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Home My WebLink About1383 SAPPHIRE DR; ; CB062121; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-27-2006 Residential Permit Permit No: CB062121 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 1383 SAPPHIRE DR CBAD RESDNTL Sub Type: Loi#: SFD Status: 4 Applied: Valuation: 2122500400 $415,695.00 Construction Type: VN CT020007 Entered By: Occupancy Group: 10/27/2006 # Dwelling Units: Reference #: Structure Type: SFD Issued: Bedrooms: 4 Bathrooms: 3.5 Inspect Area: Project Title: EMERALD POINTE, PLN 2, 3842 SF Orig PC#: 705 SF GAR, 115 SF DECK, 104 SF PORCH,81 SF DECK,60 SF Plan Check#: Applicant: SADDLEVIEW LL C 16461 SHERMAN WAY #350 VAN NUYS CA 91406 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 $1,519.84 $0.00 $987.90 $0.00 $0.00 $41.57 $5,728.00 $0.00 $0.00 $0.00 $0.00 $14,070.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,188.00 D5/8 $201.00 $0.00 Owner: SADDLEVIEW LL C 16461 SHERMANWAY#350 VAN NUYS CA 91406 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 10/28/2005 RMA Plan Approved: 10/27/2006 PC050110 $0.00 $160.00 $4,313.00 $1,578.27 $7,565.65 $0.00 $0.00 $0.00 $720.00 $0.00 $0.00 $224.00 $60.00 $85.00 $0.00 $0.00 $6,428.58 $0.00 $1,047.00 $0.00 $47,917.81 Total Fees: $47,917.81 Total Payments To Date: $47,917.81 Balance Due: $0.00 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 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 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 i h r vi I Tl ·1 r h' whi h h of limi a i h I h rwi City of Carlsbad Bldg Inspection Request For: 11/23/2010 Permit# CB062121 Inspector Assignment: MC --- Title: EMERALD POINTE, PLN 2, 3842 SF Description: 705 SF GAR,115 SF DECK,104 SF PORCH,81 SF DECK,60 SF DECK Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: OWNER 1383 SAPPHIRE DR Lot: SADDLEVIEW L L C 4 Phone ~(q tj't{f {f(pz_ lnspectort/ / Owner: LAND ACQUISITION MANAGEMENT L L C Remarks: A M PLEASE Total Time: Requested By: JEFF NORTON Entered By: CHRISTINE CD Description Act Comments 19 Final Structural ~ 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# PC050110 lns(lection Histo!:)I Date Description Act lnsp Comments 10/28/2010 92 Compliance Investigation PA MC WORK ONGOING 06/22/2010 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE METER 05/04/2010 19 Final Structural PA MC OK TO EXTEND PERMIT PER WILL FOSS, PROJECT FINANCING IS STILL PENDING 01/06/2010 19 Final Structural PA MC OK TO EXTEND PERMIT 6 MONTHS PER PETE 06/22/2009 92 Compliance Investigation PA MC SEND NON-ACTIVITY LETTER 12/11/2007 82 Drywall/Ext Lath/Gas Test AP PD 12/06/2007 16 Insulation AP MC 12/03/2007 14 Frame/Steel/Bolting/Welding AP MC 12/03/2007 24 RoughfTopout AP MC RE-CK 3IN DRAIN@ JR. MSTR BATH AT TUB 12/03/2007 34 Rough Electric PA MC CEILING ONLY, COMPLETE BOXES & ROMEX AT NAILS 12/03/2007 44 Rough/Ducts/Dampers AP MC 11/09/2007 13 Shear Panels/HD's AP MC NEED RFI FOR TITEN AB S 3X SILLS City of Carlsbad Bldg Inspection Request For: 09/12/2007 Permit# CB062121 Inspector Assignment: MC Tille: EMERALD POINTE, PLN 2, 3842 SF Description: 705 SF GAR,115 SF DECK,104 SF PORCH,81 SF DECK,60 SF DECK Type: RESDNTL Sub Type: SFD Phone: Job Address: 1383 SAPPHIRE DR Suite: Lot: 4 --- Location: Inspector: _.._tJ'--'-(.._-'---- APPLICANT SADDLEVIEW L L C Owner: SADDLEVIEW L L C Remarks: UNDERGROUND INSPECTION Total Time: Requested By: NA Entered By: CHRISTINE CD Description Act Comments 21 Underground/Under Floor Af' ~ U-\Jl::S,EP ½4L ,J,4 ~ 22 Sewer/Water Service 1 l fe>l:ffli-J, 1.q y---+------- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC050110 lns~ection History Date Description Act lnsp Comments 09/04/2007 21 Underground/Under Floor NR MC 12/12/2006 22 Sewer/Water Service AP MC BUILDING SUPPLY ONLY 12/11/2006 22 Sewer/Water Service NR MC 12/07/2006 11 Ftg/Foundation/Piers AP MC RECEIVED PT, SOILS & BLDG FOOTPRINT REPORTS 12/07/2006 12 Steel/Bond Beam AP MC 11/21/2006 21 Underground/Under Floor AP MC WASTE ONLY 11/21/2006 22 Sewer/Water Service AP MC SEWER CONNECTION ONLY ~ CllV DI Carlsbad m Flnal Bulldlna Inspection Dept: Building Engineering Planning CMWD St Lite Fire Plan Check#: Date: Permit#: CB062121 Permit Type: Project Name: EMERALD POINTE, PLN 2, 3842 SF Sub Type: 705 SF GAR, 115 SF DECK, 104 SF PORCH,81 SF DECK,6 Address: 1383 SAPPHIRE DR Lot: 4 Contact Person: Phone: Sewer Dist: CA Water Dist: CA 11/22/2010 RESDNTL SFD , o '" 11111111111 '"'" "'"," ""'"'"' "' 1111110111111111111111 "'" "'" ""'" 0" 11111111 I'""'"""',■ I Ill Ill II 1111111111101 "' "" 0" I llnll II I IO Inspected /J __ , By fU',6 :{w,,.,,f 1 Date Inspected: Inspected Date ApprovedX--Disapproved: By: __________ Inspected: _____ Approved: ___ Disapproved: __ Inspected Date By: Inspected: _____ Approved: ___ Disapproved: __ . ' .. ' ............... ' ................................. ' ........................................................... ' ......... ' ....... ' .......... ' ..... ' .. ' .. Comments: /Ji> ,1:()/J¾SS $,ave, L, OIi) LVM /bL Ct lY tJ/-{,nu{d,ttJ ave rNQ?c,/NC .J)7f--rV(?,'.P:tQS SOIL a 11S11NO, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (61 9) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUlTE G, INDIO, CA 9220 I • Phone (760) 775-5983 Fax (760) 775-8362 69091 I //.,. -SCS&T FILE NO.·-0 __ ..., __ , ... e_k ..... l...._,-, ___ _ ' P.O. NO._· _________ _ - I C I X I I PL I I I NC I I I FIX I I PAGE L OF l FIELD INSPECTION REPORT FOR: D REINFORCED CONCRETE D REINFORCED MASONRY D WELDING D FIREPROOFING b Q, C. CONCRETE D ROOFING / WATERPROOFIN~ 0 P.T. CONCRETE / STRESS ¥. EPOXY ANCHORS O H.S. BOLTING □ PROJECTrE: I PHASE #; DSA FILE NO.: DSA APP. NO.: ·-->N,. f ~-f'l ?i. t' .. f;\,-t: r_, PllOJ!cCl ~<ESS P!:R.!i1NO.: PLAN FILE NO.: ..;) ,-, <:.. (,; \ t\1> \ _..><_ o_ r,e\ vJ ARCHITEC\-, , J ENGINEER: I ~ It--" r::. .... )\.. '"" rv· ... r,,,1 >I __, \-J P...1.. ,, r) , -r? K t:-~:1 -:t: t....\( GENERAL CONTllAK . ' SUB CONmACTOR: I O, ..Ji"'_, ',\ ,R_ ~ r•:1f\.t,v _ ". \ ' < \ \, 'o"/ LOCATION OF WORK INSPECTED: MATERIAL CIASSIFICATION: .._ DA~ / I DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: -ti 1, 0-1 7 f -~\ I ~ IAA i , ) .,, r )c r-, .... 1 ) .\.· '-f-..1' ... l,~ (',_tt ('\ f f r-7 1Jn> t~,<l... ... " \_..)1\\, \r.\ ~ C__., -t \ ,Lo D ,~, f -~ \ I t\~ A.I \~ .,, \ I .\\,'\ fl . r • Lr"' ' (' \Z-1-.....oS \ (c:_ \ 1, J ')i ,J ~ ) .>-~,-; ;--. ~-?,....J. ..__, LcT "t\--\ "L -\.,/ -:,\...f"(.; ) "-,\ , I I z < .;Af \ \ tL . , r-~\-, ... > .. v I ' (I I 7_ .... ft+. t .l ' ' ~,. \.