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Home My WebLink About1387 SAPPHIRE DR; ; CB062169; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-27-2006 · Residential Permit Permit No: CB062169 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 10/27/2006 # Dwelling Units: Bedrooms: Project Title: 1387 SAPPHIRE DR CBAD RESDNTL Sub Type: Lot#: 2122500300 $508,044.00 Construction Type: Reference #: Structure Type: 4 Bathrooms: EMERALD POINTE-PLAN 3-4734 SF 844 SF GAR,122 SF DECK,62 SF PORCH SFD 3 VN CT020007 SFD 4.5 Status: Applied: Entered By: Issued: Inspect Area: Orig PC#: Plan Check#: Applicant: Owner: RWR HOMES 818 780-3334 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 STD #2 Fee STD #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 $1,802.05 $0.00 $1,171.33 $0.00 $0.00 $50.80 $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 SADDLEVIEW LL C 16461 SHERMAN WAY #350 VAN NUYS CA 91406 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee 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 ISSUED 10/28/2005 RMA Plan Approved: 10/27/2006 PC050110 $0.00 $160.00 $4,313.00 $1,578.27 $9,246.40 $0.00 $0.00 $0.00 $720.00 $0.00 $0.00 $182.00 $60.00 $78.50 $0.00 $0.00 $6,428.58 $0.00 $1,047.00 $0.00 $50,024.93 Total Fees: $50,024.93 Total Payments To Date: $50,024.93 Balance Due: $0.00 FINAL APPR VAL Inspector: r'1: (,,-&f,/4,. ~ Date: 0 9 I 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 OOES 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 hi h h v r vi I b n i n T . h h f limi i n h r vi I h i ~ Cltvol Carlsbad 113 Flnal Bulldlna Inspection ,/ Dept: Buildin9; Engineering . Planning CMWD St Lite Fire '. Plan Check#: Permit#: Project Name: Address: Contact Person: Sewer Dist: CB062169 EMERALD POINTE-PLAN 3-4734 SF 844 SF GAR, 122 SF DECK,62 SF PORCH 1387 SAPPHIRE DR Phone: CA Water Dist: CA Lot: Date: 11/22/2010 Permit Type: RESDNTL Sub Type: SFD 3 ·························································································································································· Inspected M ~ Date /lk!J,bO Approved: ~ Disapproved: By 3,5 tCVy/J}J Inspected: Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ..................................................................................................... , ....................................... , ............ , Christine Wauschek From: Sent: To: Subject: Attachments: Emerald Point Estates Michael Elliott [mikeelliott2@cox.net] Monday, November 22, 2010 11:12 AM Jason Goff; ken.kraemer@rwrhomes.com; Chris DeCerbo; Christine Wauschek; Janean Hawney; Peter Dreibelbis Emerald Point Estates 270E -Emerald Point Estates (Lot 3, 4)-lnsp1 .doc Project Number: CT02-07 Drawing Number: 430-SL Lot 3 -1387 Sapphire Drive -CB062169 Lot 4 -1383 Sapphire Drive -CB062121 Landscape review comments are attached. Approved -Permit cards for lots 3 and 4 were signed on November 22, 2010. Mike Elliott landscape architect 637 arden drive encinitas, ca. 92024 phone: (760) 944-8463 fax: (760) 944-8943 e-mail: mikee1liott2@cox.net 1 ~ w City of Carlsbad Bldg Inspection Request For: 01/18/2011 Permit# CB062169 Inspector Assignment: MC --- Title: EMERALD POINTE-PLAN 3-4734 SF Description: 844 SF GAR,122 SF DECK,62 SF PORCH Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: 1387 SAPPHIRE DR Lot: APPLICANT RWR HOMES Phone: 3 Inspector: -~M __ (.. __ Owner: LAND ACQUISITION MANAGEMENT L L C Remarks: CO MADE Total Time: CD Description 19 29 39 49 Final Structural Final Plumbing Final