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Home My WebLink About1027 SAGEBRUSH RD; ; CB051995; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB051995 Building Inspection Request Line (760) 602-2725 Job Address: 1027 SAGEBRUSH RD CBAD Permit Type: RESDNTL Sub Type: SFD Status: Parcel No: 2146441300 Lot#: 183 VN CT98-14 Applied: Valuation: $379,138.00 Construction Type: Entered By: Occupancy Group: 07/20/2005 # Dwelling Units: Reference #: Structure Type: SFD Issued: Bedrooms: 5 Bathrooms: 4.5 Inspect Area: Project Title: CHESAPEAKE BAY-PLAN 4-PHS 6 Orig PC#: 4203 SF,646 SF GAR, 154 SF DECK, 73 SF PORCH Plan Check#: 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 Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $1,408.96 $0.00 $915.82 $0.00 ($73.27) $37.91 $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 Owner: STANDARD PACIFIC CORP 5750 FLEET ST #200 CARLSBAD CA 92008 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 TOTAL MECHANICAL TOTAL Housing Impact Fee Housing lnLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES ISSUED 05/26/2005 SB Plan Approved: 07/20/2005 PD PC02-32 PC05-62 $0.00 $160.00 $2,461.00 $3,487.76 $6,900.31 $0.00 $0.00 $0.00 $660.00 $0.00 $0.00 $224.00 $60.00 $85.00 $0.00 $0.00 $0.00 $0.00 $1,994.00 $0.00 $36,536.49 Total Fees: $36,536.49 Total Payments To Date: $0.00 Balance Due: $36,536.49 3004 07/20/05 ~iji:91 0~6536"49 r-----,L-,t-_,¥,-,----------------------, Inspector: FINAL_APPROVAL Date: (., -Ir-o(;, 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 '1ees/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 infonnation 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 fhih hvrvi n·vnNTI iii whihh inh City of Carlsbad Bldg Inspection Request For: 06/12/2006 Permit# CB051995 Inspector Assignment: PD --- Title: CHESAPEAKE BAY-PLAN 4-PHS 6 Description: 4203 SF,646 SF GAR,154 SF DECK,73 SF PORCH Type: RESDNTL Sub Type: SFD Job Address: 1027 SAGEBRUSH RD Lot 183 Suite: Location: OWNER STANDARD PACIFIC CORP Owner: STANDARD PACIFIC CORP Remarks: Total Time: CD Description Act 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Phone: 76~~ lnspecif7;t;___ Requested By: LARRY Entered By: JANEAN Comment fJ ct. '---0 P (PriJrJ 1/J l ( Comments/Notices/Hold Associated PCRs/CVs Original PC# PC0S-62 lnsgeclion Histo[Y Date Description Act lnsp Comments 04/06/2006 39 Final Electrical AP PD 02/27/2006 17 Interior Lath/Drywall AP PD SHOWERS 02/02/2006 82 Drywall/Ext Lath/Gas Test AP PD 01/24/2006 16 Insulation AP PD 01/23/2006 84 Rough Combo AP PD 12/27/2005 13 Shear Panels/HD's AP BN 12/05/2005 15 Roof/Reroof AP PD 10/03/2005 11 Ftg/Foundation/Piers AP PD 