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HomeMy WebLinkAbout2335 KYANITE PL; ; CB073153; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-08-2008 Residential Perm it Permit No: CB073153 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 05/08/2008 # Dwelling Units: Bedrooms: Project Title: Building Inspection Request Line (760) 602-2725 2335 KYANITE PL CBAD RESDNTL Sub Type: 2132802300 Lot#: $397,455.00 Construction Type: Reference #: SFD 53 VN CT04-16 1 Structure Type: SFD 3 Bathrooms: 3.5 VIRIDIAN-LA COSTA GREENS-PHS3 PLAN 2: 3688SF LIV -687 SF GAR • 104 SF DECK • 130SF Owner: Status: Applied: Entered By: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 12/20/2007 JMA Plan Approved: 05/08/2008 PC060023 PC07-82 Applicant: ANDREA ESPINOZA DAVIDSON GREENS NORTH 144 LL C C/O DAVIDSON GREENS NORTH 144, LLC 1302 CAMINO DEL MAR DEL MAR, CA 92014 858-259-8500 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 $1,597.53 $0.00 $1,038.39 $0.00 ($83.07) $39.75 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,423.00 D5/8 $0.00 $0.00 1302C CAMINO DEL MAR DEL MAR CA 92014 858-259-8500 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: $24,586.91 Total Payments To Date: $24,586.91 Balance Due: Inspector: Date: Cleara~ce: $0.00 $160.00 $4,492.00 $3,618.63 $7,233.68 $0.00 $0.00 $0.00 $750.00 $0.00 $0.00 $174.00 $60.00 $103.00 $0.00 $0.00 $0.00 $0.00 $1,980.00 $0.00 $24,586.91 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, ri 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 in1ormation with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar ;:my 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 i h h i I City of Carlsbad Bldg Inspection Request For: 06/09/2009 Permit# CB073153 Inspector Assignment: JM Title: VIRIDIAN-LA COSTA GREENS-PHS3 Description: PLAN 2: 3688SF LIV -687 SF GAR -104 SF DECK -130SF COV. PORCH --- Type: RESDNTL Sub Type: SFD Phone: 8583348205 Job Address: 2335 KYANITE PL Suite: Lot: 53 Location: Inspector: OWNER DAVIDSON GREENS NORTH 144 LL C Owner: DAVIDSON GREENS NORTH 144 LL C Remarks: ----- Total Time: Requested By: ROBERT Entered By: CHRISTINE CD Description 19 Final Structural Act Comments { £;:_ 6k,, ~ 29 Final Plumbing 39 Final Electrical 49 Final Mechanical ---· -- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC060023 lns(2ection Histo!Y Date Description Act lnsp Comments 01/28/2009 39 Final Electrical AP JM OK TO RELEASE ELC METER 09/26/2008 82 Drywall/Ext Lath/Gas Test AP JM 09/18/2008 16 Insulation AP JM 09/16/2008 84 Rough Combo AP JM 08/28/2008 13 Shear Panels/HD's AP JM 08/27/2008 13 Shear Panels/HD's AP JM MISSING SHEAR 1 ST FLR @ COURTYARD 08/04/2008 15 Roof/Reroof AP PC 06/20/2008 11 Ftg/Foundation/Piers AP JM UFER OK 06/04/2008 21 Underground/Under Floor AP JM BWV 06/04/2008 22 Sewer/Water Service AP JM Christine Wauschek From: Sent: To: Subject: Attachments: Michael Elliott [mikeelliott2@cox.net] Tuesday, June 02, 2009 11 :23 AM Janean Hawney; Christine Wauschek; Meghan McKillop; Michele Masterson; Peter Dreibelbis Villages of La Costa, La Costa Greens 1.06 302P -Villages of La Costa, La Costa Greens 1.06 (Lot 53) -lnsp1 .doc Villages of La Costa, La Costa Greens 1.06 Project Number: CT04-16 Drawing Number: 427-71 Lot 53 -2335 Kyanite Place-CB073153 Landscape inspection comments are attached. Approved -Permit card was signed on June 2, 2009. 