~'""'rt·~, I , ~ C}) r.,.. (_ .JZ.1..1 - I \ t--\-~ ... ...,. L -' ') _., I r' ) ., ~r, ' ,::i-t Lf'~b, ""•~' '?_ -~ ... (✓ "".r .;, " T", • I' II r-.. \\--;_; I ~ --'· ~ ~ :2-~ -, I -,r-,._,v Q.: ' '~ll· )I; ';;:£"; :r -7l r ?_-t r r ,{ __ }•-( i ·-'> / K --"j{ ~Jr-~ N\q.,~) P.E. REVIEW: UBC I hereby certify that I have Inspected the above reported wor1<. Unless noted otherwise, y·( I (Y the work Inspected 1:~ best of my knowledge In compliance with the approved plans, specifications and a c?'le sections of the governing building lows. ~ (f , 1 I r., \ , , .. -· -· Inspector Initials • ~ INSPECTORS SIGNATURE REGISTRAnbN NO. -I DSA I hereby certify that I have Inspected the above reported work In accordance with the I ,,. ' requirements of DSA approved documents. Sampling and testing were conducted In -.... I I I ' accordance with the requirements of the DSA approved documents. The work Inspected •SUPERINTENDENTS SIGNATURE DATE complies with the DSA approved documents. Yes: No: Inspector Initials: •s1gnoture ovltlorlzes tne obo\18 work SCS&T 205 REV 2,IJ6 7 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 (6x12) Compressive Strength Test Report File Number: 0612226 Pro1ect Title: Emerald Pointe Estates -PTCC Phase: 1 Project Location: 1383 Sapphire Dr Architect: Mark W Kiner Engineer: Martin Permit No: CB06-2121 Contractor: RWR Homes Plan File No: Location In Structure: Lot: 4 South Side of Slab 15 Feet From South East Corner Material Supplier: Superior Mix Designation: 8367P Admixture(s): Fly Ash, Pozz Time In Mixer: 49 minutes Slump Inches: 4.50 Air Content: Unit Weight Plastic/Dry, pcf: I Air Temp: 67 degrees F Concrete Temp: 67 degrees F Truck Number: 286 Ticket Number: 62218 Samples Made By: JG Samples Tested By: CN Laboratory Number 0617016 0617017 0617018 Mark On Samples 12/8 Date Made 12/8/2006 12/8/2006 12/8/2006 Date Received 12/11/2006 12/11/2006 12/11/2006 Date Tested 12/18/2006 1/5/2007 1/5/2007 Diameter, Inches 6.00 6.00 6.00 Area, Square Inches 28.27 28.27 28.27 Maximum Load, Pounds 116360 149960 143670 Compressive Strength, psi 4120 5300 5080 Age Tested 10 Days 28 Days 28 Days Required 28 Day Strength, psi 2500 2500 2500 Fracture Type 2 1 Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM 09 standards. This agency makes no other warranties express or implied. I Legend: Fracture Type -1; 2; 3; 4; 5; 6 Distribution: Reviewed By: (1) City of carlsbad -Building Inspection Department (1) RWR Homes, Inc. -Brendan Farrelly Gordon T.M. Wperdard RCE # 60481 ' SOIL • TISTI .. G, INC & SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6 3 21 1 6280RIVERDALESTREET. SAN DIEGO, CA92l20 • Phonc(619)280-4321 Fax(619)280-4717 83-740 CITRUS AVENUE. SUITE G, I D10, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 SCS&T FILE NO.· j &, / 7 "Z'.2 fo P.O. NO._· _________ _ I C I I I PL I I I NC I I I FIX I I I I PAGE OF I FIELD INSPECTION REPORT FOR: D REINFORCED CONCRETE D REINFORCED MASONRY D WELDING D FIREPROOFING D Q. C. CONCRETE D ROOFING / WATERPROOFING gj P.T. CONCRETE / STRESS D EPOXY ANCHORS D H.S. BOLTING D PROJECT TITlE: ~~1,J1'r I PHASE II> DSA FILE NO.: DSA APP. NO.: ~A"frr< 4 /~ t --, PROJECT ADpRESS .., PE~MIT NO.: he,..,,,_,,. PIAN FILE NO.: ,.A L-' -/ .,,../; I ,(/~, , c ,.,/ /e ., ./ , -~.,, ARCHITECT: A✓-' uJ ENGINEER: • ~~A ., 1'/'C' k. J .,_,,, -... , I ,.., .... GENEAAL CONTRACTOR: -R I SUB CONTRACTOR: /.:.A. , ,, ~-;, . /\ k. J,.,-;,,,1-1 / ..,. I ·-::--, ,~.Kr_,,,/. ,..,4", LOCATION OF WORK INSPECTED: -r· , -· 7)L <--:, < ..,. .. ,,,,~,,. ..... ,I ,{ ' .,,. MATERIAt CLASSIFICA)lON: i.