09/26/2005 21 Underground/Under Floor AP PD 09/26/2005 22 Sewer/Water Service AP PD CIIJ DI Clrllllld Final Building lnsoaction Dept: Building Engineering~a~),MWD St Lite Fire Plan Check #: Permit#: Project Name: PC05-62 CB051995 CHESAPEAKE BAY-PLAN 4-PHS 6 4203 SF,646 SF GAR,154 SF DECK,73 SF PORCH Address: 1027 SAGEBRUSH RD Contact Person: LARRY Phone: 7602504547 Sewer Dist: CA Water Dist: CA Date: 06/12/2006 Permit Type: RESDNTL Sub Type: SFD Lot: 183 .......................................................................................................................................................... ~~~~ Date , Approv£ lnspected:/o ··/,,;l-Db Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... Comments: _______________________________ _ · PREl<"ERED CONSTRUCTION INSPECTIONS, INC 4888 Ronson Court, "G" (858) 576-9110 l<"ax (858) 576-7028 San Die o, CA. 9211 I JOB NAME: CHESAPEAKE BAY JOB ADDRESS: I 027 SAGE BRUSH ROAD OWNER: CLIENT: ARCHITECT: STANDARD PACIFIC HOME STANDARD PACIFIC HOMES INSPECTOR: LARRY ROBERTSON FIELD CONCRETE SAMPLE OF: MIX NO.: 46901 PROPORTIONS: ADMIXTURE: TYPE OF CEMENT: CONCRETE SUPPLIER: ROBERTSONS TEST REPORT CONTRACTOR: ENGINEER: JOB NO.: 3735 DIAZ CONSTRUCTION DAVIDSON REINFORCING COMP BUILDING AUTHORITY: CITY OF CARLSBAD PERMIT NO. CB05-l995 PLAN FILE NO. LOCATION OF SPECIMEN LOT# I 83 NORTHEAST CORNER IN JOB OR STRUCTURE: MADE BY: SLUMP: DATE MADE: LARRY ROBERTSON 4 3/4" 10/5/2005 DA TE RECEIVED: l0/6/2005 TICKET NO. 3372936 LABORATORY TEST DATA AGE TESTED: SPECIMEN MARKINGS: DATE TESTED: DIAMETER-AREA-SQ. IN.: ULTIMATE LOAD -LBS: UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS-PSI: DISTRIBUTION: STANDARD PACIFIC HOMES DA V!DSON REINFORCING CITY OF CARLSBAD 10 DAYS 83642 10/17 28.28 99000 3500 28 DAYS 28 DAYS HDAYS 83643 83644 11/02 11/02 28.28 28.28 113500 114000 4010 L?-(,< 4030 4000 TEST BREAK IN USUAL CONFIGURATION WITH UNBONDED CAPS UNLESS NOTED OTHERWISE. TESTMETHODS-ASTM "J C39: [J Cl73: U C231: ~, Cl23I: L: Cl72: [J Cl43: □ Cl38: ' , ' , " ' , ' , ' TYPE OF FRACTURE Q Q 0 , , , , 4 ,' / \ , ,7 l_ __ j ENGINEER i_l '' '' '' '' '' '' LJ 09:44 RBF CONSULTING ➔ 8049383 • • CONSULTING N0.804 [;1001 September 30, 2005 JN 55-100172.001 JoAnn Watanabe Project Manager Standard Pacific Homes 5750 Fleet Street, Suite 200 Carlsbad, CA 92008 Subject: Chesapeake Bay• Lots 180-186, 197 City of Carlsbad Tract No. CT 98-14-03 DearJoAnn: RBF Consulting has performed a field suivey on September 29, 2005 to field check the building footing forms for Lots 180 thru 186 and 197 on Sagebrush Road in Chesapeake Bay. The results of the field survey reveal the footing forms to be within substantial