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HomeMy WebLinkAbout1395 SAPPHIRE DR; ; CB072719; Permit11-09-2011 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB072719 Building Inspection Request Line (760) 602-2725 Job Address' Permit Type. Parcel No' Valuation Occupancy Group' 11/14/2007 # Dwelling Units' Bedrooms. Project Title. Applicant' SADDLEVIEW LLC 1395 SAPPHIRE DR CBAD RESDNTL Sub Type: SFD 2122500100 Lot#' 1 $393,999 00 Construction Type: VN Reference #: CT020007 1 Structure Type: SFD 3 Bathrooms: 3 5 EMERALD POINTE-PHS 2-PLN 1ALT1 3646 SF,661 SF GAR,161 SF DECK,205 SF PORCH PLAN (1 ALT 1)-REVISED-SEE PCR07178 Status. Applied. Entered By Issued: Inspect Area: Ong PC#. Plan Check # ISSUED 10/03/2007 RMA Plan Approved: 11/14/2007 MC PC050110 PCR07178 Owner. SADDLEVIEW LLC 16461 SHERMAN WAY #350 VAN NUYSCA 91406 16461 SHERMAN WAY #350 VAN NUYS CA 91406 Building Permit $1,584.09 Meter Size Add'l Building Permit Fee $0 00 Add'l Reel Water Con. Fee $0 00 Plan Check $1,029.66 Meter Fee $160.00 Add'l Plan Check Fee $0.00 SDCWA Fee $4,492.00 Plan Check Discount $0.00 CFD Payoff Fee $2,064 71 Strong Motion Fee $39.40 PFF (3105540) $7,170 78 Park in Lieu Fee $5,728 00 PFF (4305540) $0.00 Park Fee $0 00 License Tax (3104193) $0 00 LFM Fee $0.00 License Tax (4304193) $0 00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $750 00 Other Bndge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $14,590.00 Sidewalk Fee $0 00 BTD #3 Fee $0.00 PLUMBING TOTAL $182 00 Renewal Fee $0.00 ELECTRICAL TOTAL $60 00 Add'l Renewal Fee $0.00 MECHANICAL TOTAL $46 00 Other Building Fee $0.00 Housing Impact Fee $0 00 HMP Fee $0.00 Housing InLieu Fee $0 00 Pot Water Con Fee $3,423.00 Housing Credit Fee $6,428.58 Meter Size D5/8 Master Drainage Fee $0.00 Add'l Pot Water Con Fee $0.00 Sewer Fee $1,058 00 Reel. Water Con. Fee $0 00 Additional Fees $0 00 Green Bldg Stands (SB1473) Fee ?? Fire Sprinkler Fees ?? Green Bldg Stands Plan Chk Fee ?? TOTAL PERMIT FEES $48,806.22 Total Fees. $48,806.22 Total Payments To Date' $48,806 22 Balance Due: $0.00 Inspector FINAL Date' ii PPROVAL Clearance: NOTICE Please take NOTICE that approval ol 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 w/as 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 Crty Manager fot processing m 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 fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise expired. Dept: B\ Plan Check #:] Permit #: Project Name: Address: Contact Person: Sewer Dist: City Of Carlsbad Final Building Inspection ng Engineering Planning CMWD St Lite Fire PCR07178 CB072719 EMERALD POINTE-PHS 2-PLN 1ALT1 3646 SF,661 SF GAR,161 SF DECK,205 SF PORCH 1395 SAPPHIRE DR Phone: CA Water Dist: CA Lot: Date: Permit Type; Sub Type: 1 11/02/2011 RESDNTL SFD Inspected By: Inspected By Inspected By: Date Inspected: Date . Inspected: Date . Inspected. Approved: Approved:. Approved: Disapproved: Disapproved' Disapproved' Comments: City of Carlsbad — - - ^ Final Building inspection NOV 2 2011 Dept: Building Engineering Planning CMWD St Lite Fire j E .Gn.'i •^vP \ v . r,. Li\ . ^ ' Plan Check #: PCR07178 Date: 11/02/2011 Permit*: CB072719 Permit Type: RESDNTL Project Name: EMERALD POINTE-PHS 2-PLN 1ALT1 Sub Type: SFD 3646 SF,661 SF GAR,161 SF DECK,205 SF PORCH Address: 1395 SAPPHIRE DR Lot: 1 Contact Person: Phone: Sewer Dist: CA Water Dist: CA Inspected ^ Date y y By: 9^7jt^. Inspected: //^5fpj Approved: ^ Disapproved: Inspected Date By: Inspected: Approved: Disapproved' Inspected Date By: Inspected: Approved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For 