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Home My WebLink About1956 MARCASITE PL; ; CB073060; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-26-'2008 Residential Permit Permit No: CB073060 Job Address: Permit Type: Parcel No: Valuation: Building Inspection Request Line (760) 602-2725 1956 MARCASITE PL CBAD RESDNTL Sub Type: Lot#: 2132922800 $314,169.24 Construction Type: SFD 60 VN Status: ,t,,pplied: Entered By: ISSUED 12/12/2007 JMA Occupancy Group: 06/26/2008 Reference #: CT 04-09 Plan Approved: # Dwelling Units: 1 Structure Type: SFD l~sued: 06/26/2008 Bedrooms: 4 Bathrooms: 4 Inspect Area: Project Title: TRIESTE PL 2: PHS 6, 2745SF LV Orig PC#: PC 06-35 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO Plan Check#: 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'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee STD #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 $1,318.65 $0.00 $857.12 $0.00 ($68.57) $31.42 $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 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 TOT AL MECHANICAL TOTAL Housing Impact Fee Housing lnlieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $225.00 $7,188.00 $3,618.63 $5,717.88 $0.00 $0.00 $0.00 $750.00 $0.00 $0.00 $259.00 $60.00 $74.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27,733.13 Total Fees: $27,733.13 Total Payments To Date $27,733.13 Balance Due: $0.00 Inspector: j'vt, ~ FINAL APPROVAL Date: =c,~......::=1--1&-"'--Clearance: (e•~-0'\. NOTICE: Please take NOTICE that approval of your project includes the 'Imposition' of fees, dedications, reservations: oi· 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 Cartsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will ba, 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 wale' and sewer connection fees and capacity changes, nor planning, zoning, grading or other slmflar application processing or service fees in connection with this project. NOR DOES IT APPLY to any ' . . . . . "<•t· . • . City of Carlsbad Bldg Inspection Request For: 06/19/2009 Permit# CB073060 Inspector Assignment: MC Title: TRIESTE PL 2: PHS 6, 2745SF LV Description: 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO Sub Type: SFD --- Type: RESDNTL Phone: 7608818240 Job Address: 1956 MARCASITE PL Suite: Lot: 60 Location: APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Inspector: ----- Total Time: Requested By: KYLE ISBELL Entered By: CHRISTINE CD Description 19 29 39 Final Structural Final Plumbing Final Electrical 49 Final Mechanical Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns12ection History Date Description Act lnsp Comments 06/1512009 89 Final Combo co MC PROVIDE COMPLETE ACCESS TO UNIT 05/1512009 39 Final Electrical PA PC EMR 03/26/2009 23 GasfTest/Repairs AP MC 03125/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 03/25/2009 18 Exterior Lath/Drywall AP MC 03/25/2009 23 GasfTesttRepairs NR MC RE-TEST 03/24/2009 82 Drywall/Ext Lath/Gas Test NR MC NO SUPER ON SITE 03/23/2009 17 Interior Lath/Drywall co MC SCRAP OUT 03/23/2009 18 Exterior Lath/Drywall co MC 03/23/2009 23 GasfTest/Repairs co MC PROVIDE TEST 03/16/2009 16 1 nsu lation AP MC PICK UP COMPLETE 03/13/2009 16 Insulation PA MC COMPLETE PICK UP 03112/2009 16 Insulation PA MC COMPLETE FRAME PICK UP . . m' City of Carlsbad Bldg lnspection·Request . . Permit# CB073060 For: 05/15/2009 Title: TRIESTE PL 2: PHS 6, 2745SF LV Inspector Assignment MC --- Description: 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO Type: RESDNTL Sub Type: SFD Job Address: 1956 MARCASITE PL Suite: Lot: 60 Location: OWNER WARMINGTON TRIESTE ASSOCIATES LP Owner: WARMINGTON TRIESTE ASSOCIATES L P Remarks: AM PLEASE Total Time: Phone: 7604906092 Inspector: ft._, Requested By: TODD Entered By: JANEAN CD Description 39 Final Electrical Act Comments f?A_ _ _____,_grll----4--(Z __ _ ----····---·· --·· ----·--·----···----···-·-----··--··------·--------·------··· -·-·------------·--·--·-· . -· ---·-···-- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns~ction Histo!Y Date Description Act lnsp Comments 03/26/2009 23 GasfTestJRepairs AP MC 03/25/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 03/25/2009 18 Exterior Lath/Drywall AP MC 03/25/2009 23 GasfTesl/Repairs NR MC RE.TEST 03/24/2009 82 Drywall/Ext Lath/Gas Test NR MC NO SUPER ON SITE 03/23/2009 17 Interior Lath/Drywall co MC SCRAP OUT 03/23/2009 18 Exterior Lath/Drywall co MC 03/23/2009 23 GasfTesl/Repairs co MC PROVIDE TEST 03/16/2009 16 Insulation AP MC PICK UP COMPLETE 03/13/2009 16 Insulation PA MC COMPLETE PICK UP 03/12/2009 16 Insulation PA MC COMPLETE FRAME PICK UP 03/10/2009 16 Insulation NR MC COMPLETE INSTALLATION 03/05/2009 14 Frame/SteeVBolting/Welding AP MC MINOR PICK UP 03/05/2009 24 Rough/Topout PA MC 03/05/2009 24 Rough/Topout AP MC SECOND STOP 03/05/2009 34 Rough Electric AP MC 03/05/2009 44 Rough/Ducts/Dampers AP MC 02/24/2009 13 Shear Panels/HD's AP MC APPR. 2123/2009 02/23/2009 13 Shear Panels/HD's AP MC Christine Wauschek From: Sent: To: Subject: Attachments: Michael Elliott [mikeelliott2@cox.net] Friday, May 29, 2009 11:47 AM Janean Hawney; Christine Wauschek; Meghan McKillop; Michele Masterson; Peter Dreibelbis; kisbell@warmingtonresidentialca.com Villages of La Costa 1. 17 247F -VHlages of La Costa 1.17 (Lots 50-63) -lnsp2.doc Villages of La Costa 1.17 • · Project Number: CT04-09 Drawing Number: 429-2M Lot 50 -1967 Marcasite Place -CB073062 Lot 51 -1963 Marcasite Place -CB073052 Lot 52 -1959 Marcasite Place -CB073057 Lot 53 -1955 Marcasite Place -CB073063 Lot 54 -1951 Marcasite Place -CB073053 Lot 55 -1947 Marcasite Place-CB073058 Lot 56 -1943 Marcasite Place -CB073054 Lot 57 -1939 Marcasite Place-CB073055 Lot 58 -1935 Marcasite Place -CB073059 Lot 59 -1931 Marcasite Place -CB073064 Lot 60 -1956 Marcasite Place -CB073060 Lot 61 -1960 Marcasite Place -CB073056 Lot 62 -1964 Marcasite Place -CB073065 Lot 63 -1968 Marcasite Place -CB07306 l Landscape inspection comments are attached. Approved• Permit.~r Lots 50, SI, 52, 53, 54, 55, 56, 57, 58 and 59 were previously signed on May 14. Permit cards for Lo(' ~I and 63 were signed on May 29. Not Approved -Permit card for Lot 62 was not signed and will be held pending completion of all remaining items on each lot. 1 CltJ of Carlsbad · Flnal Bulldlna lnsaactlon Dept: Bui lding Engineering Planning CMWD St Lite Fire Plan Check#: Permit#: Project Name: Address: Contact Person: Sewer Dist: PC 07-76 CB073060 TRIESTE PL 2: PHS 6, 2745SF LV 639SF GAR/11 0SF DECK/138SF LOG/120S F PORCH/103 1956 MARCASITE PL Phone: LC Water Dist: CA Lot: Date: 05/14/2009 Permit Type: RESDNTL Sub Type: SFD 60 y 1 r. 2009 ....................................................................................... ,.,,,.,,, ......................................................... . Inspected ~ By: Cl,, ~l.QS Date Inspected: ~1 (S.l:>~ Approved : __ Disapproved : __x_ Inspected Date V By: __________ Inspected: CP{\9.~ Approved :~ Disapproved: __ Inspected Date ~ tt\.O,U.~ By: ___________ Inspected: ____ _ Approved: ___ Disapproved: __ ··························································································································································· Comments: _____________________________ _ ~ SOIL~'-l'ESTltJG. INC. z "' 0 U.-:::; ., C z ~ i= 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 ::, 0 "~ 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: 1956 Marchaslte Palce Architect: William Hezmalhalch Engineer: Martin Permit No: CB073060 Contractor: Warmington Homes Plan File No: Location In Structure: Lot: 60 Southwest Comer 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 59 minutes 72 degrees F 315 0879978 60 11/13/2008 11/14/2008 11/18/2008 4.00 12.57 60,320 4800 5 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry. pct: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0879979 0879980 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 88,110 87,320 7010 6950 28 Days 28 Days 4500 4500 2 1 4.50 I 82 degrees F 133775 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 implled. 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 1'11\NNIN(; HUNSAKER & ASSOClATES S' it'\ N I• 1 r ti 1 ,. 1 "' • . ENCiNlh•NC October 31, 2008 ~\JI.vi VINCI IIIVINt Ln.; ,,Noi FS City of Carlsbad _ .. ,vi,:~•~.1~: 1635 Faraday Avenue ~-IINl)IU;l_lc rl b d CA 92008-7314 AM l,!llNI\ a s a I Attention· Regarding: Reference: District Grading Inspector Civil Engineer's Certification of Final Grading Project: La Costa Greens Neighborho :Jd 1.17 Drawing No: 429-2C Lots· 50 through 63 Pursuant to Section 11.06.170 of the Carlsbad Municipal C x:fe, I hereby state in my professlonal opinion all work incorporated in the gradint1 and oramage 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 embankment and cut slopes as sho¥ n on the approved grading plans have been placed at their proper line and grade. Respectfully submitted, fi .. ~~ . Daniel P. Smith LS. 6854 ""vu1,1MMl\11 Hunsaker & Associates San Diego, Inc. I.EX WllllMJ\N ALIM VIJ\Ll'J\NIJI I tll\N SMlll--t !:AVMAl-:'IIN ,:C;IJCI,; r11111/ ~1707 WJµh•• Sl•tt•I :iiUI ~ ~lt·l~IJ. Cl\ 'J,~ r :, f l~~ltJ ~~11-45011 l'H l111;UJ~~Jl•l•ll•I I l( 1v1v .... Hun)ilkt·rSO .,.,,.,. lnh1rn•1,.,i,,1h-,SIJ.,:,.,, 100/LOO!i!J OS Jossv pue Ja~esunH OS l• ~ lll1VNOQ~~}~Q <IUC• "~ 0101 Jg~ I0/~•11001 i lUJ\1,1 ~L~l8SS8S81 xv~ ;t ll 800l/OC/Ol ·/ GEOCON i NCO R.P OR ATE D ·O • . G~T~HNICAL CONSULTANTS ~ 6960 FLANDERS DRIVE ■ SAN DIEGO, CALIFORNIA 92121-297.4 ■ TEL 18581 558-6900 ■ FAX 18581 558-6159 ~ c.+ . ~ FO~bfDA TION OBSERVATION REPORT , ·1 , / PROJEcr'N'AME : 1·~ < buyaj. · V).,Jt;tY'1f'folJ · fi /} / A ', 1'f LOCATION : L,, r /,~ t(, r/ [ -v FOUNDATION LOCATION (if not entire building) PLAN FILE NO. PERMIT NOS : I, l-d ,L C f101'3',;,~ PROJECT NO. 0(1~ S· 52· Z (~ DATE : 11/1 ~/Q[ ·; ~ (rr c.. 3 o "'i 3o .5 G, 0 ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : ,, " ft [ ar .!CJ(,,; 0 CONVENTIONAL (03 C BOt n G I KsussT ANTIAL CONFORMANCE ji( POST-TENSIONED • PURPOSE OF OBSERVATION '[]' 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 D Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report j)' Verify footings have been extended to an appropriate bearing strata D Other • APPLICABLE SOIL REPORT: TITLE : -j?--'-ti (ttk----,{;c7'r~"~' '~1,...,fo,~,....,,,,...)~,( ..... 1 .... 11-( '~-;:o.,....L'-'"1_. ~''~L_,._~c .... ,5'~1-et ...... --r-,ll ..... (_ ..... G ____ , t~(/J...,>,.._\ 1 . }1 c MI s ~{t r1 . c A ' DA TE : • SOIL REPORT RECOMMENDATIONS BASED ON: 0 Expansion Condition O VERY LOW 0 LOW MEDIUM 0 HIGH 0 VERY HIGH Ji] Fill Geometry ___......._. __________________________________ _ " ~ Other : -----<i=---,01-+--=±i,,,,....------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS: Ji{ Footing Depth : D 12 Inches IE] 18 Inches D 24 Inches OTHER _____________ _ Footing Reinforcement: □ No.4 T&B O 2-No.4 T&B D 2-No.5 T&B O Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement : 0 6x6-10/10 D 6x6-6/6 0 No.3@24Inches D No.3@18Inches D Post-Tensioned Slab Bedding Material and Thickness : ____________ _ Vapor Barrier : Foundation Width : -~~~.:~,--:~=: .... r~'_--'-~---~,'1-~-......,.ir--~---+-------------------- 2 . _ •O "' .. -1 11 , , ,· r1 11, d ? \) V' • OBSERVATIONS : Kl Substantial conformance with Soil Reports {see "Purpose of Observation") . ,. @ Substantial conformance with Foundation Plans. Identify : -----------'-'--'--~---i--~~..:..-- 4 -·.1 7 0 Other • COMMENTS: ---------------------------------- ~E: I~ IS ASSUMED THAT ALL FOOTING EXCAVATIONS Will BE CLEANED OF LOOSE MATERIAL PRK)R TO PLACING CONCRETE AND THAT THE SOIL MOISTURE <jONTENT WILL BE MAINTAINED ¥ L , I-l/.,,,.{, Cf ~ AELD COPl~S TO GEOCON REPRESENTATIVE ·-