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Home My WebLink About1990 MARCASITE PL; ; CB073047; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-17-2008 Residential Permit Permit No: CB073047 Building Inspection Request Line (760) 602-2725 Job Address: 1990 MARCASITE PL CBAD Permit Type: RESDNTL Sub Type: Parcel No: 2132913300 Lot#: Valuation: $300,348.00 Construction Type: SFD 69 VN Status: Applied: Entered By: ISSUED 12/11/2007 JMA Occupancy Group: 04/17/2008 Reference #: CT 04-09 Plan Approved: # Dwelling Units: Structure Type: SFD Issued: 04/17/2008 Bedrooms: 4 Bathrooms: 4 Inspect Area: Project Title: TRIESTE PL 3: PHS 5 -2742SF LV Orig PC#: 598SF GAR/162SF DECK/162SF LOG/70SF PORCH Plan Check#: PC 06-35 PC07-75 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 $1,271.61 $0.00 $826.55 $0.00 ($66.12) $30.03 $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/0 WARMINGTON HOMES CALIFORNIA 3090 PULLMAN ST #A COSTA MESA CA 92626 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (310554_1) 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: $27,3g1.53 Total Payments To Date: $27,391.53 Balance Due: FINAL APPROVAL Inspector: Date: Clearance: \1 z , \ a:;.i I $0.00 $225.00 $7,188.00 $3,618.63 $5,466.33 $0.00 $0.00 $0.00 $750.00 $0.00 $0.00 $252.00 $60.00 $67.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27,391.53 $0.00 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 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 J3ny 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 x i n fw i h lim' 11 i I City of Carlsbad Bldg Inspection Request For: 01/21/2009 Permit# CB073047 Inspector Assignment: MC --- Title: TRIESTE PL 3: PHS 5 -2742SF LV Description: 598SF GAR/162SF DECK/162SF LOG/70SF PORCH Sub Type: SFD Type: RESDNTL Phone: 7604271926 Job Address: 1990 MARCASITE PL Suite: Lot: 69 Location: Inspector: (vtL -~--- 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 n * Comments Requested By: KYLE Entered By: CW Pkf"~t> :lclU..-'t"A-"6 Af" :f'."l><TUIZBS •IL.. Nt,t-l-M""'.'t" Al-UC f'\\?J,,,Ua ~ A,,f" Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns12ection HistO!}'. Date Description Act lnsp Comments 01/07/2009 89 Final Combo NR MC PER CONTRACTOR AFTER STOP 10/28/2008 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE METER 09/05/2008 82 Drywall/Ext Lath/Gas Test AP PC 08/29/2008 16 Insulation AP MC 08/27/2008 84 Rough Combo AP MC MINOR PICK UP 08/22/2008 84 Rough Combo co PC COMPLETE ALL TRADES -COMPLETE LA TH 08/04/2008 13 Shear Panels/HD's AP MC OK TO WRAP 07/11/2008 15 Roof/Reroof AP MC 05/29/2008 81 Underground Combo AP MC RECEIVED SOILS, PT & BLDG PLACEMENT REPORTS, UFER GRND OK 05/19/2008 21 Underground/Under Floor AP MC BACK FLOW PREVENTER 05/19/2008 22 Sewer/Water Service AP MC Chi Of Carlsbad ~ ·; Flnal B1Hdln1 11111cuon ~ ~·-.. Dept: B_uikl Plan Check#: Permit #: Project Name: Address: Contact Person: Sewer Dist: lanning CMWD St Lite Fire CB073047 TRIESTE PL 3: PHS 5 -2742SF LV 598SF GAR/162SF DECK/162SF LOG/?0SF PORCH 1990 MARCASITE PL Phone: LC Water Dist: CA Date: Permit Type: Sub Type: Lot: 69 DEC -1 2008 I _ 11/26/2008 RESDNTL SFD .......................................................................................................................................................... Inspected ~~ Date 11/u;/46 By: &~ Inspected: Approved: x Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ .......................................................................................................................................................... , 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) 77 5-5983 Concrete (4x8) Compressive Strength Test Report FileNumber: 0612215 Project Title: Trieste at La Costa Greens PTCC Phase: 5 Project Location: l 990 Marca site P lace Architect: n/a Engineer: WM Hazmalhalch Permit No: CB07-3047 Contractor: Warmington Plan File No: Location In Structure: Lot: 69 Northwest Corner 