conformance, both horizontally (0.10':t) and vertlcally (0.05':t) with the City of Carlsbad approved precise grade plans dated February 16, 2005. Sincerely, Tim Thiele, P.E. Project Engineer C60293 P.qai#fR C,v\\. . H:\PDATA\!55100172\Admn\coo'espndnc:\Form Cer1111ca~on:s\.172_f()(tn_eer119_1ots199-20S.doo PL.ANNING ■ DE::!!!!ilGN ■ OON5TRUCTl □N 5050 Avenida Encine,a, Suite 260 ■ Carlsbad, CA 92008-4386 ■ 760.4/6.9193 ■ Fclx 760.476.9198 Office~ located 1hrouoho~t Califomio, Arizona & Nevada ■ www.RBF.corr1 PREFERRED CONSTRUCTION INSPECTIONS, INC. 4888 RONSON COURT "G" SAN DIEGO, CA 92111 TELEPHONE (858) 576-9110 • • •• •• -J JOB NO. ENOINO - / CERTIFIED INSPECTOR'S WEEKLY REPORT I :1FORMEK / / •, COVERING WORK PERFORMED 0 REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY 0 SPRAY-APPi.ED FIREPROOFING WHICH REQUIRED APPROVAL BY _® PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM □OTHER THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY D DEEP FOUNDATION JOB ADDRESS ~-/ BUILOWQ PERMIT NUMBEij PLAN FILE NUMBER _.,.,. . <,. ,. .-cf. /o ~, <::/50 :5 --5 ,,-;, cf,J!" .,;:fl,:/ f ',// ~LJ. OWNER OR PROJECT NAME ARCHITECT < h., £5' rJ ,,P ,E --:J ,,t';,"" .-6'-<I y' CONSTR. MATt.. (TYPE, GRADE, ETC.) I DESIGN I SOURCE OF MFGA. ENGINEER STRENGTH ,.-71c;t ,,,.; ,17 T //V DESCRIBE MAT'L (MIX DESIGN, RE-BAA GRADE. MFGA., WELD-ROD, ere., GENERAL CONTRACTOR ½ a, J /.I < r.--1,,v /J,.•l-f' ,t:> ,.d.,rJ<· //° /C ....I: ..:_ _,,--. ! ,:-: .. "?A· .... • CONTR. cllNO REPORTED WORK /'',,,;} ,:.,/ 1) so,, LAB. RECEIVING I TESTING CONSTA. MAn.. SAMPLES INSPEC· ARRIVAL DETAILED TION TIME. REPORT Of LOCATION OF WORK INSPECTED. TEST SMIPt.&8 TAKEN, WORK REJECTED, JOB PA08LEMS, PAOORESS, REMARKS. ETC. DATE DEPARTURE W0AI( INCLUOII Nf'OIINATDI MOUl'-MIOUff90,MAW.,ucfDOIIWCIIIIC ,IN'OMIIID.MWIII. nN I IDINl'.NO'I. O,TUTSMl'U!ITMC!N; llllUCT. I TIME INSPECTED CCNrflCTICNI (WILDI MADI, M.T. IOI.Tl TCll0UIDI CNICICIO: ITC. lo/r /n: ~Ci --1 '\.,.._,.,. /,./ / ;,r-4 ,":-,c.,,-.. / cl,,./ ,Jr I-;:._"? -,,,;_,,,./-? S ,,,, _...,,. //~<-"': ..... -c..;-/- I . / / / .:..°k.'J'c·-,,,, ,,.-.. &c;,.~.:,,.. ~r ,,.,,.,..;-//4, ... ,,.,-, ,:;;. /ozf .,..,A,'_) ..... _.,..~ .... ,· , \ / / // / ,/ ,•) ) /',:;e,., -✓ ,.:,.;,~..:.; <,-..... ,,,.... ~j ... c.~ .... ,,a I; / .S·;:;I .-.. <:...::: C:.,J"'""'•✓-~--,;'.-/ _,, __ ._.?" ~ _ _., -~ (,, / . ' /. _,,.-( -,.-," 7·-I _t:_,: A. ,-/4JT .,-1,(--:z..,i..-,.· "-• C. ,£_ ~ ( ,,,,,. .,.. •.✓;: ;'~'.f.,,,, .-• /-~ / I ,./,,/ /P -/021 ,.,,.,,,-,,£.,✓.:/ ;/ ''/ -/98✓ ~-'"..-•·· . .... .__ . ,).;;._,. _ ... ~-./,. ' _,.//::: ) / -/'}J< /C,27 .,,_,. /I ,, ;uJ ./ (..,.-,' . /0 3 I .•: // I' -/'781 //~ju INSPECTOR_..,,_ <::1--1. .!. ,0 ,,<?,.<!'£_,: I SK1NATUAE .,,4, L: d/ /,./. Do\TE IK1NE!VU /CJ IC f e&RT(ICATE N0.,)6',':" I ( (, <2 -A,,, NGn:AU. ...... _....__,. .... IYflllDAYWTNl-flCIWMIIITNl....,..,Dld'III. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otheiwise noted, substanUally complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work Inspected only and does nol constitute engineering opfn- ' --· ·-.... ·--· ---·--• GEOCON ll,l<,ORPORATED 696.0 FLANDERS DRIVE ■ 0 O GEOTECHNICAL CONSULTANTS 0 SAN DIEGO, CALIFORNIA 92121-2974 ■ TEL 18581 558-6900 ■• FAX 18581 558-6159 .. , FOUNDATION OBSERVATION REPORT PROJECT NAME:-:-Li:,~l:,,;.,'.J-7-:\isl\~"'- LOCATION: Lo--rS \'o'-l-\\JG ~ FOUNDATION LOCATION ('f b 'Id' c~112: s"' PE A-.:E I 91 DATE: -'-J.L'-'°"=--'=o'-c;---2-____ _ 1 not entire UI lnQ PLAN FILE NO. PERMIT NOS: 1.,,.0 -.-\ 13'-l -C SOS i "l <2, i Lo-r 1 Ss--rr,os-14'JO 0 ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : L,YT lo(:,-(Bos 1"185' □ CONVENTIONAL Lo-r-1'17 -(r!>o$ I '1'14 12( SUBSTANTIAL CONFORMANCE IE{ POST-TENSIONED • PURPOSE OF OBSERVATION li1: 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 13 Verify footings have been extended to an appropriate bearing strata D Other ---------------------~--------------- • APPLICABLE SOIL REPORT: TITLE· f-,,,._L 12;:,-r of -r,;:s--r,04,, r 0,-;;s,;: '½Jkn~...; S:117;:. (~y-1\p1d~ ~\:.:,....,p$-:>.J-f~~-r-A .\'),. "2.-, L0 -r-s lb-SY,1-11-1'17 1 • SOIL REPORT REC~MMENDATIONS BASED ON: C '" (.. s 131' ", 0,. Se rz.v, cE; s VvrV'-.l6i DATE: '1 · so ·0 '-/ l;i]' Expansion Condition l:!!I VERY LOW C'il:'"LOW D MEDIUM D HIGH 0 VERY HIGH ~ Fill Geometry Lo-r S \ ,',<j. -1 Sb·, ( p,..,, I.. ' Lo, 1'17 -(A-r 'JI:... 0 Other:--------------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS: ~ Footing Depth: J:i;t 12 Inches D 18 Inches D 24 Inches OTMER ------------ 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 D 6x6-6/6 D No.3@24Inches D No.3@18Inches !Sl:'.Post-Tensioned Slab Bedding Material and Thickness : _<S=A,..w::.::::1.-:,=---------Vapor Barrier: V' S.o v 1:cc-,J Foundation Width: ---------------------------------- • OBSERVATIONS: r;;J. Substantial conformance with Soil Reports (see "Purpose of Observation") D Substantial conformance with Foundation Plans. Identify: -------------------- D Other • COMMENTS: NOTE: IT IS ASSUMED THAT ALL FOOTING EXCAVATKJNS WILL BE QEANED OF LOOSE MATERIAL PRIOR TO PLAONG CONCRETE ANO THAT THE SOil MOISTURE CONTENT WILL BE MAINTAINED ..:---"~.J:r,..wi~A4'7~--; --PA_c Ir•(.., \:,\ot---1::. S DE -""1 \.\ ,.,_ e.-c, '-6 Tu o-J As~~ .S:u):ocf.L FIELD COPIES TO ~j,/ f 7 c:T'-c, GEOCON REPRESENTATIVE