR SCRAP OUT 08/08/2008 16 Insulation PC AP 08/06/2008 84 Rough Combo MC AP 07/11/200813 Shear Panels/HD's MC AP 06/26/2008 15 Roof/Reroof PC AP 05/22/2008 11 Ftg/Foundation/Piers MC AP RECEIVED SOILS,PT&BLDG PLACEMENT REPORTS 05/22/2006 12 Steel/Bond Beam MC AP 05/22/2008 21 Underground/Under Floor MC AP 05/22/2008 31 Underground/Cond u it-Wi ri n MC AP 05/14/2008 21 Underground/Under Floor MC AP 05/14/2008 22 Sewer/Water Service MC AP 05/13/2008 21 Underground/Under Floor MC NR PER CONTRACTOR AFTER STOP 05/12/2008 21 Underground/Under Floor MC AP WASTE ONLY 05/12/2008 22 Sewer/Water Service MC NR Tuesday, January 27, 2009 Page 1 of 1 cnv ot Carlsbad ~ ; Flnal B I ding 11111cdon '""0-.:P"''" " Dept: Building Plan Check #: g Planning CMWD St Lite Fire Date: DEC -1 2008 L _j 11/26/2008 ,r Permit#: CB073036 Permit Type: RESDNTL Project Name: Address: Contact Person: Sewer Dist: TRIESTE PL 1: PHS 5 -2448SF LV 474SF GAR/176SF DECK/173SF LOG/27SF PORCH 1987 MARCASITE PL Phone: LC Water Dist: CA Sub Type: SFD Lot: 45 .......................................................................................................................................................... Inspected Date ~ l ~/ cJt, Approved : By: (t!o~ MJA-Lo~ Inspected: X Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Comments: _______________________________ _ ( ~ \, G-"EOCON IN CO R PO RA-TED 6960 FLANDERS DRIVE ■ ' GEOTffiHNICAL CONSULTANTS #4; SAN DIEGO, CALIFORNIA 92121-297 4 ■ TEL (858) 558-6900 ■ FAX 1858) 5 58-6159 • FOUNDATION OBSERVATION REPORT PROJECT NAME : -r:::r:: G ,2.tr1:,-.,-:. · W .. ..,__. PROJECT NO. o wtf~3 ·· S-2. -2 6- LOCATION : __ ....:;;L;.;.... o_T_< __ '-/...:;.5_-_'-f...:....._],_· +-/ __,~,,_, _,'j'---'?...:}-=.(,,_;::5":..._ ___ _ DATE : FOUNDATION LOCATION (if not entire building) PLAN FILE NO. PERMIT NOS : ~,,._,: 7 3,:,:_,C -1.S '. C .':so 1 3o ~l., '{ t,, : /:!,C>'-/Lj-D ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : 1·7 .' C, s : 73 ,:) '--/~ 73~"¾ D ~NVENTIONAL 1/J ·. 73°':>7 ~BST ANTIAL CONFORMANCE ST-TENSIONED '+1: 7 30~ I • PURPOSE Of OBSERVATION g-'Verify soil conditions exposed are similar to those anticipated li).Ajerify footing excavations extend to minimum depth recommended in soil report D Verify foundation reinforcement complies with minimum recommended in soil report D ~rify slab re inforcement, sand bedding and moisture barrier comply with minimum . recommended in soil report Gt'verify footings have been extended to an appropriate bearing strata 0 Other e APPLICABLE SOIL REPORT : TITLE : I....J PO A. .. , r::. Gt::. ~ ,--:;; C ._ /2.,.-,-_ ...., V ._ . 9 C LA_ C <::, "S ,-4- -z:., ~ G (i" c.: ""N '-I . I 7 DA TE : .:3 -I u -C) 6 • SOl~PORT RECOMMENDATIONS BASED ON: Q/Expansion Condition D VERY LOW ~EDIUM 0 HIGH 0 VERY HIGH Ga"'Fill Geometry LJ c... I c ' ,_ '- □ Other : -----'(""'--'-'-;--'---'~-'--'--'=.i.-'-----"U-=--_· -...1....,,,__+--{_=--L-'-· /_.