Electrical Final Mechanical Requested By: JEFF Entered By: JANEAN Act Comments ~-----------------t t,.r:zt k ;L------- -------------·-·-··---------------------------------- Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# PC050110 PCR07024 ISSUED EMERALD POINTE-REVISE TRUSS'S; PCR07150 ISSUED EMERALD ESTATES-REVISE PLAN 2; INCLUDING LOT 12 RETROFIT CHANGES PCR07178 ISSUED EMERLD POINTE-REVISE ALL PLN I; PERMITS FOR LOTS 1,2,7&8 (REMAINING LOl Inspection History Date Description Act lnsp Comments 12/13/2010 89 Final Combo PA MC MINOR PICK UP, OK TO RELEASE GAS 12/10/2010 89 Final Combo NR PD ILLEGAL SIGNS NOT REMOVED. RESET FOR 12-13 11/23/2010 89 Final Combo NR PD JEFF AT 619-948-4962 10/28/2010 92 Compliance Investigation PA MC WORK ON GOING 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 6MONTHS PER PETE 06/22/2009 92 Compliance Investigation PA MC SEND NON-ACTIVITY LETTER 01/11/2008 17 Interior Lath/Drywall AP RB 01/02/2008 17 Interior Lath/Drywall PA MC INT. DRYWALL ONLY, OK TO TAPE 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 Project Title: Emerald Pointe Estates -PTCC Phase: 1 Project Location: 1387 Sapphire Dr Architect: Mark W Kiner Engineer: Martin Permit No: CB06-2169 Contractor: RWR Homes Plan File No: Location In Structure: Lot: 3 Middle of PT Slab at Strong Wall Material Supplier: Superior Mix Designation: 8375P Admixture(s): 1 % Superior Set Time In Mixer: 72 minutes Air Content: Air Temp: 68 degrees F Truck Number: Samples Made By: JG Laboratory Number 0616929 Mark On Samples LOT3 Date Made 12/7/2006 Date Received 12/8/2006 Date Tested 12/12/2006 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 112740 Compressive Strength, psi 3990 Age Tested 5 Days Required 28 Day Strength, psi 2500 Fracture Type Slump Inches: Unit Weight Plastic/Dry, pcf: Concrete Temp: Ticket Number: Samples Tested By: 0616930 0616931 12/7/2006 12/7/2006 12/8/2006 12/8/2006 1/4/2007 1/4/2007 6.00 6.00 28.27 28.27 166700 163310 5900 5780 28 Days 28 Days 2500 2500 1 2 4.00 I 68 degrees F CN JO 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. Legend: Fracture Type -1; 2; 3; 4; 5; 6 Distribution: (1) City of Carlsbad -Building Inspection Department (1) RWR Homes, Inc. -Brendan Farrelly Reviewed By: ,.,..-----, ~- c---, Gordon T.M. Woodard RCE # 60481 <If IOIL & fllTING, INC = 0 .. ::; C u SOUT~ERN CALIFORNIA SOIL & TESTING, INC. G 3 21. 2 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 • Phone (619) 280-432 1 Fax (619) 280-4717 83-740 CITRUS AVENUE. SUITE G. INDIO. CA 92201 • Phone (760) 775-5983 Fax (760) 775-8362 : ;! :, 5: SCS&T FILE NO.· , .. · ~ ~~~ I .::--<-:. l:. (,.;, I C J )<'I I PL I I I NC I I I FIX I I PAGE I OF ' . . FIELD INSPECTION REPORT FOR: D REINFORCED CONCRETE D REINFORCED MASONRY D WELDING D FIREPROOFING -0 Q. C. CONCRETE D ROOFING I WATERPROOFING 'gj P.T. CONCRETE / STRESS D EPOXY ANCHORS D H.S. BOLTING D PROJECT TITLE:, • ~ -,, I PHASE #:/ DSA FILE NO.: ,A /, DSA APP. NO.: L--..,,,,t4>.:<rJ?..-i' I.,.,,, t ;1 ,r,:;, , . .,...,7 c.· ..'/:.(/:..' .., -PflOL'.~ / .. · (.~~-,/ PERMIT NO.: h~ ,...~_//~ ... " PlAN FILE NO .. / ' /~ ,,.4 ;_ 'c,.,,:;,,/ ;~/.-r,·->,_:/;-/ _ . · _., tr ,c:r ARCHITECT:~ ENGINEER: / 'jj--;JA:>· I.~ ,A. .- -~k I,,{/. . ,,. A/✓-'&"'~ GENERAL CONTRAc_Jo/: _..., ,1--/r~c;:, SUB CON~CT"1'; <~" .... ~ , . c.,e.; ..:-f,::; _ _)(-, // ./'<•' I V E t ,,,-~,...,--( ~ ... /> -1. ..t:">.~A I':: - ,.. • -3 LOCATION OF WORK INSPECTED: ·r·,:,,,' ._f.-., -, .. :~ ,:~ .... !~ • ~,1 ~·.=ec· t~ ,,,,...,_~,t--1.!:, #'?