-rJ, ,,. ,-;::,,_,<..-;:;,. I I ~ " ~ ~ le / ,,.>,,.,. ~, -,,, ,~ ,.; ~ /, -.. ,.. ~ ..... ,,,.., DATE I DESCRIPTION OF W,ORK INSPECTED: TIME ARRIVED: _,. ,._,,, TIME DEPARTED: ;-ti/: 71 7-dt: ~ . I -< .,,. Or; .. ,, f /.!, :;,,,, • ..,~,,/ .,/---, f r.._. A'·r. -T PF✓-;)-1:..f/',._ ~ ,.,.: , _) .,.. r,._,:.... ;!"",r /v,(:,r../ ' ./ . / ,,-,.v ✓,..,, .;, _.-; r._· ./,:Y.,..,. ::,. _, "::-"/ , _,,.. ,..,~~ ✓ ,,_/,,; I , , -· ,._/A' .J· -~ ' .... , ,. ,,~ / .,_ /: / . ,,-·-,, ,._.,.:. 4 ... ..J -r -;:; a ·" I -•-.,., .-/.-,:; ,,.;'~-., -1,-... ~ 1;:, 1-<~-~,.. / ., , , -/ Vt.,/°' ,-; ,,. ,,.,,.✓ , ' / ' > '_,.,,-,.,,..._T,4" ,I, ~ ·.,;,, · 1,•1 i, , ·r #..,:';J/">-r .,/ / i>'l.X• ~J , --?'g..> ,,{;/-# 47' ,.~ t;:- -....-../~ i -, • ,, J;:JJ'. , ,·-,...,,.,."', "I' /::,.,?,. , I (L? ... ,..,,, • _,'~":, .> _, ..,, I P.E. REVIEW: UBC I hereby certify tnat I hove Inspected tne above reported woo. Unless noted otherwise, the wol1( inspected Is to the best of my knowledge In compliance wtth the approved plans, ..... ~.;._,., ,--specifications and appllcq_ble sections of the governing building lowS. --~. -, -.•. Inspector Initials ., INSPSC!ORS SIGNATURE l'IEGISlllAIION NO. DSA I hereby certify tnot I hove Inspected the above reported work In accordance with the ,I •• ., ,,,, requirements of 0SA approved daeuments. Sampling and testing were conducted in •SlJ>ERINTENDENTS SIGNATURE DATE accordance witn tne requirements of the 0SA approved documents. The WOik Inspected complies wltn tne 0SA approved documents. 'signature outhOrlzes the otx,,,e wo,k Yes: No: Inspector lnitiolS: scsar 205 REV 210o SOIL a TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6 3 214 6280 RIVERDALE STREET, SAN DIEGO. CA 92120 • Phone (619) 280-4321 Fax (619) 280-4717 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 /y'·• /-?-,...,,. ./ SCS&T FILE NO.· l-:-!:f:: ' ,:~G u,:, P.O. NO._· _________ _ C PL NC FIX PAGE / OF / FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE O REINFORCED MASONRY O WELDING O FIREPROOFING Q. c. CONCRETE O ROOFING I WATERPROOFING ~ P.T. CONCRETE I smess D EPOXY ANCHORS O H.s. BOLTING O __ _ PHASE#: DSA FILE NO.: OSAAPP. NO.: I PIAN FILE NO.: PERMIT N<;'/ .J_ / L/.:-, lc--i"" , ' ,, . ENGINEER: ESCRIPTION OF WORK INSPECTED: TIME ARRIVED: UBC I hereby certify that I hove inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compllonce with the approved plons, specifications ond appllcat,~ seotions of the governing building laws. Inspector lnltiols , L, (-? DSA I hereby certify that I have Inspected the above reported work In accordance with the requirements of DSA approved documents. Sampling ond testing were conducted In accordance with the requirements of the DSA approved documents. The work Inspected complies with the DSA approved documents. Yes: __ No: ___ Inspector Initials: I , P.E. REVIEW: ;· .,, -A<'...--- INSPECTO!lS SIG~ •' /' I "''!