1 F!!;I CIIY or Carlsbad l13 Rnal Bolldlna Inspection n r JUN -2 2009 Dept: Building Engineering Planning CMWD St Lite Fire Plan Check#: Permit#: Project Name: PC0?-82 CB073153 VIRIDIAN-LA COSTA GREENS-PHS3 . 'I Date: 06/02/2009 Permit Type: RESDNTL Sub Type: SFD PLAN 2: 3688SF LIV -687 SF GAR -104 SF DECK -130S Address: 2335 KYANITE PL Lot: 53 Contact Person: Phone: Sewer Dist: CA Water Dist: CA .......................................................................................................................................................... lnspectec_ bA:tos Date t,;; (e>'j_ Inspected: Approved: >< Disapproved: __ By: ni<(s. I Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Comments: _______________________________ _ ·w· CHR.ISTIAN WHEELER. DAILY REP O RT P reject Name Project Address Contractor Subcontractor 0 Reinforced Concrete 0 Shop Welding J/1.0 5 ;/) ,,,,,) ,Kl Pre-Stressed Concrete 0 Field Welding Moteri~t: -. \ ' € A/ ,-,., ,A.) .5 · () 1//_j, Weather: Date Time Arrived: ENGINEER I N G Time Departed: Project# Permit# Architect Engineer 0 Reinforced Masonry 0 Fireproofing . / / Unless noted otherwise, the woric observed is, to the best of my knowledge, in compliance · Plan File# 0 Epoxy Anchors □--------- I /) ?~ Hours Charged: i 1 - '·, 4925 Mercury S treet ♦ San Diego, CA 92111 ♦ 858-496-9760 ♦ FAX 858-496-9758 fll./\NNINC ENGINEERING SURVEYING HUNSAKER &ASSOCIATES S "'-N O I E Ci 0, I N C. IRVINEJ 16 2 LOS ANGF.LES une ' 008 R:1vERSIOE SAN Ol~GO ARl20NA City of Carlsbad Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008 Subject: Civil Engineer's Project: Certification of Building Form Title; Dwg; Tract: Lots; La Costa Greens Neighborhood 1 .Oli 427-7A CT 04-16/04-14A 51 through 59 Lo, 5"3 Please be advised the building foundation forms are in cc nformance with the precise grading plans as to horizontal and vertical location within one tenth of a foot. ! DAVE HAMMAR Ll:X Wll,LIMAr-,1 ALISA VIALPANDO DAN SMITli RAY MARTIN CHUCK LATER 9707 Waples Street 5:m □lu~o.CA 92121 (8501558-<1500 l'H (8'.:i0)55B-14l4 FX www.l-lu1,:.,1L;,•rSl.),1.:11111 l11(f)@t-11.1ns:ikerSf'.i.cn1n cOO/cOO It] L.S. 6854 Hunsaker & Associates San Diego, Inc. OS "80SSY PUB Ja~esun~ l,C:l•~~ K \:l~l)~l:.:!C!Jll\Lln due~ ~.Cl. 2:l8'1·22 e/1a/2008 7.i3 ,o,M t,I bl QCCQCOI V\..'.J or: C-1 0/'\/'\7 /r-, /nr, Lo, 53 GEOCON 0 GEOTECHNICAL CONSULTANTS 0 6960 FLANDERS DRIVE ■ SAN DIEGO, CALIFORNIA 92121-297 4 ■ TEL (8581 558-6900 ■ FAX (8581 558-6159 ~ FOUNDATION OBSERVATION REPORT INC0RP0RA'l'ED PROJECT NAME: ____,_Th-'--'--'~'--'G..,1.c.,/-'-ece,cc .. '-'--"'.$~-'--' ,~0'-"'6~-.__.1_,')q,,__,,_y,,,1,1,.c,IL.,..,,-..-'------PROJECT NO. fJ (,,,f CJ-5 -Z -l ~ LOCATION: ~lt.