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Home My WebLink About1960 MARCASITE PL; ; CB073056; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-26-2U08 Residential Permit Permit No: CB073056 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 06/26/2008 # Dwelling Units: Bedrooms: Project Title: Applicant: Building Inspection Request Line (760) 602-2725 1960 MARCASITE PL CBAD RESDNTL Sub Type: 2132912500 Lot#: $276,432.00 Construction Type: Reference #: SFD 61 VN CT 04-09 1 Structure Type: SFD 3 Bathrooms: 2 TRIESTE PL 1: PH$ 6 -2448SF LV 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Status: Applied: Entered By: Issued: Inspect Area: Orig PC#: Plan Check#: Owner: . ISSUED 12/12/2007 JMA Plan Approved: 06/26/2008 PC 06-35 PC 07-76 WARMINGTON HOMES 701 PALOMAR AIRPORT RD CARLSBAD CA 92011 931-4766 WARMINGTON TRIESTE ASSOCIATES LP C/O WARMINGTON HOMES CALIFORNIA 3090 PULLMAN ST #A 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 SDCWAFee CFD 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 Bahmce Due: Inspector: Clearance: $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 "Im osilion" of fees, dedications, reservations, ci· 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 feeJ!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 i:iformation with the City Manager for processing in accordance with Ca~sbad Municipal Code Section 3.32.030. Failure to timely follow that procedure wiH 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 .<1nd sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this proje•i. NOR DOES IT APPLY to any City of Carlsbad Bldg Inspection Request For: 06/12/2009 Permit# CB073056 Inspector Assignment: MC --- Title: TRIESTE PL 1: PHS 6 -2448SF LV Description: 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: 1960 MARCASITE PL Lot 61 Phone: 7608818240 Inspector: ~ APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: Requested By: KTLE Entered By: JANEAN CD Description 19 Final Structural 'Jft. 15_o_m_m_e_n_t--------''--'-ll--------------~-c,m~ 29 39 49 Final Plumbing Final Electrical Final Mechanical -------------- Comments/Notices/Holds ------------- Associated PCRs/CVs Original PC# PC 06-35 Inspection History Date Description Act lnsp Comments 05/15/2009 39 Final Electrical PA PC EMR 03/25/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 03/25/2009 18 Exterior Lath/Drywall AP MC 03/25/2009 23 GasfTesURepairs AP MC 03/17/2009 16 Insulation AP MC 03/17/2009 27 Shower Pan/Roman Tubs AP MC 03/16/2009 84 Rough Combo AP MC PICK UP COMPLETE 03/16/2009 98 BMP Inspection PA MC ON GOING 03/13/2009 84 Rough Combo AP MC MINOR PICK UP 03/12/2009 84 Rough Combo co MC COMPLETE ALL TRADES 03/10/2009 84 Rough Combo NR MC 03/05/2009 13 Shear Panels/HD's AP MC 03/03/2009 13 Shear Panels/HD's PA MC DBL CK ENTRY HANGERS -------- m m City of Carlsbad Bldg Inspection Request For: 05/15/2009 Permit# CB073056 Inspector Assignment: MC --- Title: TRIESTE PL 1: PHS 6 -2448SF LV Description: 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Sub Type: SFD Type: RESDNTL Phone: 7604906092 Job Address: 1960 MARCASITE PL Suite: Lot: 61 Location: Inspector: OWNER WARMINGTON TRIESTE ASSOCIATES LP Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 39 Final Electrical Requested By: TODD Entered By: JANEAN }ft Comments t1L F1116- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsgection Hisle!),' Date Description Act lnsp Comments 0312512009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 0312512009 18 Exterior Lath/Drywall AP MC 03/2512009 23 Gas/TesURepairs AP MC 0311712009 16 Insulation AP MC 03/1712009 27 Shower Pan/Roman Tubs AP MC 03/1612009 84 Rough Combo AP MC PICK UP COMPLETE 0311612009 96 BMP Inspection PA MC ON GOING 0311312009 84 Rough Combo AP MC MINOR PICK UP 03/12/2009 84 Rough Combo co MC COMPLETE ALL TRADES 0311012009 84 Rough Combo NR MC 03/0512009 13 Shear Panels/HD's AP MC 03/03/2009 13 Shear Panels/HD's PA MC DBL CK ENTRY HANGERS 03102/2009 13 Shear Panels/HD's PA MC MINOR PICK UP 02/2512009 13 Shear Panels/HD's NR MC NO SUPERINTENDENT AVAILABLE 02/24/2009 13 Shear Panels/HD's NR MC PER CONTRACTOR AFTER STOP 02/2012009 13 Shear Panels/HD's NS PC 01/21/2009 15 Roof/Reroof AP MC 01/2012009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 11/1012008 11 Ftg/Foundation/Piers AP MC RECEIVED SOILS, PT & BLDG PLACEMTN REPORTS ~ City Of Carlsbad m Flnal BolldlRD IDSDBctlon Planning CMWD St Lite Fire Dept: Buildin Plan Check#: Permit#: Date: 05/14/2009 Permit Type: RESDNTL Project Name: Address: Contact Person: Sewer Dist: TRIESTE PL 1: PHS 6 -2448SF LV 474SF GAR/176SF DECK/173SF LOG/27SF PORCH 1960 MARCASITE PL Phone: LC Water Dist: CA Sub Type: SFD Lot: 61 "'"'" .. """"''" 0001 """ o, '"""'"",I I I"" 10,01 I"" .. , .. ootouooo,., .... I I fl'" I"""'"'"' U"" 1011 "'"'' II 1111111 H II 111 IOI .. ,""'"" Inspected Date ,,_,)isl oc, By: C 4,~4/'.-,•i'' Inspected: Approved: Disapproved: _J!o,_ , Inspected Date r/;1.,, /4-e. By: C!,,A Inspected: Approved: )(' Disapproved: __ j • Inspected Date By: Inspected: Approved: Disapproved: __ ... , ........ ,., ................................................................... ,,., .............................................. , ..... , ............... , Comments: _______________________________ _ .. HUNSAKER &ASSOCIATES S /\ N I• I I li 11, 1 N I. ENCiNH.iNc October 31 , 2008 Mll.vl'l!NI; I ',h0 MA~i.4--S lfE p1,... ?,e. o"? ~ 05 f:. IIIVINI: LOS o\Nr.FII! City of Carlsbad , "v"""'" 1635 Faraday Avenue ,ANl!Ol,(.lc rl b d CA 92008-7314 I\Hl/.llNA a s a ' Attention· Regarding: Reference: District Grading Inspector Civil Engineer's Certification of Final Grading Project: Drawing No: Lots La Costa Greens Neighborho :id 1.17 429-2C 50 through 63 Pursuant to Section 11 06.170 of the Carlsbad Municipal C )de, I hereby state in my professional opinion all work incorporated in the gradin1I and drainage plans. authorized under the grading permit to Include grading, dra nage and construction of appurtenant structures, has been constructl!d to the lines and grades in substantial conformance with the approved plans and any approved revisions thereto. I further state that the embankmenl and cut slopes as sho1o1 n on the approved grading plans have been placed at their proper line and grade. Respectfully submitted, /2 .0Ji,l'A, . Daniel P Smith L.S. 6854 '"" 11,,,.M,, Hunsaker & Associates San Diego, Inc. I.EX W!LLIMAN ALIM VIAU•ANIJ( I IJJ\N SMITH IMY Ml\lftlN r"J-1 ti CK f /\ 11 l~ '.1707 WJ!Jh•• ,;;t,l.'t:1 ,'i,111 11111:u, f;/\ 'I,! I :1 I (N\IIJ ~~lt-45011 l'H /111illl~~JL.J,ll•l I J( www.Hul'\),1h·rS0.1·• ,,n lolu~~,111~,1~1.'fSll.l:1111, LOO/LOO Ii') as Jossv pue Ja~esunH Dt5 ).1, II. IU1U7\100Jl\ll~O lluC• * ~ 0107 .!O~ 10/l 1/2008 '° )U AM PlPl8998981 xvi gp IZ BOOZ/OC/Ol P.O.' NO. ·-·---..:--'--.;;.c...