~-'.;G./~ /•' ~ • -'>,c;:; /' h6~.:.• ' i i MA~RIAL CLASSIFICATIO~/ /·-< .;,{&_· ._.·e:-:-, ... ,, # ?3' :-;; '/.""--l _.) "7'->i/? ,0-.,. /✓,),.(.../~(? //.·· . /.,. ),-' ,.J,:·,, q ' ,, " ~;;~L"-~/-, -... r • r / , .... •/ 7 I , ,'I;---k'. ./ / A"--✓. ·:>4·-=-•. , ·" .. ,z, -st ,.,,..,1 , ~ .,,.-.. : ,,_,,}/./ ~:. • ~ .,, -C--✓ .. ,,, -• .,I r / ,,.,, l-' DESCRIPTION OF WORK INSPECTED: TIME ARRl~D: .•· / TIME DEPARTED: DATE 01 ,,1.~! : //,-7-2/ /., 30 .,.. P.O. NO._· _________ _ ,~ •' .. ,,. , ::/,; A-/ ,,;..'i, .,-.·, ·-.,. .. • -~,, , • .-1• ~-,., -• =· 'i {. ,).,J::·~,:-~-.//:::,_; / ,('. ~~i .. ,,; l .s ':'· _,,., .. .. .,,,,,~~.~;,r-, ~44 y'.!:-/t,.' -, \( .... -''-' (, ,,.- t...J t:.? --n/c.... y .,.f-r';./-; --~' / .. -:¢.( .• ,,~ . !'...;,"-(" .. . , :,, .. _ .. ,/.-• .... ...-.2>>...-'? ;":~ ..,#-~ ye,-' ,, 1' , -, .. - ,_ .. ·-::~-,,,;:;~-c-3 / /'e-)J> / ,, ·,t·,1,(_._ ,.7•t. ... :.,, /,_ ~;, 4. .. j, ✓: ..;:''--t ,.-J ' / 1-1,,,,1~4 /-( .. '-;-r(:. L,4,,-4: 7 · -/-0 .;--;·-·/· ,,.. ./ ,I.... /,5-s"/ .,, -_;,,.. ..... •' ,,. •• -.,;<..-,;•? ,,, .::::> <.. .. ,. •. 1 ..(';. ,:,-:-•,. t,~·-;;.,.,,,,,,,,.,;..,c: ·-· r '· ., /'{,-,p;/ ( :-✓✓ Ii-:-.. ·:.:/.:"'-/ l -~~, ... r,, _")1"" ,, ..L~ .,,.../ I ".> /' . .,1,,,.-·!~·--7'~? ..... _ ... , . ·:.r✓ -'.:v; _,.,.~;,I ?, .. -" /";..-c~ .7~ , .. f ;,· ,/ ,, ,., / ..:..-;"". _;..,.,. ' ·'r., ,,,, .. , , . ,, ., ·-..... ,U ,,, ~-/-:;·:r ,,,. ... , . .,,.. ... _.,,,,,,,. -~ < . ~ ' -; ·7 -,, <.... ,.. , , ., -s. .. .1,-1' , .. :, -'41-!. .Y,,,-.~ ;,};,,,,, . .,~ ,-, .. .:; .. / "-->uf.,,. ;.'Y .'. q -y /4.;f-lr' 3 I ?"? -:1 f..~~ I (::-/,f;!,<;ilH; f), . / 1 5 · l"37'i ', . .r ,, (;, r?;('-~--. :·17 r., 't I P.E, REVIEW: UIIC I hereby certify lhol I have Inspected the above reported work. Unless not:~~:'t ; ..,,:""' Jl'I"'..,._ ,I,. -.: ')~,;.. >I ·:,,, the work Inspected Is to 111e best of my knowledge In compliance with the oppr , ,,,.. --specifications and appllco~~ons of the governing building lows. \.,,.,-,,1,r/. ; -;...~•~ttC'. } I ':) - Inspector lnltlals -' '7. INSPECTORS SIGNA~ ,, REGISffiATION NO. -/., { that I hove Inspected the above reported WOik In occordonce with the (.. I ' ,·' '/ .., -. ,, . DSA I hereby c?~~ a oved documents. Sampling and lestlng were conducted In I • / i • requirements ~h the r:'u,rements of the DSA approved documents. The wo1k inspected )SllPERINfeNOEi#.; SIGNATURE DATE occofdonce •signature oufhorizes tne o/:Xl0'8 work complies with the DSA approved documents . SCS&l 206 REV 2/06 Yes: No: inspector Initials: ., f'I '\,--.r-..lNi__, fNt~II\EH:li"-JC S:~"1V01'•1."i 1R'✓lh£ LOS 1~NCELfS R:VfR$1r)F )A~~ :.>IE::,( l !)P,Vf H."MMAR HA WllllMAN RAY MARTl~J CHUCK (AHR 1 O 1 i9 Huwn,..ker1i St San Dil:'go, C:A. •.n 1 ~: 1 1858! :>S8-4JOO PH 1/l~SJ S58-1414 f X www Hu..,sakcrSO.com lnfo@H•;nsaki-r<:D .Lorn HUNSAKER &ASSOCIATES , ·~ r November 29, 2006 City of Car!sbad Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 Re. Building Form Setback Certification Emerald Po,nte 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. Sincerely, Daniel P. Smith L. . 6854 Hunsaker & Associates San Diego, Inc, TS " ~ ~3291.?00l!;\l>,tll_d,">t woZ.))~001~ 1illi1201Mt-33AM SOIL & TMTtNG, INC• SOUTHERN CALIFORNIA SOIL & TESTING, INC. 51577 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 SCS&T FILE NO._· _lr"---'-/...;✓,_7.::.?_.:...L' -'-'--r;._;:;.:... __ P.O. NO._· _________ _ I C I I I PL I I I NC I I I FIX I I PAGE OF FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE 0 REINFORCED MASONRY 0 WELDING 0 FIREPROOFING D Q. C. CONCRETE 0 ROOFING / WATERPROOFING 0 P.T. CONCRETE / STRESS 0 EPOXY ANCHORS 0 H.S, BOLTING □ PROJECT TITLE: ?r~/IL/:J /?