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Home My WebLink About1939 MARCASITE PL; ; CB073055; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-26-2008 Residential Permit Permit No: CB073055 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: 1939 MARCASITE PL CBAD RESDNTL Sub Type: Lot#: 2132922500 $276,432.00 Construction Type: SFD 57 VN CT04-09 Status: Applied: Entered By: ISSUED 12/12/2007 JMA Occupancy Group: 06/26/2008 Reference #: Plan Approved: # Dwelling Units: Structure Type: SFD fssued: 06/26/2008 Bedrooms: 3 Bathrooms: 2 Inspect Area: Project Title: TRIESTE PL 1: PHS 6 -2448SF LV Orig PC#: PC 06-35 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Plan Ciaeck#: PC 07-76 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 $1,190.97 $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/0 WARMINGTON HOMES CALIFORNIA 3090 PULLMAN ST #A 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: FINAL Date: LI 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 "Imposition· of fees, dedications, reservations, Or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this pem,it 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 ba: r:iny 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 c:nd sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this projt.,ct. NOR DOES IT APPLY to any City of Carlsbad Bldg Inspection Request For: 06/12/2009 Permit# CB073055 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: 1939 MARCASITE PL Suite: Lot 57 Location: APPLICANT WARMINGTON HOMES Phone: 7608818240 Inspector: L Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: CORRECTION Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical ~omment t Requested By: KTLE Entered By: JANEAN Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns12ection History Date Description Act lnsp Comments 06/08/2009 89 Final Combo PA MC OK TO RELEASE GAS -DBL CK KITCHEN RANGE HOOD 05/27/2009 89 Final Combo co MC COMPLETE ALL WORK 05/07/2009 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE METER 03/09/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 03/09/2009 18 Exterior Lath/Drywall AP MC 03/09/2009 23 Gas/Test/Repairs AP MC 03/06/2009 82 Drywall/Ext Lath/Gas Test co PC NO ONE ON SITE 03/02/2009 16 Insulation AP MC 02/26/2009 16 Insulation CA MC PER CONTRACTOR PHONE CALL 02/24/2009 27 Shower Pan/Roman Tubs AP MC 02/24/2009 84 Rough Combo AP MC 02/20/2009 84 Rough Combo co PC SEE LIST ON SITE 02/11/2009 13 Shear Panels/HD's AP MC City of Carlsbad Bldg Inspection Request For: 05/07/2009 Permit# CB073055 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: 7608818240 Job Address: 1939 MARCASITE PL Suite: Lot: 57 Inspector: tvl,t, Location: -~--- APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 39 Final Electrical Act Comments Requested By: KYLE Entered By: JANEAN ~ _.i::e..M,.r:_,._!Z.~~c,~,--1.~· i-;~:--('41 _.:D~~~:1-tc~~tz~c::'!,,, ,;.E:::,~14~:S~=-~- t,1f:;.'!:F9 ____ _ --------. ------- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsgection Histo!