------' ¥' PAGg, ,/ , OF ' • · E:] REINFORCED C0NCRETE · (J REiNF0RC~D MAsbNRY '' . ~C~()JCRETE 't STRE~ ,t: I ' . ,· 0 we'LDl~G • o· FIR6PROO~ING . 0 H.S. 80~TING □ ,. / ,~ . ~g~g~ O f L~Al CONSULTANTS ~~ 6960 FLANDERS DRIVE ■ SAN DIEGO, CALIFORNIA 92121-2974 ■ TEL 18581 558-6900 ■ FAX 18581 558-6159 Q, .e.. , ~ FO~~DA TION OBSERVATION REPORT PROJ~cr"NitE: 1i, (~l(!.faj ·V\fa,;t1:111de11 · {,rt PROJECTN0.04'qvs·52-zr; LOCATION : C,(), lfo bt, cl ; /" A '-\.) DA TE : --'-11-,...:./1..:..,~ /f-Lo..u..&: _____ _ FOUNDATION LOCATION (if not entire building) i a/ r (f ~ · {, 3 r _,, PLAN FIL~. NO. PERMIT NOS : ,· l<t ~L, C C1 CJ1-"}r,;,~ It. tr C.13o 1 3o 5<,, □ ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : ,, ' ~t, C Bo1::oc,r; □ CONVENTIONAL u£ C Bot J<J& I <,ussT ANTIAL CONFORMANCE j( POST-TENSIONED • PURPOSE Of OBSERVATION i;1" Verify soil conditions exposed are similar to those anticipated ~ Verify footing excavations extend to minimum depth recommended in soil report 0 Verify foundation reinforcement complies with minimum recommended in soil report O Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report jjcj' Verify footings have been extended to an appropriate bearing strata 0 Other • SOIL REPORT RECOMMENDATIONS BASED ON: O Expansion Condition □ VERY LOW / 0 LOW .,.12( MEDIUM 0 HIGH O VERY HIGH [if Fill Geometry --"1.....4.---------------------------------- ~ Other : ----4:=--IT+---:====------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS: li" Footing Depth : 0 12 Inches 00 18 Inches 0 24 Inches OTHER ____________ _ Footing Reinforcement: □ No.4 T&B □ 2-No.4 T&B □ 2-No.5 T&B □ Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement: 0 6x6-10/10 0 6x6-6/6 0 No.3@24Inches O No.3@18Inches O Post-Tensioned Slab Bedding Material and Thickness : ------------ Foundation Width : _...L/-"-:_:c.., _· _rJµ,u...l .t-OL-_ _,_r_:"::..,..l.:...l '-'"-( 1'-+f --:re>----+------------------- " t. ( •;, ... #'"" Vapor Barrier : '/r • OBSERVATIONS : Kl Substantial conformance with @ Substantial conformance with Soil Reports (see "Purpose of Observation.") ..... ,- Foundation Plans. Identify : ----'------'-----""--· --'---+--~---'-· .;..;• •::....:...~ '1 -t+-_... ( / J, 0 Other • COMMENTS : --------------------------------- .-. ( NOTE0T IS ASSUMED THAT All FOOTING EXCAVATIONS Will SE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT TH: SOIL MOISTURE CjONTENT Will SE MAINTAINED \::::/ ' '/I ... -. L ' I I ,_<1 (1/--J)f.•;,, •. i(_,, _ _,.V FIELD COPl~J O GEOCON REPRESENTATIVE ,. 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: 6 Project Location: 1960 Marcasite Place Architect: William Hezmalhalch Engineer: Martin Permit No: CB073056 Contractor: Warmington Homes Plan File No: Location In Structure: Lot: 61 At Front Entry 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 67 minutes 68 degrees F 286 JG 0879981 61 11/13/2008 11/14/2008 11/18/2008 4.00 12.57 54,330 4320 5 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0879982 0879983 11/13/2008 11/13/2008 11/14/2008 11/14/2008 12/11/2008 12/11/2008 4.00 4.00 12.57 12.57 78,020 81,630 6210 6500 28 Days 28 Days 4500 4500 1 2 4.50 I 77 degrees F 133739 CN DH 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; J -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. Woodard RCE # 60481