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Home My WebLink About1975 MARCASITE PL; ; CB073037; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-17-2008 Residential Permit Permit No: CB073037 Job Address: Permit Type: Parcel No: Valuation: Building Inspection Request Line (760) 602-2725 1975 MARCASITE PL CBAD RESDNTL Sub Type: Lot#: 2132912000 $276,432.00 Construction Type: SFD 48 VN Status: Applied: Entered By: ISSUED 12/11/2007 JMA Occupancy Group: 04/17/2008 Reference#: CT 04-09 Plan Approved: # Dwelling Units: 1 Structure Type: SFD Issued: 04/17/2008 Bedrooms: 3 Bathrooms: 2 Inspect Area: TRIESTE PL 1: PHS 5 -2448SF LV Orig PC#: PC 06-35 Project Title: 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Plan Check#: PC 07-75 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 $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 Owner: WARMINGTON TRIESTE ASSOCIATES LP C/O WARMINGTON HOMES CALIFORNIA 3090 PULLMAN ST #A 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 Balance Due: $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 Inspector: ylA. ~ FINAL APP~VAL Date: 11-/ 0 <>~ Clearance: \:Z.:S-Oi, NOTICE: Please take NOTICE that approval of your project includes the 'Imposition' of fees, dedications, reservations, c:r 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 irJormation with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar -!lny 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 Ii r vi I City of Carlsbad Bldg Inspection Request For: 12/08/2008 Permit# CB073037 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: 1975 MARCASITE PL Suite: Location: Lot: 48 Inspector: _ __,M,..__~ __ APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES L P Remarks: Total Time: CD Description 19 Final Structural 29 39 Final Plumbing Final Electrical 49 Final Mechanical Act Comments Requested By: KYLE Entered By: JANEAN Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsgection Histor~ Date Description Act lnsp Comments 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 08/19/2008 17 Interior Lath/Drywall PA MC DRYWALL ONLY 08/19/2008 18 Exterior Lath/Drywall AP MC 08/19/2008 23 Gas/Test/Repairs AP MC 08/12/2008 16 Insulation AP MC 08/07/2008 84 Rough Combo AP MC 07/25/2008 13 Shear Panels/HD's AP PD 07/21/2008 13 Shear Panels/HD's PA MC COMPLETE NAIL PLATES 06/27/2008 15 Roof/Reroof AP PC 05/27/2008 81 Underground Combo AP MC RECEIVED SOILS, PT & BLDG PLACEMENT REPORTS 05/23/2008 81 Underground Combo NS MC ROLL TO 5-27 City of Carlsbad Bldg Inspection Request For: 10/24/2008 Permit# CB073037 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: 1975 MARCASITE PL Suite: Location: Lot: 48 Inspector: _.._M~l __ APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES L P Remarks: Total Time: CD 39 Description Final Electrical Act Comments Requested By: KYLE Entered By: JANEAN Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsgection Histo[Y Date Description Act lnsp Comments 10/22/2008 39 Final Electrical CA MC PER CONTRACTOR 09/05/2008 17 Interior Lath/Drywall AP PC 08/19/2008 17 Interior Lath/Drywall