11/08/2011 Permit# CB072719 Inspector Assignment' MC Title EMERALD POINTE-PHS 2-PLN 1ALT1 Description: 3646 SF,661 SF GAR,161 SF DECK,205 SF PORCH PLAN (1 ALT 1)-REVISED-SEE PCR07178 Type. RESDNTL Sub Type: SFD Job Address 1395 SAPPHIRE DR Suite' Lot 1 Location. APPLICANT SADDLEVIEW LLC Owner: LAND ACQUISITION MANAGEMENT LLC Remarks: Phone 6199484962 Inspector. M' ^ Total Time. CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: JEFF NORTON Entered By. CHRISTINE Act Comments n- 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 1, PERMITS FOR LOTS 1,2,7&8 (REMAINING LOI Inspection History Date Descnption Act Insp Comments 11/04/2011 89 Final Combo CO MC SEE NOTICE ATTACHED 09/14/2011 39 Final Electncal AP MC EMR ONLY 08/23/2011 17 Intenor Lath/Drywall AP MC TUB/SHOWER LATH 08/23/2011 23 Gas/Test/Repairs CA MC 08/17/2011 17 Intenor Lath/Drywall AP MG DRYWALL ONLY 08/17/2011 23 Gas/Test/Repairs AP MC 08/16/2011 17 Intenor Lath/Drywall CA MC PER CONTRACTOR 08/11/2011 16 Insulation AP MC 08/11/2011 24 Rough/Topout AP MC NEED EOR REPORT FOR CUT & SEPARATED P T 24 Rough/Topout KITCHEN 08/02/2011 16 Insulation CA MC ' PER CONTRACTOR PHONE CALL POST-TENSION DESIGN UNLIMITED Date: To; Attn: Re. August 10, 2011 Davidson Reinforcing Joe Taylor RWR CO. - Emerald Point Estates Lot #1 Slab Tendon PTDU Proj. 1974 Joe, It has been brought to my attention that there is a broken slab tendon in the above mentioned lot After review I have detennined that the due to inherent redundancies in the design, the post- tension slab will still resist the design loads as originally intended. This letter is to confinn that the broken tendon may be disregarded and therefore no repairs are required. If you have any question please feel free to call me. Sincerely, Ron'iviartin P.E.^^^' CE. 43689 Post-Tension Design * Elevated and Slab on Grade 261 S Pacific Street ° Suite A ® San Marcos, CA 92078 * Phone 760 591.3260 "» Fax 760 591 3239 GEOTECHNICAL EXPLORATION, INC. V SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY " ' FIELD REPORT ON OBSERVATION OF FOUNDATIONS CLIENT j, . , Ib*^^^ t'''Wfw4nu| DATE: TIME:' JOBNO. Ti-"nte<f PROJECT NAME: :y>ve^^C<i •^octU<:. tjr^-Ui^T PROJECT ADDRESS The footing excavations listed below were bottomed on material fdr which the bearing values 'recorhmended 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 J". 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-iexcavations for the cast-in-place'belled piers listed ,below were bottomed on material for which the,-'bearing values recommended in the foundation report are applicable. The e'xcayations were at least as large as specified on the Foundation Plans.- :TKe,;driveh piles' Iisted below-were' observed to be driven, to the specified lengths and/or 'driving jesistances to' obtain the supporting capacities recommended in the foundation report; , ' ; „ . - . . - •; Based .upon observations, it is our opinion that the foundation recommendations presented in the report of the foundation investigation, lob No.^ . dated '^'<'o\OlL ^/sr^/(are . {not) applicable to the conditions observed. Foundation Plans hy TS^^t^^isoc^j <:Wvy V «lu9°W* '.dated—• • ' were used as a.reference for o,ur observations. }-•••- Vi ' ';NpTE{- ' [: • - /• , ' ' The, observations" rejabrted above do nof. constitute an approval of foundation location, Vpoting size.orJdepth, reinforcement,.or foundation de ' ' : 2.- ; loose,;;Soift, or disturbed" soils must ..be removed-prior to placement of reinforcement or , '] _ concrete."-. , , > , . ' " ,3.-. The opihions\and, recomnrie^^ presented in .this'report yvere based "upon our observa- -:tjo'hsJa'nd -are presented in accordance with generally accepted professional engineering , practice.'We, make no.other warranty, e , , , BY: ^7426'Trade St. •SaffD^6^:Ca^f^92^2^ '^[l^^ FAX: (858]L 549-1604' SOUTHERN CALIFORNIA SOIL & TESTING, INC. 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 MW: 01355 SCS&T FILE NO:. 0612226 PO NO PL NC FIX PAGE 1 OF 1 FIELD INSPECTION REPORT FOR: • REINFORCED CONCRETE • REINFORCED MASONRY • WELDING •FIREPROOFING I] Q C CONCRETE • ROOFING / WATERPROOFING |X] PT CONCRETE/STRESS • EPOXY ANCHORS QHS BOLTING • EMERALD POINT ESTATES PHASE* BO. DSA/OSHPD FILE NO N/A N/A PLAMriLEMfl PROJECT ADDRESS SAPPHIRE DRIVE SEE BELOW CARLSBAD ARCHrrECT HUNSAKER & ASSOCIATES DAVIDSON REINFORCING GENERAL CONTRACTOR SUBCONTRACTOR RWR HOMES FOUR CORNERS LOCATION OF WORK INSPECTED LOT I AND 2 MATERIAL CLASSIFICATION ASTM A 416 1/2" 270 K 7 STRAND TENDONS, ASTM A 615 GRADE 40 AND 60 REINFORCING STEEL, HOLD DOWN HARDWARE DATE: 5/13/2011 -ntAB ARRIVED: DESCRIPTION OF WORK INSPECTED: 'HME DEPARTED: * ON SITE TO PERFORM PRE INSPECTION OF POST TENSION FOUNDATION SLAB ON GRADE INCLUDING TENDONS, REINFORCING STEEL, HOLD DOWNS, STRAPS AND SHEER CONE STEEL ON SINGLE FAMILY DWELLINGS LOTS 1 AND 2. ALL TENDONS, REINFORCING STEEL AND HARDWARE ARE THE PROPER SIZE AND ARE IN THE PROPER PLACE AS PER THE APROVED SET OF PLANS. TENDONS ARE CHAIRED UP, TIED AT INERSECTIONS AND ARE ANCHORED SECURELY TO THE FORMS AT EACH END. ADDITIONAL REINFORCEMENT SUCH AS BACK STEEL ETC. IS IN PLACE WITH THE EXCEPTION OF PUNCH LIST ITEMS LISTED BELOW. PLAN CAT *LOTl lALTlC IV *LOT2 lALTl IV ADDRESS 1395 SAPPHIRE DRIVE 1391 SAPPHIRE DRIVE PERMIT CB072719 CB072743 **PUNCH LIST** DEPUTY TO VERIFY PRIOR TO CONCRETE PLACEMENT. *BOTH LOTS- ADD #4 REINFORCEMENT AT THE TOP OF THE GARAGE STEM WALLS WHERE HOLDOWNS OCCUR PER 5/PTD. TIE ALL INTERIOR BACK UP STEEL IN PLACE. CLEAN LOOSE DEBRIS FROM FOOTINGS. CBC ! hereby certify that I have inspected the at>ove reported work Unless noted otherwise, the work inspected is to the best of my knowledge m compliance with the approved plans, specifications and applicable sections ofthe goveming building laws Inspector Initials MW. OSHPD I hereby certify that I have inspected the above refsorted work in accordance with the requirements of OSHPD approved documents Sampling and testing were conducted in accordance with the requirements of the OSHPD approved documents The work inspected complies with the OSHPD approved documents Yes I I No I I Inspector Initials DSA I hereby certify that I have inspected the above reported work m accordance with the requirements of DSA approved documents Sampling and testing were conducted in accordance with the requirements of the DSA approved documents The work inspected complies with the DSA approved documents Yes I I No I I Inspector Initials INSPECTORS NAME: (Printed) MILES WOODARD PE REVIEW: •ajPERIMTEfClBlTS SIGNATlfftE *sfgnafti/'e authorizes /he above work ICC#5077516 REGISTRATION NO, 5/13/2011 WTE «in.<iAT 7ns RFV 7m HUNSAKER ^ASSOCIATES DIEGO, I N C PLANNINC ENGINEERING SURVEYING IRVINE LOS ANGELES RIVERSIDE SAN DIEGO ARIZONA May 9, 2011 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 1 and 2 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 SriSjth L S 6854 Hunsaker & Associates San Diego, Inc DAVE HAMMAR LEX WILLIMAN ALISA VIALPANDO DAN SMITH RAY MARTIN CHUCK CATER 9707 Waples Street S.in Diego, CA 92121 (858) 558-4500 PH (858) 558-1414 FX www HunsakerSD com lnfo@HunsakerSD com DS kc k\2339\2011\b79docx wo 2339-18 5/9/2011 9 21 AM