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HomeMy WebLinkAbout1955 MARCASITE PL; ; CB073063; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-26-2008 Residential Permit Permit No: CB073063 Job Address: Permit Type: Parcel No: Valuation: Building Inspection Request Line (760) 602-2725 1955 MARCASITE PL CBAD RESDNTL Sub Type: Lot#: 2132922100 $300,348.00 Construction Type: SFD 53 VN Status: Applied: Entered By: ISSUED 1211212007 JMA Occupancy Group: 06/26/2008 Reference#: CT 04-09 Plan Approved: # Dwelling Units: Structure Type: SFD Issued: 06/26/2008 Bedrooms: 4 Bathrooms: 4 Inspect Area: Project Tille: TRIESTE PL 3: PHS 6,-2742SF LV Orig PC#: 598SF GAR/162SF DECK/162SF LOGl70SF PORCH Plan Check#: PC 06-35 PC07-76 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. F~e Meter Fee SDCWAFee 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: $27,391.53 Total Payments To Date: $27,391.53 Balance Due: Inspector: M 1,,,,1,µ;.. Clearance: $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, reseivations, 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 pro_i<;cl. NOR DOES IT APPLY to any m City of Carlsbad Bldg Inspection Request For: 05/27/2009 Permit# CB073063 Inspector Assignment: MC --- Title: TRIESTE PL 3: PHS 6,-2742SF LV Description: 598SF GAR/162SF DECK/162SF LOG/70SF PORCH Type: RESDNTL Sub Type: SFD Phone: 7608818240 Job Address: 1955 MARCASITE PL Suite: Lot: 53 Inspector: tw\G-Location: ---'---- APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical ---------------·· Act .£_!__ I Comments Requested By: KYLE Entered By: CHRISTINE ~ f>\i..v -o-~s tsC -p"tv:n,W bl£. M -Mel'AL.4l--PlfW!a pr;;:o,t. 4-C J?Mla Ok., ed -------=+~lo~--------------_ __0,c ___ --- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns12ection Histo~ Date Description Act lnsp Comments 04/30/2009 39 Final Electrical AP MC EMR, OK TO RELEASE METER 02/17/2009 16 Insulation AP MC 02/17/2009 27 Shower Pan/Roman Tubs AP MC 02/17/2009 84 Rough Combo AP MC 02/12/2009 84 Rough Combo NR MC 02/11/2009 84 Rough Combo co MC COMPLETE ALL TRADES 02/09/2009 84 Rough Combo co MC PROVIDE PLUMB TEST 01/22/2009 13 Shear Panels/HD's AP PC 01/07/2009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 11/03/2008 11 Ftg/Foundation/Piers AP MC RECEIVED SOILS, PT & BLDG. 11/03/2008 12 Steel/Bond Beam WC MC REPLACEMENT REPORTS 11/03/2008 21 Underground/Under Floor WC MC 11/03/2008 31 Underground/Conduit-Wiring AP MC UFER GRND. OK City of Carlsbad Bldg Inspection Request For: 04/30/2009 Permit# CB073063 Inspector Assignment: MC --- Title: TRIESTE PL 3: PHS 6,-2742SF LV Description: 598SF GAR/162SF DECK/162SF LOG/70SF PORCH Sub Type: SFD Type: RESDNTL Phone: 7608818240 Job Address: 1955 MARCASITE PL Suite: Location: Lot: 53 Inspector: fvll, -~--- OWNER WARMINGTON TRIESTE ASSOCIATES LP Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD 39 Description Final Electrical Act Comments Requested By: KYLE Entered By: CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsi;1ection Histo!Y Date Description Act lnsp Comments 02/17/2009 16 Insulation AP MC 02/17/2009 27 Shower Pan/Roman Tubs AP MC 02/17/2009 84 Rough Combo AP MC 02/12/2009 84 Rough Combo NR MC 02/11/2009 84 