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 60 minutes 70 degrees F 481 LR 0870705 LOT 69 5/30/2008 6/2/2008 6/6/2008 4.00 12.57 53890 4290 7 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0870706 0870707 5/30/2008 5/30/2008 6/2/2008 6/2/2008 6/27/2008 6/27/2008 4.00 4.00 12.57 12.57 80050 79950 6370 6360 28 Days 28 Days 4500 4500 1 2 4.00 I 76 degrees F 56048 GEN 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 Reviewed By: / ______.::----~ -----(1) Warmington Homes California Gordon T.M. Woodard RCE # 60481 GEOCON Q __ Q ·-- < I NC]ORPO R ·ATED GEOTECHNIC~tCONSULTANTS ~~ 6 <T6f) FLANDERS DRIVE ■ SAN DIEGO , CALIFORNIA 92121·297 4 ■ TEL 1858) 558·6900 ■ FAX 1858) 558·6159 • FOUNDATION OBSERVATION REPORT PROJECT NAME : Tc, e. G.::.(! f:~ s. -W .,,_.c.r-,, , "'i , r -, .-J LOCATION : l ,,r ~ l l, -1/1 , FOUNDATION LOCATION (if not entire building) PLAN FILE NO. FOUNDATION TYPE : 0 faONVENTIONAL [3" POST· TENSIONED '¥ I -~ ,_A.-.. PROJECT NO. o c,. ~1° 3 -SZ · .c...i.o DATE : __ .s_· _2 _2_-_o_<s ____ _ 0 ADDITIONAL OBSERVATION REQUIRED ~SST ANTIAL CONFORMANCE -. • PURPOSE OF OBSERVATION \-', ',O M D,.fZ GA,.~ l$ Fl-, ~y erify soil conditions exposed are similar to those anticipated ct' Verify footing excavations extend to minimum depth recommended in soil report D Verify foundation reinforcement complies with minimum recommended in soil report D ~fy slab reinforcement, sand bedding and moisture barrier comply with minimum -recommended in soil report o'\,erify footings have been extended to an appropriate bearing strata D Other • APPLICABLE SOIL REPORT : \ __ ,-~...,~•--6~--t..~e~a~,_,_..s. __ ~1_-_1~7 ___________________ DATE : _____ _ TITLE : -~(,,,.~'-·-' -~--"~·-•~_L,_1_~;_,,_1-_, ... _• __ f..._•'r _T_--+-_v_. ~ ____ L_-·'-__ L._-_· _r 4=~-- • SOIL REPORT RECOMMENDATIONS BASED ON: cri'xpansion Condition D VERY LOW -/ ... < I,=.'' IY'Fill Geometry ------------------------------------ 0 LOW ~EDIUM 0 HIGH 0 VERY HIGH □ Other : ____ ___;;l,,'--"'L'-----=t..,_e, ____ c:,,,,. __ -r_~,LL-===----1-/---G. __ '1 __ -_C....;::__-r_-'--_J.__'----------- • MINIMUM FOUNDAT~ON ECOMMENDATIONS :_ .....,.,., ~L c..,,,..r .J.l.-,_ 'I D Footing Depth : 12 Inches ~1:'5'~Inches D 24 Inches OTH§.!3 1-, -:.. 2-'-' >-t '" 2. 3 Footing Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&B c:YPost-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/10 D 6x6-6/6 D No.3@24Inches D No.3@18Inches .£1 Post-Tensioned Slab Bedding Material and Thickness : ____________ Vapor Barrier : Foundation Width : 'Z ,_ ' ,_,, • OBSffivATIONS: d's~bstantial conformance with Soil Reports (see "Purpose of Observation") ~stantial conformance with Foundation Plans. Identify : '"'>;-~ r:~·-) ..1o--, Q,,.__ . ....,-5 ... ....J ~ 2~,.3 0 Other • COMMENTS : ---------------------------------- NOTE : IT IS ASSUMED THAT All FOOTING EXCAVATIONS Will SE QEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOil MOISTURE CONTENT Will SE MAINTAINED -r7~ cc_--:i-t:5 #= .5:;-2- v FIELD COPIES TO GEOCoN REPRESENTATIVE PI.ANNINC ENCtNEERINC SURVEYING WH~MlNGfON-SAN DIEGO HUNSAKER &ASSOCIATES S A. N O I t C 0. l N r. NO.507 P.2/2. IIMNE LOSANGEL£l May 14, 2008 RIVERSIDE SAN OIECO Al:.IZONA DAVE HAMMAR LEX WJlllMAN ALIS/\ VIALPANDO DAN SMITH RAY MAfCTIN CHUC~ CATER !)'07 WOiples Sltc!tl SMI Oic•in, CA 92121 HVil\l 5!in...4JIIQ l'H (MIU 55ff-1414 FX www.t;uns:tlccrSO.a,rn 11ifn@Hu"~1kl'fSO.cnm 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 04-0BA Drawing No. 429-2C Lots 45 through 49 and 64 through 71 Dear City Inspector: Please be advised the building foundation forms iire in conformance with the precise grading plans as to horizontal and vertical location. All locations checked were found to be within O 1 of a foot horizontally and vertically per the precise grading plans. Sincerely, o,(b Sm~ Ls 68'< Hunsaker & Associates San Diego, Inc. TK ~I ~.~1C7~011~'clll dOG• \lrO a107·JOI •114120111 IP U "-"' 0 H .. s. BOlTJNG 0$.1\APP. NO.: