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Home My WebLink About1048 SAGEBRUSH RD; ; CB051987; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-13-"2o06 Residential Permit Permit No: CB051987 Building Inspection Request Line (760) 602-2725 Job Address: 1048 SAGEBRUSH RD CBAD Permit Type: RESDNTL Sub Type: SFD Status: Parcel No: 2146442500 Lot#: 195 Applied: Valuation: $356,812.00 Construction Type: VN Entered By: Occupancy Group: Reference #: CT98-14 07/20/2005 # Dwelling Units: Structure Type: SFD Issued: Bedrooms: 4 Bathrooms: 3.5 Inspect Area: Project Title: CHESAPEAKE BAY-PLAN 2-PHS 6 Orig PC#: 3818 SF, 645 SF GAR, 151 SF DECK Applicant: STANDARD PACIFIC CORP STE 200 5750 FLEET ST CARLSBAD CA 92008 619 292-2200 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 $1,338.12 $0.00 $869.78 $0.00 ($69.58) $35.68 $2,436.00 $0.00 $0.00 $0.00 $0.00 $12,780.00 $0.00 $0.00 $0.00 $0.00 ?? $2,999.00 D5/8 $0.00 $0.00 Plan Check#: Owner: STANDARD PACIFIC CORP 5750 FLEET ST #200 CARLSBAD CA 92008 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 FINAL 05/26/2005 SB Plan Approved: 07/20/2005 PD PC02-32 PC05-62 $0.00 $160.00 $2,461.00 $3,487.76 $6,493.98 $0.00 $0.00 $0.00 $660.00 $0.00 $0.00 $210.00 $60.00 $78.50 $0.00 $0.00 $0.00 $0.00 $1,994.00 $0.00 $35,994.24 Total Fees: $35,994.24 Total Payments To Date: $35,994.24 Balance Due: $0.00 ' I • Inspector: Clearance: 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 lssued 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 project. NOR DOES IT APPLY to any f x i n f hi h I Tl hi i h h f limi i n h I h m -City of Carlsbad Bldg Inspection Request For: 06/05/2006 Permit# CB051987 Title: CHESAPEAKE BAY-PLAN 2-PHS 6 Description: 3704 SF, 645 SF GAR, 151 SF DECK Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: 1048 SAGEBRUSH RD Lot 195 APPLICANT STANDARD PACIFIC CORP Owner: STANDARD PACIFIC CORP Remarks: Total Time: CD Description Act Comment Inspector Assignment: PD --- Phone: ~04547 Inspect~ Requested By: LARRY Entered By: JANEAN 19 Final Structural "1~to tJfU'ttv b'tofS I 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Hold Associated PCRs/CVs Original PC# PC05-62 lnsgection Histoiy Date Description Act lnsp Comments 05/18/2006 39 Final Electrical AP PD 04/03/2006 17 Interior Lath/Drywall AP PD SHOWER 04/03/2006 27 Shower Pan/Roman Tubs WC PD 03/15/2006 82 Drywall/Ext Lath/Gas Test AP PD 03/09/2006 16 Insulation AP PD 03/08/2006 14 Frame/Steel/Bolting/Welding AP PD 03/08/2006 84 Rough Combo AP PD 03/07/2006 14 Frame/Steel/Bolting/Welding CA PD 02/23/2006 13 Shear Panels/HD's AP PD 02/13/2006 15 Roof/Reroof AP PD 12/06/2005 81 Underground Combo AP PD 11/22/2005 21 Underground/Under Floor AP PD 11/22/2005 22 Sewer/Water Service AP PD ffl CIIJ If carlsllad B3 Final Build~~ection Dept: Building Engineerin~WD St Lite Fire Date: Plan Check #: PC05-62 Permit#: Project Name: Address: CB051987 CHESAPEAKE BAY-PLAN 2-PHS 6 3704 SF, 645 SF GAR, 151 SF DECK 1048 SAGEBRUSH RD Contact Person: LARRY Phone: 760250454 7 Water Dist: CA Sewer Dist: CA Permit Type: Sub Type: Lot: 195 06/05/2006 RESDNTL SFD .......................................................................................................................................................... In~. ~ Date Inspected: 6/J/otl) Approved: Disapproved: __ By: ··7Y2a , Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Comments: _____________________________ _ m 111111 llrlsllld m Flnal Bulldlna lnsnectlan Dept: Building Plan Check #: PermH #: CB051987 Project Name: CHESAPEAKE BAY-PLAN 2-PHS 6 3704 SF, 645 SF GAR, 151 SF DECK Addre11: 1048 SAGEBRUSH RD Contact Parson: LARRY Phona: 7602504547 Sewer Dial: CA Water Dist: CA Date: PermHType: Sub Type: Lot: 195 RECEIVED JUN 5 2006 C'IT'ti Of ("AIU.SHAU £NCINEt:RIJ'liG l>EPARHlt:fliT CM&I Dl\'ISIO:"'i 06/05/2006 RESDNTL SFD .......................................................................................................................................................... Inspected Date By: ~ 'l!::!:.~rtj Inspected: lL 2.l ot Approved: ...--Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ...................................... , .................................................................................................................. .. Comments: _____________________________ _ PREFERRED CONSTRUCTION INSPECTIONS, INC. 4888 RONSON COURT "E" _SAN _l?IEG_l1 CA ~2111 TELEPHONE (858) 576-9110 CERTIFIED INSPECTOR'S WEEKL V REPORT I JOBNO. ENDING IFORWEEK / / COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF c::J J3EINFORCED CONCRETE [21' PRE-STRESSED CONCRETE D REINFORCED MASONRY D STRUCT. STEEL ASSEMBLY 0 REINFORCED GYPSUM D DEEP FOUNDATION D SPRAY-APPLIED FIREPROOFING OoTHER ---------- OWNER OR PROJECT NAME ARCHITECT -, / ,,...., ,· /" ,' _.,.,<...,-f,, (..•'j' CONSTR. MATt. (TYPE, GRADE. ETC.) STRENGTM I DESIGN ,,. ISOURCE OF MFGR. DESCRIBE MAT'L (MIX DESIGN. RE·BAR GRADE I MFGR., WELD-ROD. ETC.) 1✓. ..• ,......, _.. .. ' J -_/ .,,.,."' / (/J .✓ <l //I :/,,·1 ,.'.,., / / t.>t . < ,, . ). •, , , ~; ~~-001NG REPORTED_Y'ORK . ., /··/ ~-7 / c-;;J/i) 7 1 ",:_,{ .77,:.-;/ J US. RECEIVING & TESTI~ CO,,NST~AT'L. SAMPLES ,/" ( _!. INSPEC· TION DATE ARRIVAL TIME. DEPARTURE TIME DETAILED REPORT OF WORK INSPECTED LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED, JOB PROBLEMS, PAOGRESS. REMARKS. ETC. / I. ' ,I ...J-,;_., i /,' -· ) .-!_/ ,..:..... INCLUDU NPONU.TICN AIOIJT-MIOUNl'IOflMATl!fllAL l'\,ACIOOIIJ W0M l"l"'°""ID: NUMII" TYPI! I IDENT. NO'S. OfTHTSNM'LH TAKEN; STIIUCT. Ca..lCTIC»a (MLDIMADI, H.T.101.l'I TOROUl!O)CHECICID; ITC. / / / / .,-:,, .. f ,,..\ ,,:: <·' <.- . / / , INSPECTOR 1~1"11'11 / /; .,// I , //,J /) SIGNATURE , .~/<? // /._:·~/:.-.-,:;'.'..,.p:, DATE SIGNED/ ?1 {.; I i,.J ,:·CERTIFICATENO··<l,·:'·,·· -'.'>" ., '~;:t NOl'I: AU.....-naNJIIIIOIITI _.TM MCINID IY PIIIDAY o, M Mac POUC1W1G THI .....CTIONOATII. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specificat~on~ an~ applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- GEOCON INCORPORATED 0 0 ·. . GEOTECHNICAL CONSULTANTS C> 6960 FLANDERS DRIVE ■ SAN DIEGO, CALIFORNIA 92121-2974 ■ TEL 1858) 558-6900 ■. FAX 18581 558-6159 .. , FOUNDATION OBSERVATION REPORT PROJECT NAM~~ s:,s,~ --r;::"'_.,-,-"- ' LOCATION: ) c,s; 1'13--196> DATE: -~' l_-_,_o_-_0_~_..-_____ _ FOUNDATION LOCATION l'f I no en ire UI ,ng t' b 'Id' PLAN FILE NO. PERMIT NOS: Lo-r-1'13-c.60~ I 1CJ 3. t,, I </ ~ C 13, o,;-IC/1; □ ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE: L "'' I') S" csor-1137 □ CONVENTIONAL /,,0'1' I 01 b -C--E:o 5 f "} '7 8 l;3' SUBSTANTIAL CONFORMANCE x:f POST-TENSIONED ■ PURPOSE OF OBSERVATION 0 Verify soil conditions exposed are similar to those anticipated IQ' Verify footing excavations extend to minimum depth recommended in soil report □ Verify foundation reinforcement complies with minimum recommended in soil report □ Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report i:::1-' Verify footings have been extended to an appropriate bearing strata D Other ,.,, --,-· 0 < .. ..,..._ <" ■APPLICABLE SOIL REPORT: TITLE: "'"''" ~9"-<"o•· ,1e,;.-r,'-'<, ll.s""""'-'"'""'~'~~"..,__v,=, 1. .. ,v·11,-c,' ~'""' {,4rr.x-o1v4 ~"""f,e:?--.J•~A-rA. 'lo-r5 I{-:;,-$Lf, 111-1Cif1 G-t12--L.-s-e..~,c"-. DATE: ::1 3,:,.,ai.....1 • SOIL REPORT RECOMMENDATIONS BASED ON: 'El Expansion Condition 12/ VERY LOW □ LOW □ MEDIUM □ HIGH □ VERY HIGH 0 Fill Geometry _ _;Lc::6:..-r'--".s.:__J\c::CJ:L!aac:·'-'-'~'1'..::!.::__.:~::.__.____(_,A._~_.____~-rri,k ____________________ _ D Other:--------------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS: RI Footing Depth: □ 12 Inches ¼I 18 Inches □ 24 Inches OTHER L.t>. --r--rr Footing Reinforcement: □ No.4 T&B □ 2-No.4 T&B □ 2-No.5 T&B □ Post-Tensioned _OTHER: _____ _ Interior Slab Reinforcement: □ 6x6-10/10 □ 6x6-6/6 □ No.3@24Inches D No.3@18Inches 0' Post-Tensioned Slab Bedding Material and Thickness: --"S'-'--°''--'·_J.=0 :c._ _______ Vapor Barrier: Foundation Width: ---------------------------------- ■ OBSERVATIONS: JIJ Substantial conformance with Soil Reports (see "Purpose of Observation") □ Substantial conformance with Foundation Plans. Identify: ___________________ _ D Other • COMMENTS: ( ~)NOTE: IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE aEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE ANO THAT Tl·E sqJL MOISTURE CONTENT WILL BE MAINTAINED S,-rc-.,.Jf'.¾c~D ~-•r·•c_. 1-lo,-..'t''i: ~( // ·-"•, \ 11 /·/\ \)E ~--J \. o.R17 'G <; ,,:, ,.) '( ,e \JC. \/ 1 /;'l'"'-;;;, FIELD COPIES TO GEOCON REPRESENTATIVE GEOCON INCORPORA;TED 6960 FLANDERS DRIVE 0 :Q ~""' CDN&'-'"--0 ■ SAN DIEGO, CALIFORNIA 92121-297 4 ■ TEL 18581 558-6900 ■. FAX l8581 558-6159 ~ FOUNDATION OBSERVATION REPORT PROJECT NAME·--r;:::->"-' pso---i · --T~L\--rc., (,\1c s<-<yt ""•'l tsA·-1 PROJECT NO. ci.,,o-:',l --:2.. -tu A_ • I LOCATION : L ,r,-S I S 7 -I 'i '2-DA TE: ~'~2-_· _<;_-_o_S:-______ ~ FOUNDATION LOCATION l'f I not entire UI mg b ·1d· PLAN FILE NO. PERMIT NOS: c BoS' 1'79 I L,o-r I Bl - Lol I~€~ -c(C,0S:-l"lc1&, D ADDITIONAL OBSERVATION REQUIRED CGoS-1'°12& FOUNDATION TYPE: L 01 I 'o "1 - 0 CONVENTIONAL Lcffl'i"'-cF-ooS-1cic1-z_ ~ SUBSTANTIAL CONFORMANCE _13' POST-TENSIONED Lo'T 19 I -C 60'::' I '9 l 0 r • PURPOSE OF OBSERVATION 0 Verify soil conditions exposed are similar to those anticipated 121 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 119 Verify footings have been extended to an appropriate bearing strata □ Other • APPLICABLE SOIL REPORT: TITLE: -;; "'"' l ½fT nr --rE s-r I c_>( r 0G,5E /V,IA1''U ,._) .'S°F12.¼ 1 '--'= -' UuTJ, vc.' ,;;, r-15 :~v..,_,::i~-~.') .... fS:-::.-.J~-r~C\,~, l::;,-r sit.,,,,-$Lt1 il-J-1111, (k11L-Sfsl\:-IJ, C.., DATE: ,:,1-"!,o-oLJ • SOIL REPORT RECOMMENDATIONS BASED ON: [2:]' Expansion Condition liQ' VERY LOW O LOW 0 Fill Geometry L o--r,;: I 'c ,-IC/0 -(~ -r T 0 MEDIUM O HIGH Lo~ S 1'11 -,c,z... -rA~ E 0 VERY HIGH □Other:--------------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS: 0 Footing Depth: 12112 Inches 0 18 Inches O 24 Inches OTHER CJ,.,-r ' ""'" 1 2- 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 6x6-10/10 D 6x6-6/6 D No.3@24Inches D No.3@18Inches l.:J'Post-Tensioned Slab Bedding Material and Thickness : ---'-"'"'-'""-' c.a•-:o,,_ _______ Vapor Barrier: Foundation Width: ---------------------------------- • OBSERVATIONS: IZI Substantial conformance with Soil Reports (see "Purpose of Observation") D Substantial conformance with Foundation Plans. Identify: -------------------- 0 Other ( -'KJ NOTE: IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL SE QEANED Of LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT Tl-f SOIL MOISTURE CONTENT WILL SE MAINTAINED ,C:-,-,e,,, .... _1,-~A1c.1~ ~Ac I f'e, t-.\0 ... -11:.-:.. 5 -C\_ A ,__j \\".17-1,' "J {, -n),-_J FIELD COPIES TO ~)--~A' GEOCON REPRESENTATIVE