Rough Combo co MC COMPLETE ALL TRADES 02/09/2009 84 Rough Combo co MC PROVIDE PLUMB TEST 01/22/2009 13 Shear Panels/HD's AP PC 01/07/2009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 11/03/2008 11 Ftg/Foundation/Piers AP MC RECEIVED SOILS, PT & BLDG. 11/03/2008 12 Steel/Bond Beam WC MC REPLACEMENT REPORTS 11/03/2008 21 Underground/Under Floor WC MC 11/03/2008 31 Underground/Conduit-Wiring AP MC UFER GRND. OK 10/24/2008 21 Underground/Under Floor AP MC waste only 10/24/2008 22 Sewer/Water Service AP MC water 10/22/2008 21 Underground/Under Floor CA MC PER CONTRACTOR 10/22/2008 22 Sewer/Water Service CA MC ' l'!ANNIN(; HUNSAKER &ASSOCIATES S I\ N I• I I lj 11, I r,i \. ENC'"''""c October 31 , 2008 S\!liVIYINI, ltNINI: tm ,,N~FI fS City of Carlsbad "v""""' 1635 Faraday Avenue '·'" ""'·'·' C rl b d CA 92008-7314 J\M!/.UNr\ a s a ' Attention· Regarding Reference: District Grading Inspector Civil Engineer's Certification of Final Grading Project: Drawing No: Lots La Costa Greens Neighborho :Jd 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 gradin11 and dra,nage plans, authorized under the grading permit to include grading, dra nage and construction of appurtenant structures, has been construct11d to the lines and grades in substantial conformance with the approved plans and any approved revisions thereto. I further state that the embankment and cut slopes as sho1,1 n on the approved grading plans have been placed at their proper line and grade. Respectfully submitted, a~.hl. Daniel P Smith L.S. 6854 , "v' .,,,MM'" Hunsaker & Associates San Diego, Inc, I.EX WllllMAN ALIM VIALl'ANIJ( J 1,l/\N SMITH 1.1'\YMAttrlN (1-ll!Clo.: (/\II 1: \1707 W.ll.Jh•, <;t,ccl ,'i,1111111•1:11, C/\ 'l,!l:'I (X'il1J J'.:itl-45tltl l'H 111•;111~~11-1,11-11·)( wwy.,.H111'1~,1~c:rSD ,·,1111 lnh1l°Ol·li 111~,llL-r~l).\:,1, 1, loonooli'l r.1!5 k., !I. \UTU"/17001!\fn~ ~Ill',• *V 010) 1ti~ 101,112oo&~l1JA1ri1 ~l~l8ss8,8L xv,,~ lo 800l/OC/O( .. 4 SOI,\ & 1ESTOfG, INC. i 74518 ·g . -~ I . .. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 ,._ 83-740 ClTRUS AVENUE, SUITE G, INDIO, C/\ 92201 •··Phone (760) 775-5983 Fax (7(,0) 775-8362. 0. f 2 .. n ' (, ~~, SCs&T ,FILE NO.·.__.,_..,....,(...,Q'""-1\,--.-..:· ..t-_____ ....__.L._ P.O. NO._·-------.---- C PL FIX PAGE OF FIELD INSPECTION REPORT FOR: 0 REINFQ_RCED MASONRY , 0 '«f:LDltl!G O FIREPROOFING 0 ROOFING/ WATERPROOFING MATERIAL ClASSIFICATION: OSA I hereby certify that I hove Inspected the above reported work In accordance with the requirements of OSA approved documents. sampling ooo tesffng were conducted In accordance wilt1 the requirements of 1he DSA_ approved gocurnents. Th~ :'<':'.ork-lr:ispec\ed complies with the DSA oppro\ted documents. l ~• · Yes: __ No: __ Inspector lntt10ls: o EPOxv'ANCHORS O H.S. BOLTING o --- 0SAAPP. NO.: OEOCON Q ·Qr. 1 · I NC 0 RPO RATE D GEOTECHNICAL CONSULTANTS 6 6960 FLANDERS DRIVE ■ SAN DIEGO, CALIFORNIA 92121-297 4 ■ TEL (858) 558-6900 ■ FAX (858) .. 558-6159 - FOUNDATION OBSERVATION REPORT PROJECT NAME : 1l( Grt tr]) • l.,_L fJ'ld. ·~" · }, I 1 LOCATION : [n,l,.~d (A V , I FOUNDATION LOCATION (if not entire bu ii din ) / ls 5 0 ... t; 3 PROJECT NO. 9k "/l 2 -2 Z · z e, DATE : Jt/31/o~ g I' PLAN FILE NO. PERMIT NOS : L,t ~" r 0 ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : fl. ' 0 CONVENTIONAL j? POST-TENSIONED 33 ~ SUBSTANTIAL CONFORMANCE . • PURPOSE OF OBSERVATION ~ Verify soil conditions exposed are similar to those anticipated F/ Verify footing excavations extend to minimum depth recommended in soil report D Verify foundation reinforcement complies with minimum recommended in soil report D Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report '9 Verify footings have been extended to an appropriate bearing strata D Other ------------------------------------- • APPLICABLE SOIL REPORT : TITLE : t}.J~k. Gtof ,,~. '"\ ~rrr 1 ).Ii 1. J L. Cask --ru.e. 1. •1 c.,b}vxd cL 1 DATE : \ I 1 ~ • SOIL REPORT RECOMMEND A TION\~fSED ON : r"i. LJ~ SH~ it' Expansion Condition ~VERY f.6\N □ LOW L/" MEDIUM □ HIGH ~ Fill Geometry L,~ £~ · L-u~ 1 /,ph £ I-5:i G"L ~Other ~ Lf>!: Eil -CAT I . [,J l>l--caJ:I[ -1.J G1 11rA 5'2, C.AI J[ □ VERY HIGH • MINIMUM FOUNDATION RECOMMENDATIONS : Li Footing Depth : &' 12 hi~hh ~ 18 ~t~Js P3i 24 ~n~iis OTHER __________ _ Footing Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&B D Post-Tensioned OTHER: _____ _ Interior Slab Reinforcement : D 6x6-10/10 □ 6x6-6/6 □ No.3@24lnches D No.3@18lnches D Post-Tensioned Slab Bedding Material and Thickness : ____________ Vapor Barrier : Foundation Width : J.2' M;l<l £:.ul!l\l,~,,_s 7 :2Li'. ;-~ f'SrzJJe tj 5,1rt2*Gi • FsERVATIONS : Substantial conformance with Soil Reports (see "Purpose of Substantial conformance with Foundation Plans. Identify : ~--+---1~.,.,_,__.;'-¥--:::v"--....YP~------- J.r Q. ✓- D Other • COMMENTS: ---------------------------------- F!:I CltJ GI C1rl1b1d i13 Flnal Bulldlna lnspeellon M;, y l ,;, 2" o Dept: Building Engineering Planning CMWD St Lite Fire Plan Check #: Date: 05/14/2009 Permit#: PC07-76 CB073063 Permit Type: RESDNTL Project Name: Address: Contact Person: Sewer Dist: TRIESTE PL 3: PHS 6,-2742SF LV 598SF GAR/162SF DECK/162SF LOG/70SF PORCH 1955 MARCASITE PL Phone: LC Water Dist: CA Date Sub Type: SFD Lot: 53 Inspected ~ i 5°)Dc;; By: ~ Inspected: Approved: Disapproved: ~ I Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Comments: _____________________________ _ !! SOIL I!. TESTING. INC z er 0 ~-,f. (.) 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 z c:: w :x: .... :::, 0 u, 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: 1955 Marcasite Place Architect: n/ a Engineer: Permit No: CB073063 Contractor: Davidson Reinforcing Warmington Plan File No: Location In Structure: Lot: 53 SW Quad Material Supplier: Superior Mix Designation: 375p Admixture(s): n/a Time In Mixer: Air Content: (ASTM Cl 73/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 75 minutes 65 degrees F 033 MJB 0879640 LOT53 11/6/2008 11/7/2008 11/17/2008 4.00 12.57 52,640 4190 11 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0879641 0879642 11/6/2008 11/6/2008 11/7/2008 11/7/2008 12/4/2008 12/4/2008 4.00 4.00 12.57 12.57 82,840 80,930 6590 6440 28 Days 28 Days 4500 4500 1 2 5.00 I 74 degrees F 62948 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 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.lWoodard RCE # 60481