PA MC DRYWALL ONLY 08/19/2008 18 Exterior Lath/Drywall AP MC 08/19/2008 23 Gas/TesVRepairs AP MC 08/12/2008 16 Insulation AP MC 08/07/2008 84 Rough Combo AP MC 07/25/2008 13 Shear Panels/HD's AP PD 07/21/2008 13 Shear Panels/HD's PA MC COMPLETE NAIL PLATES 06/27/2008 15 Roof/Reroof AP PC 05/27/2008 81 Underground Combo AP MC RECEIVED SOILS, PT & BLDG PLACEMENT REPORTS 05/23/2008 81 Underground Combo NS MC ROLL TO 5-27 05/14/2008 21 Underground/Under Floor AP MC 05/14/2008 22 Sewer/Water Service AP MC 05/13/2008 21 Underground/Under Floor NR MC PER CONTRACTOR AFTER STOP 05/12/2008 21 Underground/Under Floor PA MC WASTE ONLY 05/12/2008 22 Sewer/Water Service NR MC ~ CltJ DI Clrllbld m FIIII Bulldlng IDSPICIIDD ~--- 0EC -1 2008 Dept: Building lanning CMWD St Lite Fire Plan Check#: Permit#: Project Name: Address: Contact Person: Sewer Dist: P 07-75 CB073037 TRIESTE PL 1: PHS 5 -2448SF LV 474SF GAR/176SF DECK/173SF LOG/27SF PORCH 1975 MARCASITE PL Phone: LC Water Dist: CA Date: 11/26/2008 Permit Type: RESDNTL Sub Type: SFD Lot: 48 ·························································································································································· Inspected ~~ Date H {1~-l c!> b k By: ~ d ~ Inspected : Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Comments: _____________________________ _ . , GEOCON \-0 0 . . GEO;EtHNICAL CONSULTANTS ~; , J,NCORPORATED ■ SAN DIEGO, CALIFORNIA 92121-297 4 ■ TEL 1858) 558-6900 ■ FAX 1858) 558-6159 -6960 FLANDERS DRIVE FOUNDATION OBSERVATION REPORT PROJECT NAME : --'-7_ ..... _~;c..._C:=--'--=,z"""e:.=-·"'=-:: ,._...,--=:._· __._W--'--"':,:__:"-=-~c;:::_.:...• ·,=.,,_,_ . .:...· ...:...-..::0:...· V-..,.__ ___ _ PROJECT NO. owih-,3 -S-;_ -21.. LOCATION : --~L-"_;_\ __ '-/--'-5_-__;'-f'---'-1_,;-=~-'-..___I ...;::.j -=t_S'"=------DATE : __ s;_-_2 _1._-_"'_S' ____ _ FOUNDATION LOCATION (if not entire building) PLAN FILE NO. PERMIT NOS : '1.5 ', <.. 1,10 1 } ,, ~ (,, FOUNDATION TYPE : 0 ;,dNVENTIONAL Q' POST-TENSIONED "/lo: -r-~o~/'-t ~-7.' 7 3c,'4 D 1/~·. 73¢~ 7 'ft 730 '! f □ ADDITIONAL OBSERVATION REQUIRED ~BST ANTIAL CONFORMANCE • PURPOSE OF OBSERVATION ~erify soil conditions exposed are similar to those anticipated ~erify footing excavations extend to minimum depth recommended in soil repor.-t --....__ ______ __ D Verify foundation reinforcement complies With minimum recommended in soil report D ~rify slab reinforcement, sand bedding and moisture barrier comply with minimum.recommended in soil report ifverify footings have been extended to an appropriate bearing strata D Other -------------------------------------- • APPLICABLE SOIL REPORT : TITLE : _'-....J=-P_o_4_--,_~_--=G=c:'-~-..--____,""'.....,c""". "=-· --'(2,,.--"-'_-,'--'-. -=-''---'V._, .... -'--'-. __,9"'--t::..---=L..='---'~--==c.:..c-s:c..-._·~=---- -r;, ~ G (i'(:'Fc,iS, /. /7 • SOl~EPORT RECOMMENDATIONS BASED ON: Q"Expansion Condition D VERY LOW Ga"Fill Geometry \J l / c ' '--'-- □ Other : C • / · 1-/.6-i 7 ~ T--C[_. • MINIMUM FOUNDATION RECOMMENDATIONS : '-·15 .. @"~EDIUM 6 ··/ -1., 5 I DATE: □ HIGH □ VERY HIGH ,/'_ c;..ir ::i:::. ~/. v:\T :re (21 Footing Depth : 5r12 inches Lid'~ Inches □ 24 Inches OTHER ____________ _ 15 Footing Reinforcement: □ No.4 T&B □ 2-No.4 T&B □ 2-No.5 T&B Gr'Post-Tensioned OTHER: _____ _ Interior Slab Reinforcement : □ 6x6-10/10 □ 6x6-6/6 □ No.3@24Inches D No.3@18Inches C3"'Post-Tensioned Slab Bedding Material and Thickness : ____________ Vapor Barrier : Foundation Width : 1 -Z ·' ,.,... ,-J • OBSERVATIONS : [¥Substantial conformance with Soil Reports (see "Purpose of Observation") ,,., Q-""~bstantial conformance with Foundation Plans. Identify : --'''---r __ ,~_, .. _,_~_·:i __ f3_,_,__l_-'L'-. -_A_~_,,_;-_,._n_.J _____ _ J:t=.. 2....00-5 • COMM~--------------------------------- <:·· ·-' ..... ---···----/1 ---------------------------------------- I . 1•--·-TE: IT IS ASSUMED THAT All FOOTING EXCAVATIONS Will BE OEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED l:f-· s s· 2-.. FIELD COPIES TO GEOCON REPRESENTATIVE . ; /'/HT• Jb. i:::;1::11::1ts -:,; 'f:>HJ'I WHKl'lll'll:, I UN-=:>HJ'i LJll:.l:JV PLANNING ENCINEERINC SURVEYING HUNSAKER &ASSOCIATES S A. N O I t. C 0. I N ('., IRVINE LOS ANGELES May 14, 2008 RIVERSIDE SAN DIECO ARIZONA 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-DSA Drawing No. 429-2C Lots 45 through 49 and 64 through 71 Dear City Inspector: NU.bl1f Please be advised the building foundation forms ;ire 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. 0/\VEHAMMAR LEX WllLIM/\N ALIS/\ VIALPANDO DAN 51,\ITH RAY MARTIN CHUCl(C/\.TER !>,o, w.aplu S1te-1!1 S,iriDic•~n,CA 92121 1/ViRl !i!ifl.-,l;iOO 1111 11\~nl 5!ill-1-114 F )( www.Huns.1lct!rSD.com hl(n@HU1tMk,rSO.com Sincerely, a.~ Daniel P. Smith L.S. 6854 Hunsaker & Associates San Diego, Inc. Tk ~( ~.\01D~00~'oll OOG• -~ ~IOf·JIII .11412001 10 fl A.M .FIX PAGE / D REINFORCED MASONRY ['.) 'WELDING D FIREPROOFING ,, '' ','f ~ Rl ,c<?~CRE:e i srRES~\-,, O ~POXV.ANCH,ORS D H.s, BOLTING I .'':' ,DSA FILE NO,:'· ' ' ·; ' ··,0\ \,. I•. / l! .f QSAAPP. NO.: PlAN FILE NO,: ~, 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: 775 Ma[casite Place Architect: n/a Engineer: Contractor: Davidson Reinforcing Warmington Permit No: Plan File No: Location In Structure: Lot: 48 Slab on Grade -Northwest Quad Material Supplier: Superior Mix Designation: 375p Admixture(s): n/a 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 l oad, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type 84 mintues 70 degrees F 672 CEN 0870529 LOT #48 5/28/2008 5/29/2008 6/2/2008 4.00 12.57 56670 4510 5 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0870530 0870531 5/28/2008 5/28/2008 5/29/2008 5/29/2008 6/25/2008 6/25/2008 4.00 4.00 12.57 12.57 81490 83840 6490 6670 28 Days 28 Days 4500 4500 1 1 CB073037 4.00 I 72 degrees F 116774 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; 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 ca ps); 6 -Similar to type 5 but end of cylinder is pointed. Distribution: (1) City of Carlsbad -Building Inspection Department (1) Warmington Homes California Reviewed By : / _,,, --------,-- ,----I Gordon T.M. Woodard RCE # 60481