}' Date Description Act lnsp Comments 03/09/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 03/09/2009 18 Exterior Lath/Drywall AP MC 03/09/2009 23 Gas/fest/Repairs AP MC 03/06/2009 82 Drywall/Ext Lath/Gas Test co PC NO ONE ON SITE 03/02/2009 16 Insulation AP MC 02/26/2009 16 Insulation CA MC PER CONTRACTOR PHONE CALL 02/24/2009 27 Shower Pan/Roman Tubs AP MC 02/24/2009 84 Rough Combo AP MC 02/20/2009 84 Rough Combo co PC SEE LIST ON SITE 02/11/2009 13 Shear Panels/HD's AP MC 02/09/2009 13 Shear Panels/HD's NR MC 02/02/2009 13 Shear Panels/HD's NR MC COMPLETE ALL TRADES 01/26/2009 13 Shear Panels/HD's NR MC 01/14/2009 15 Roof/Reroof AP MC 11/05/2008 81 Underground Combo AP RB 10/27/2008 21 Underground/Under Floor AP MC WASTE ONLY 10/27/2008 22 Sewer/Water Service AP MC • "'Ji• CltV DI Carlsbad ~ ·; Flnal Bulldlng Inspection .... ..,,//""' . Dept: Building Engineering Planning CMWD St Lite Fire Plan Check#: Permit#: Project Name: Address: Contact Person: Sewer Dist: PC 07-76 CB073055 TRIESTE PL 1: PHS 6 -2448SF LV 474SF GAR/176SF DEC-K/173SF LOG/27SF PORCH 1939 MARCASITE PL Phone: LC Water Dist: CA Lot: Date: 05/14/2009 Permit Type: RESDNTL Sub Type: SFD 57 ························ ........... ' '' .... ' ············· ······················ .......... , ....... , ······················· ................................ .. Inspected Date s-k~/09 By: c., ~t.,,-;,_ Inspected: Approved: Disapproved: ~ Inspected Date sii,ik1 By: (1 Inspected: Approved: X Disapproved: __ I 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)775-5983 Concrete (4x8) Compressive Strength Test Report File Number: 0612215 Project Title: Trieste at La Costa Greens PTCC Phase: 6 Project Location: 1939 Marcasite Place Architect: William Hezmalhalch Engineer: Permit No: Contractor: Davidson Reinforcing Warmington Plan File No: CB073055 Carlsbad Location In Structure: Lot: 57 Left Front Slab on Grade 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 Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type 60 minutes 78 degrees F 673 JB 0879676 LOT57 11/7/2008 11/8/2008 11/17/2008 4.00 12.57 57,300 4560 10 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0879677 0879678 11/7/2008 11/7/2008 11/8/2008 11/8/2008 12/5/2008 12/5/2008 4.00 4.00 12.57 12.57 76,910 77,010 6120 6130 28 Days 28 Days 4500 4500 1 2 5.00 I 79 degrees F 133201 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 or cylinder is pointed. Distribution: (1) City of Carlsbad -Building Inspection Department (1) Warmington Homes California Reviewed By: ~~ z • Gordon T.M. Wobdard RCE # 60481 1'11\NNIN(i HUNSAKER &ASSOCIATES S /\ N I• t I Ii ii, I N '. ENCiNH<1NC October 31 , 2008 ~\JI.VI YIN!; lltVINt Lm ,,No, '5 Cit of Carlsbad . "v"""'" 16~5 Faraday Avenue '·""'"·'·'c I b d CA 92008-7314 l\u.,~(.JNA ar s a , Attention· Regarding. Reference: District Grading Inspector Civil Engineer's Certification of Final Grading Project Drawing No: Lots La Costa Greens Neighborho :ld 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 construct, ,d 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 sho-., n on the approved grading plans have been placed at their proper line and grade. Respectfully submitted, aG?l'A,. Daniel P. Smith LS. 6854 ,,,vc11,1MM011 Hunsaker & Associates San Diego, Inc. I.EX WILUMAN ALIM VIALl'ANIJU IJAN SMf111 111\V MA~'UN r:t•HJC!< fl\111~ ~1707 WJ1Jl1•" %1.:1.·1 ,,;,111 I )1q;11, t:A 'J,! I:• I (.ll'iltJ JJ!l--4500 l'H (lllill]~~/1-l•ll·ll·l( www.Hun~.ikcrSO .,·, 1111 l11h,Ol·h111,,1~l-r~I ).,:1111, LOO/LOO Ii'! as Joss~ pue Ja~esunH 1715 h " 1t11u·1111111.,1t}Ml ~ur.