-1_f_.,,;~5.,,.....,l,~5,-'-2~h~i~5c>--~),,__ ______ _ DATE: ~/19/of FOUNDATION LOCATION l'f 1 no en ire Ul mg t' b 'Id' } PLAN FILE NO. PERMIT NOS: 1,t ,, c. eo,31 9A 0 ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE: 5 2,.. CJo,319& ~VENTIONAL POST-TENSIONED 53 C i3o7-s 15:J ~UBSTANTIAL CONFORMANCE • PURPOSE Of OBSERVATION 10'verify soil conditions exposed are similar to those anticipated ~ify footing excavations extend to minimum depth recommended in soil report D Verify foundation reinforcement complies with minimum recommended in soil report D ~fy slab reinforcement, sand bedding and moisture barrier comply with llil"'Verify footings have been extended to an appropriate bearing strata minimum recommended in soil report D Other ~ rt ('p t7r7 T( • APPUCABLE SOIL REPORT: • SOIL REPORT RECOMMENDATIONS BASED ON: D Expansion Condition 0 VERY LOW 0 LOW ~EDIUM 0 HIGH /V.!}f!f) I Ob 3/IJ /J I I 0 VERY HIGH D Fill Geometry--··',.,,..,._____ _______________________________ _ D Other:--------------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS: H ~ Z-2, ,, 0 Footing Depth: 0 12 Inches O 18 Inches □ 24 Inches OTHER _____________ _ Footing Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&B ~st-Tensioned OTHER:-~---- Interior Slab Reinforcement: D 6x6-10/10 D 6x6-6/6 D No.3@24Inches D No.3@18Inches ~st-Tensioned Slab Bedding Material and Thickness : --------------Vapor Barrier : Foundation Width: ------H---',.,fr)-,-,..-----~-------------------- • OBSERVATIONS: D Substantial conformance with Soil Reports (see "Purpose of Observation") D Substantial conformance with Foundation Plans. Identify: --~.,.._.l/c,¢4(,,..,,.,. ... , 9,-i1--~t:,..__,;/'--filJ,.'D,__1,_{p.,_.7<------- D Other • COMMENTS: #"'· ,4~ 1,, b.z.-C (,e4,-.,, e d /; , 1 ;,-/ ii;, u I e (, J ,::;,..,. ,:,u.d. I NOTE IT IS ASSUMED THAT All FOOTING EXCAVATIONS Will BE OEANED OF LOOSE MATERIAL PRIOil. TO PLACING CONCR~~~T 7 SOIL MOISTURE CONT™T Will BE MANTAINED f , ✓/ 1~P~/ ( ;),#Ai/)r--) ,/,;, c.'./~~ A-t,, ;;,.,#/ RELD COPIES TO p GEOCON REPRESENTATIVE . ·-~-·-------···---------- w CHRISTIAN WHEELER. ENGINEElllNG COMPRESSIVE STRENGTH TEST RESULTS Job Name: La Costa Greens Job#: 2070085 Job Address: 2335 Kyanite Pl. Penni!#: CB07-3153 Plan File#: Contractor: Davidson Communities Architect: Dahlin Arch, Subcontractor: Verdugo Concrete Engineer: Waddell Eng. Test Location: Lot 53, P.T. slab Supplier: Hanson Req. Strength: 4500 psi Mix#: 4533500 Date Sampled: 6-25-08 Admixture(s): Date Received: 6-26-08 Truck#: 556 Ticket#: 263105 Sampled by: RSR Mix Temp: 81° Air Temp: 76° Tested by: NS Slump: 5" %Air: Sample Type: 4"x8" Min in Mixer: 59 Unit Wt: Sample# Date Tested Age (days) Area (sq. inches) Maximum Load Comp. Strength Failure Type (lbs) (psi) 96379 7-7-08 12 12.566 63,500 5,050 96380 7-23-08 28 96381 7-23-08 28 The sampling, hanclhng, cunng and compressive strength testing were performed by Chnstian Wheeler Engineering m accordance with the applicable ASTM standards. No other warranties express or implied. Distribution: (2) Davidson Communities (1) Suncoast Post-Tension L.P (1) City of Carlsbad (1) Supplier Michael B. Wheeler, RCE #45358 4925 Mercury Street ♦ San Diego, CA 92111 ♦ 858-496-9760 ♦ FAX 858-496-9758