--"'--""----------- • ~I IMUM FOUNDATION RECOMMENDATIONS: .:;.i,. ::i:::. -/. (.:.,\,-:r:r:: Footing Depth : 5:r12 Inches Ll! ~ Inches O 24 Inches OTHER _____________ _ rs Footing Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&B G?'Post-Tensioned OTH ER : _____ _ Interior Slab Reinforcement : D 6x6-10/10 D 6x6-6/6 □ No.3@24Inches D No.3@18Inches ~ost-Tensioned Slab Bedding Material and Thickness : _____________ Vapor Barrier : Foundation Width : 1 Z · · r1 ',-J • OBSERVATIONS: [¥Substantial conformance with ~bstantial conformance with Soil Reports (see "Purpose of Observation") Foundation Plans. Identify : ~'-' __ f_;, .... _1_~_-~ __ 13~ .... / __ c __ J,._...,_,..,_· ~_0 J ______ _ #=--4-0 G,"5 D Other .. (~~~~------------------------------------/------------------------- 1·--;-TE : IT IS ASSUMfD THAT All FOOTING EXCAVATIONS Will BE OEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOil MOISTURE CONTENT Will BE MAINTAINED u' , , ~. , 11'"1. AELD COPIES TO 7rJ--fJ C' :._;r_~ H-s s· 7_ . GEOCON REPRESENTATIVE , . ( f :t' "'It'' J? I ,.. .' • .. ~ SOUTHERN CALIFO~ SQit{~ TESTING, ·INC'.· ·:· 62J!Q RIY.ERD1'J;;t.STR.EE'.I', A.N DIEG0;'<:;A9;212p., ~hone (619p8r-4321 Fax (6,19);280-4717 83-740 CJTR:US AVENUE, SUITE·G, 'INDlO; CA9220I • Phone{760) 775-5983 Fax (760) 775-8362 ,. ,. SCS&T FILE NO.· (2(a/2. 2 / .S- 'PAGE / OF /' □ WELDING D f,1REPROOFING □ H.S. BOLTING [] __ · --·, DSAAPP. NO.: '· PlAN FILE NO.: P.E. REVIEW'. . DATE' SC5al 205 REV 2/06 .. PIANNING ENGINEERING SIJ11VfYING ~H~MlNblUN-~H'l UlL~U HUNSAKER &ASSOCIATES S " N 0 t ~ C 0, I N r, NV.b~( r". c./ C. IIWINE ws At-iG~LES May 14, 2008 RMRSIDE SANOlfGO ARIZDN" DAVE HA/¥\MA.R LEX WILLIMI\N ALl51\ VIALPANDO OAl'ISMITH RAY MJ',.ICTIN CHUCl(C/\TER inc, waple1 Suce1 S,111 Oi,•,:l'I, CA 921l1 [fl',R} ~511,.,1;i(l0 11H cMm ssn.u 14 FX www.Huri,~~rrSO.com hi{n@l·t .. 11'1.\.lk,1SO.com 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 45 through 49 and 64 through 71 Dear City Inspector: Please be advised the building foundation forms ~re 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. smith L.S. 6854 Hunsaker & Associates San Diego, Inc. 1~ ~I ,.,l\O~l01"'n oo .. ,.. ~•O!·l~I 11w,0a1 ;o II ~I! 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: Trieste at La Costa Greens PTCC Phase: 5 Project Location: ~987 Marcasite Place Architect: William Hezmalhalch Engineer: Martin Permit No: CB07-3036 Contractor: Warmigton Plan File No: Location In Structure: Lot: 45 Southeast Course of Slab 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 82 minutes 57 degrees F 668 JG 0870305 45 5/23/2008 5/24/2008 5/28/2008 4.00 12.57 60700 4830 5 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By : 0870306 0870307 5/23/2008 5/23/2008 5/24/2008 5/24/2008 6/20/2008 6/20/2008 4.00 4.00 12.57 12.57 78470 80530 6240 6410 28 Days 28 Days 4500 4500 1 1 4.75 I 75 degrees F 116476 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: (1) City of Carlsbad -Building Inspection Department (1) Warmington Homes California