/' //'-/r I PHASE#: ) DSA FILE NO.; DSAAPR NO.: PROJECT ADDRESS ~/~(~j PERMIT NO.: PIAN FILE NO.: I, ---- ARCHITECT: ENGINEER: /.J<i??,✓ GENERAL CONTRACTOR: -., ..,..__) T2 I tt ✓Y7r SUB CONTRACTOR: <; V/.-,__.) <i rv /< LOCATION OF WORK INSPECTED: 3 ,/-, I r7-; MATERIAL CLASSIFICATION: .,/'.}</J/) /I ///~ ¾ ,,, 7,,.. /\/f//1,A/(" DATE ,~, DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: TIME DEPARTED: J / / /J/~ V//./C-£/ //18..P/, 7//1,,../ /")~ /'7 g /)/ I ~l/J/ ...,--.., A / r-/ .-,L' ;r;:; /);; /2 ), /)/, J~//b# 7hc./ / 17/'Jr J/...J? S /?F /; I ',Pt I I ~y /l~< -/ /rt-: /~,, /) R / )./-<;"//4A/ /~, ~/ //V I -/,J 5:/J ("" //£ ,..,..,,, /1//)/ c _,.>f / j .// /")/ # I 7 0 s I f51 f /i Pl I I 1c""t: .t/ 3 (/\c.(°? ;r:_ q ") I -,:C; ? (,ft I~/ 7 c 1,,/7,,(Z (~ P.E. REVIEW: 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 compliance with the approved plans, ...,-......--- speclficotions and oppllco5l'8 sections of the governing building lows. .I Inspector Initials INSPECTplS StG~URE ~~ REGISTRATION NO. DSA I hereby certify that I hove Inspected the above reported work In accordance with the requirements of DSA approved documents. Sampling and testing were conducted In -' VI/ accordance with the requirements of the DSA approved documents. The work Inspected •SUPERINTEND~~ SIGNATURE DATE complies with the DSA approved documents. •signature out11Cflzes me oba.te work Yes: No: Inspector lnltlols: SCS&T 205 REV 2/06 GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY FIELD REPORT ON OBSERVATION OF FOUNDATIONS DATE: ,'"tj 4-l -..(;_ TIME: ,.l4--1 > CLIENT : --~--=' '-C-'-----=~=----....:..<--=.c..;:..:....n-.;:_____;.,=---t-'¼=i---------JOB NO. c,-, '"\ I 6~ -----~~ .- PROJECT NAME: ----=~-'°''-'-..._.-'--._,:::....:..., :.......:.....:....._...;;__.:..._....:c.........:...._-l:...:t':.:....:.kc....:...;)'-------------- □ □ □ 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 friction piles listed below penetrated material for which 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 which the bearing values recommended in t he foundation report are applicable. The excavations were at least as large as specified on the Foundation Plans. The driven piles listed below were observed to be driven to the specified lengths and/or driving resistances to obtain the supporting capacities recommended in the foundation report. Based upon observations, it is our opIn1on that the foundation recommendations presented in the report of the foundation investigation, Job No. 't ! 1 • , , dated __ 4,.__ ______ (are)/(are not) applicable to the conditions observed. Foundation Plans by_1·.,_1 ____ ,_.i..-,-___,t.'---,----- dated I were used as a reference for our observations. -~~\,, .. ~ hf L,-k 7, 't: , ') L :.. c <' ~ (-o .JI,. .Lo .L. t '-.../-., ._ ~,,.~ t..,._ Vv ttvu '-J -~ c.. A-,1 V'-t..'-L ..i l 4..c_ ~ -~ :' ' -.# { (. ,I c::: l'I • -.__.. r. NOTE: 1. The observations reported above do not constitute an approval of foundation location, footing size or depth, reinforcement, or foundation design. 2. Loose, soft, or disturbed soils must be removed prior to placement 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 engineering practice. We make no other warranty, either express or implied. BY: -~--'--_tl_u_F-______ _ l 7 420 Trade St. San Diego, Ca. 92121 • (858) 549-7222 • FAX: (858) 549-1604 M99CS001128M 1/00