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Home My WebLink About1980 MARCASITE PL; ; CB073038; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-17 ~2008 · Residential Permit Permit No: CB073038 Building Inspection Request Line (760) 602-2725 Job Address: 1980 MARCASITE PL CBAD Permit Type: RESDNTL Sub Type: SFD Status: ISSUED Parcel No: 2132913000 Lot#: 66 Applied: 12/11/2007 Valuation: $276,432.00 Construction Type: VN Entered By: 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: Project Title: TRIESTE PL 1: PHS 5 -2448SF LV Orig PC#: PC 06-35 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: Inspector: Date: 0 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, reseivations. of 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 fee51exactions. tf 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 :11formation 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 Jnd 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 nivnNTI ·1rhi ih fimiinh . m City of Carlsbad Bldg Inspection Request For: 01/14/2009 . Permit# CB073038 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: 1980 MARCASITE PL Suite: Location: Lot: 66 Inspector: M (,, -..!C..-"--- APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 19 29 39 49 Final Structural Final Plumbing Final Electrical Final Mechanical --------- Act Comments Requested By: KYLE ISBELL Entered By: CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsgection Histoct Date Description Act lnsp Comments 01/07/2009 89 Final Combo NR MC PER CONTRACTOR AFTER STOP 12/08/2008 89 Final Combo PA MC MINOR CORRECTIONS, OK TO RELEASE GAS 10/27/2008 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE METER 08/29/2008 17 Interior Lath/Drywall PA MC DRYWALL ONLY 08/29/2008 18 Exterior Lath/Drywall AP MC 08/29/2008 23 Gas/Test/Repairs AP MC 08/21/2008 16 Insulation AP MC 08/19/2008 84 Rough Combo AP MC MINOR PICK UP 08/04/2008 13 Shear Panels/HD's AP MC OK TO WRAP 07/29/2008 13 Shear Panels/HD's NR MC COMPLETE AB PLACEMENT 07/28/2008 13 Shear Panels/HD's PA MC 07/08/2008 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 05/28/2008 81 Underground Combo AP MC RECEIVED SOILS, PT & BLDG PLACEMENT REPORTS, LIFER OK I) . . . . City of Carlsbad Bldg Inspection Request . For: 12/08/2008 Permit# CB073038 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: 1980 MARCASITE PL Suite: Lot: 66 Location: Inspector: -~fvl __ l. __ APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 19 29 39 Final Structural Final Plumbing Final Electrical 49 Final Mechanical Act Comments Requested By: KYLE Entered By: JANEAN Ml~,.(l LDUEL--at.~S , 6"-TZ> :(Za...:IAs-2. ei4--S-t=---- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns(1ection Histo[Y Date Description Act lnsp Comments 1012712008 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE METER 0812912008 17 Interior Lath/Drywall PA MC DRYWALL ONLY 08/2912008 18 Exterior Lath/Drywall AP MC 08/2912008 23 Gas/TesURepairs AP MC 08121/2008 16 Insulation AP MC 0811912008 84 Rough Combo AP MC MINOR PICK UP 0810412008 13 Shear Panels/HD's AP MC OK TO WRAP 0712912008 13 Shear Panels/HD's NR MC COMPLETE AB PLACEMENT 07/2812008 13 Shear Panels/HD's PA MC 07108/2008 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 05/2812008 81 Underground Combo AP MC RECEIVED SOILS, PT & BLDG PLACEMENT REPORTS, UFER OK 0511612008 21 Underground/Under Floor AP PC 05/1612008 22 Sewer/Water Service AP PC .~ CltJOIClrllbld • Flnal lllldlna IISDICIIOI r-r 0EC -1 2008 Dept: Building Engineering Planning CMWD St Lite Fire t , I Plan Check#: Date: 11/26/2008 Permit #: PC 07-75 CB073038 Permit Type: RESDNTL Project Name: Address: Contact Person: Sewer Dist: TRIESTE PL 1: PHS 5 -2448SF LV 474SF GAR/176SF DECK/173SF LOG/27SF PORCH 1980 MARCASITE PL Phone: LC Water Dist: CA Sub Type: SFD Lot: 66 .......................................................................................................................................................... lnspecteh.o ~_\ Date 11Ur,_ Inspected: Approved: K Disapproved: __ By: }./'!:. I 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)775-5983 Concrete (4x8) Compressive Strength Test Report File Number: 0612215 Project Title: Trieste at La Costa Greens PTCC Phase: 5 Project Location: 1~80 Marcasite..Place Architect: n/a Engineer: Davidson Reinforcing Permit No: CB07-3038 Contractor: Warmington Location In Structure: Lot: 66 Slab on Grade Material Supplier: Superior Mix Designation: 375p Admixture(s): Pozz 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 68 degrees F 595 JC 0870690 66 5/29/2008 6/2/2008 6/3/2008 4.00 12.57 63840 5080 5 Days 4500 Plan File No: Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0870691 0870692 5/29/2008 5/29/2008 6/2/2008 6/2/2008 6/26/2008 6/26/2008 4.00 4.00 12.57 12.57 85270 85170 6790 6780 28 Days 28 Days 4500 4500 2 2 4.50 I 80 degrees F 116927 CEN 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 Q 0 I -tGEOCON ........ '\. I N'C ORP•O RATED 6960 FLANDERS DRIVE ■ SAN DIEGO, CALIFORNIA 92121-297 4 ::.. ·--.-c~ GEOTECHNIC~r CONSULT ANTS· • ■ TEL (858) 558-6900 ■ FAX (858) 558-6159 ~, FOUNDATION OBSERVATION REPORT • PROJECT NAME : y;.., f:. Glo!f f'-,-.J s; -VyA"2Jvl '" ~-,-o ,v LOCATION : L o,:::, l li -tft I FOUNDATION LOCATION (if not entire building) -~ · •·c>-1·""' PLAN FILE NO. PERMIT NOS: i 'r ( (. : C: So7 3 u ~ S' •J /, l; 7'50 "-/"I.. FOUNDATION TYPE : 13 & 8: 7 30 --1 t.. 0 fiONVENTIONAL I.,, '1 : 7 3o '-I 7 [3" POST-TENSIONED -.., PROJECT NO. O c,. '-/0 3 -SZ -LL.a DATE : __ S_· _2_8_-_a_<s ____ _ 0 ADDITIONAL OBSERVATION REQUIRED ~BST ANTIAL CONFORMANCE • PUjPOSE OF OBSERVATION .. r1 Jerify soil conditions exposed are similar to those anticipated M-"'2.. ~4~ l 'fE:. Pl., c:(' Verify footing excavations extend to minimum depth recommended in soil repo D Veri foundation reinforcement complies ~ith minimum recomn:iended in soil report rify slab reinforcement, sand bedding and moisture barrier comply with minimum -recommended in soil report Verify footings have been extended to an appropriate bearing stra·ta 0 Other ,,.-?) • APPLICABLE SOI_L REPORT: TITLE : _....,U=-1·_·' .:..'-~...:;_A.:..,_0;_,;,l •-==·· ;___,::,_:,_7_G.-_-_,,_r"-_c.._ ..... _, __ f-..__:_('_•....:·--i--v_. _~_....:.:;,_r __ L_ .. ....,...._L.....::_-:.._,.·.:..• .c:,..4-=-- I · I 7 DA TE : • SOil REPORT RECOMMEND.A. TIONS BASED ON : CJ1'xpansion Condition D VERY LOW 0 LOW efMEDIUM 0 HIGH 0 VERY HIGH -/II G .. (,, I ,:::.'' ~ill eometry ------------------------------------- □ Other : _____ G'---=L'------=t.,_'1 ____ ~ __ •_~1..L~==---+J---G. __ 'r __ -__;G,..::,__-r_L-'---------- • MINIMUM FOUNDAT~ON ECOMMENDATIONS :_ """""' I ~£ c.,,.-r J..1-'' I . 'I D Footing Depth : 12 Inches ~1'6: Inches D 24 Inches OTHER __ /..-f_-_--_2.._w_.___--r __ "'_z._3..,__ __ ,,c .7 Footinf:J Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&B CT'Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement: D 6x6-10/10 D 6x6-6/6 D No.3@24Inches D No.3@18Inches .J'.f Post-Tensioned Slab Bedding Material and Thickness : ____________ _ Vapor Barrier : Foundation Width : -Z. · · ,_ ' -/ ,, • oasel(v A TIONS : c( Substantial conformance with ~stantial conformance with ~ 2,t...(.-5 0 Other Soil Reports (see "Purpose of Observation") Foundation Plans. Identify : ___ r_)_,_· --~--_•_P._......,_·--=-:, __ ...b__,'7_......,,,0c:::::..:..,,.,.:...-c::........:' 0::..:~==-."_.-J __ • COMMENTS: --------------------------------- NOTE: IT IS ASSUMED THAT All FOOTING EXCAVATIONS Will BE OEANEO OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE ANO THAT THE SOil MOISTURE CONTENT WILL BE MAINTAINED ' FIELD COPIES TO .i -r-J-i_Q_ cc..~ #:, . .5-S-2- GEOCON REPRESENTATIVE . . MAY.16.200B 9:45AM WARMINGTON-SAN DIEGO NO.507 PLANNING ENGtNEERINC SURVfVlNG HUNSAKER &ASSOCIATES 5 A. N O I t C 0. I N r, IIMNE LOSANOELES May 14, 2008 RIVERSIDE SAN DIEGO ARIZONA DAVE HAMMA" LEX WJLLIMAN ALIS/\ VIALPANDO DAN SMITH RAY MARTIN CHUCK CATER 1,0, w:.plet S1tel!1 S,1n Oic•~n, CA 92111 Ol'i61 55µJno 11H (MIU 5!ift-U14 r-x www.Hu11s:ikt'tSO.cnm 11,fndHUl\~ikHSD.cnrn 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 04-08A Drawing No. 429-2C Lots 45 through 49 and 64 through 71 Dear City Inspector: 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. Sincerely, a.~ Daniel P. Smith L.S, 6854 HunsaKer & Associates San Diego, Inc. 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