• * ~ 0101 JoM 1om12ooe ",u ""' '' IOIL ·& ,TISTING. ING, " v~ ';ii, < .~•·i C PL NC FIX FIELD INSPECTION REPORT FOR:. 0 REINF'ORCED CONCRETE, [] REINFQRCED MASONRY . 0: \VELQING 1 □ ROQ~ING ~ WAl~RPflOOFING '$f ~/ CONCRETE ;·sm~ d EP~XY ~CHO;S ' 0SAFR.E NO.\' TIME OEPARTE,O: '-I' ··• 0 ' i)· 1 ,if' I :I. >I 'Y., h,.,. di' I ' : ·uac I het'eby certify that l have lnspecfed the bbove reported work. 'Unless noted othe,wjse, the wor1\ Inspected ls to the besl of my l(nOwledge In compnonce w1th the oppr6ved plans. specifications and opplleoble sections of the governing building lows. lnspec)Gr tnlttolS -~'-4Yt,1!> " . ' "· ' ~'. ·~ \:'~' I ~~~~=-=--~~~~~-'-'-.:-:-_,. , RE~a DSA I hereby certify !hot I hove Inspected the obOVe reported work In accordance with the requirements of DSA approved documents. sampling and testtng were conducted In accordance wl1h the requlremen~,of the DSA approved docum0Qts, lhe work lnsi,ect.ed ·,. complleswtth,the DS/1.oppraveci documents(· : •: .,1:.;~'f '. ·1. '· ,.,.{ .. ,, .. , Yes: __ No: ___ ln~peotor Initials: 11 -.5-ae nDf.lE,. ' · · • ' ' -GEOCON 0, INCORP O RAT ED 0 .. GEOTECHNICAL CONSULTANTS ~~ 6960 FLANDERS DRIVE ■ SAN DIEGO, CALIFORNIA 9 2121·297 4 ■ TEL (858) 558-6900 ■ FAX (858) 558-6159 • FOUNDATION OBSERVATION REPORT f '• PROJECT NAME ,.jj,~ !Al"~"" -/./1 PROJECT NO. otqg3 -Gz. ~ z t.t, DATE : JJ/5/o g' LOCATION : ~L ..... t-=.M.__..l-4._d-,-.----h....,.,,....A--~--=----------- FOUNDATION LOCATION (if not entire building) _..,_l-4,...,J~s~5_,_l.i../..-__,,S~".\..L-__________________ _ PLAN FILE NO. PERMIT NOS: l, f G4 Pu ... ,t..., C.6'11 ,c; ~ 5!, ( 13 fJ1 "30 ,~ 0 ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : % ; co 0130~~ 0 CONVENTIONAL n ce. a '!lo? Ji(' SUBSTANTIAL CONFORMANCE jl!' POST-TENSIONED st ,/ ,a (J 34 l 'I .,,,. -'"' ~""'-~l\ "· . • _ PU_BPOSE OF OBSERVATION ¥·verify soil conditions exposed are similar to those anticipated Q(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 lj:, Verify footings have been extended to an appropriate bearing strata 0 Other • SOIL REPORT RECOMMENDATIONS BASED ON: !){ Expansion Condition O VERY LOW O LOW y MEDIUM O HIGH O VERY HIGH ~ Fill Geometry _,..·'-"'-"£..:..' _______________________________ _ f(l Other :_ lJ S ~~ -S(p C,11 JC. 1 Ld S 51 -S 'l GA($ _, • MINIMUM FOUNDATION RECOMMENDATIONS: ~ Footing Depth : 0 12 Inches lil 1!Yfh,--~s [)t' 24 ~~1,J[., OTHER __________ _ Footing Reinforcement: 0 No.4 T&B O 2-No.4 T&B O 2-No.5 T&B O Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/1Q D 6x6-6/6 D No.3@24Inches D No.3@1 Blnches D Post-Tensioned Slab Bedding Material and Thickness : ___________ _ Vapor Barrier : Foundation Width : ;~:: ~;: ::C:1~c,J • OBSERVATIONS: ~ J ubstantial conformance with ~ Substantial conformance with .Jo~+ :Wliz'3 Soil Reports (see "Purpose of Observation!') / j Foundation Plans. Identify : -+-rrf----+P:.+ilc.",-J,rll,,~~..:..L 7¥'-f __ Th,o,::.:.,.:...J,J.,,,i,;>i,;>'::(o~()r+-,,~• -'l-j0{c...1-4PL...JQ_,(.._,1. __ 0 Other • COMMENTS: IS ASSUMED THAT All FOOTING EXCAVATIONS Will BE ClEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT Will BE MAINTAINED FIELD CO IES TO