_,,,,Y ...,. . I /Iv •SUPERINT~N~r;iis SIGNATURE ,, •sfgnoture o/.ni,o,1zas me above work I Z · :1-o(e DATE SCS& T 205 REV 2/00 PLANNING ENGINEERING SURVEYING IRVINE LOS ANGELES RIVERSIDE SAN DIEGO HUNSAKER &ASSOCIATES S A N D I E G 0, I N C. November 29, 2006 City of Carlsbad Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 Re: Building Form Setback Certification Emerald Pointe Estates Carlsbad Tract 02-07 Drawing No. 406-3A Lots 3 through 6 and 10 through 13 Dear City Inspector: Please be advised the building foundation forms are in conformance with the precise grading plans as to horizontal and vertical location. The building setbacks were measured in relation to the property lines and were found to be in conformance with the approved precise grading plans for this property. DAVE HAMMAR LEX WILLIMAN ALISA VIALPANDO DAN SMITH RAY MARTIN CHUCK CATER 10179 Huennekens St. San Diego, CA 92121 (858) 558-4500 PH (858) 558-1414 FX www.HunsakerSD.com lnfo@HunsakerSD.com Sincerely, a .. ~ Daniel P. Smith ~-6854 Hunsaker & Associates San Diego, Inc. TS :ts k:\2339\200e\b49.doc wo 2339-0018 11/29/200tl 9:33 AM GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS DATE: _______ _ TIME: j ' CLI ENT: __________________ _ JOB NO. PROJECT NAME: _________________________ _ PROJECT ADDRESS: □ □ □ □ The footing excavations listed below were bottomed on material for w hich the bearing values recommended in the foundation report are applicable. The cast-in-place drilled fricti on piles listed b elow penetrated material for w hic h the allowable supporting capacities recommended in the foundation report are applicable. The piles were excavated to diameters at least as large as specified and the excavations extended at least to the depths indicated on the Foundation Plans. The excavations for the cast-in-place belled piers listed below were bottomed on material for whic h the bearing values recommended in the foundation report are applicable. The excavations were at least as large as spec ified on the Foundation Plans. The driven piles listed below were observed to be d ri ven to the specified lengths and/or driving resistances to obtain the supporting capacities recomme nded in the foundation report. Based upon observations, it is o ur op1n1on that the foundation recommendations p resented in the report of the foundation investigation, Job No. 1 1">'1 , dated 4 7 (ar,e)/(are not) applicable to the conditions observed . Foundation Pl ans by_',._ _____ ... _________ , ' dated __________ were used as a reference for our observations. " - \ ~ .... "f ., '2 , 't ~ (_ •I~ ,,_,. l ' . ' . "- {\, • ,r F \.. ~ \,< ;·' • u ~ l ( • C ~ ✓ ~ I c- NOTE: 1. The observatio ns reported ab ove do not constitute an approva l of fou ndation location, footing size or depth, reinforcement, or foundation design. 2. Loose, soft, or disturbed soils must be removed prior to p lacement of reinforcement or concrete. 3. The opinions and recommendations presented in this report were based upon our observa- tions and are presented in accordance with generally accepted professional en gineering practice. We make no other warranty, either express or implied. I' BY: ___________________ _ 7420 Trade St. San Dieqo, Ca . 92121 • (858) 549-7222 • FAX: (858) 549-1604