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HomeMy WebLinkAboutBLD2002-00066 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD02-00066 Received Date 02/11/2002 SITE ADDRESS: 92 TIMBER MEADOW DR Issue Date 03/20/2002 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: TIMBERTON VILLAGE PHASE II Block: Lot: 37 PARCEL NUMBER: 998500037 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License: PORTLAL994L8 Expires: 04/20/2002 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE R IRED INSPECTIONS: [ /r' SETBACKS / Footings: OKcit r-r.c cc'`I ` - [ ] Foundation: j//¢(O Z- * e 4N 4411 [ ] Underground Plumbing/Undergroun nsulation: [✓( Shear Wall: "fie 7/L,b/OZ_ / [ ] Framing/Plumbing: AS kyco4 i 1-60n5 S/,i/4` P4: .c. 84 5//310vA [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: O/< [[ �7, ] Septic System Final App rova A S� ] _ Zoning Final Approval: A b�' [ ] Final/Occupancy Approval: .4,7c / /-/J ©Z HEALTH DEP RTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • • SPECIAL CONDITIONS FOR CASE BLD02-00066 1.) The application was reviewed by the Jefferson County Department of Community Development staff on March 18, 2002 for the potential presence of Critical Areas(CAs) under the provisions of the Jefferson County Interim Critical Areas Ordinance (JCICAO). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following CAs were confirmed to be present on the subject property: Level 1 Landslide Hazard entire site and Great Blue Heron Colony. 2.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type, geologic material, and groundwater that may combine to create problems with slope stability, erosion, and water quality during and after construction or during natural events such as earthquakes or severe rainstorms. 3.) A geotechnical report was not required or submitted for the single family residence with attached garage. 4.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 5.) During SEPA environmental review for the plat of Timberton Village, Washington State Department of Fish and Wildlife Area Habitat Biologist Tim Rymer conducted a field evaluation to determine the presence of a fish and wildlife habitat area on the subject property. Mr. Rymer and other Department of Fish and Wildlife personnel concluded that the suspected Great Blue Heron rookery was not located as mapped in the Jefferson County Critical Areas Ordinance, but, that is was in fact located in the NE Quarter of the NW Quarter of Section 20, Township 28 North, Range 1 East, which is approximately 1/2 mile south of the project site. 6.) The applicant is proposing to create or add 3022 square feet of impervious surface and 2940 square feet of land disturbing activities. Plat conditions require the submittal and approval of a Small Parcel Erosion and Sediment Control Plan prior to conducting land disturbing activities on indivudual lots. The applicant submitted a Small Parcel Erosion and Sediment Control Plan with the building permit application. 7.) A Small Parcel Erosion and Sedimentation Control Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 8.) Construction within this plat may be subject to truck route and work hour restrictions designated and enforced by Jefferson County Department of Public Works. 9.) For the development of lots within this plat, a road approach permit shall be obtained from the Jefferson County Department of Public Works, and all construction shall conform to Jefferson County standards. 10.) Prior to conducting land disturbing activities on individual lots, the owners shall submit a Small Parcel Erosion and Sediment Control Plan to Jefferson County for review and approval. Development of individual lots shall be carried out in conformance with the approved plan. 11.) The parcel is a legal conforming lot that is designated Single Family - 4 Dwelling Units Per Acre- [MPR-SF 4:1] under the Jefferson County Comprehensive Plan Land Use Map, effective August 28, 1998. 12.) This approval is for a single family residence with attached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 13.) The site plan as submitted with the building permit application on February 11, 2002 has been reviewed for consistency under the Port Ludlow Master Planned Resort Code. It has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the approved site plan date stamped March 18, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 110 10 14.) The subject residential lot(lot 37)was created through the Subdivision established as Timberton Village, Phase II,(case SUB01-0007) recorded May 1998. 15.) Jefferson County reviewed and approved a Boundary Line Adjustment between lots 36 and 37, which was finaled January 7, 2002. 16.) Based on Section 3.15 [bulk and dimensional requirements] of the Port Ludlow Master Planned Resort Code, maximum Impervious Surface Area shall not exceed 45 percent. 17.) Based on Section 3.105[Bulk and Dimensional Requirements) of the Port Ludlow Master Planned Resort Code, minimum setback from Timberton Ridge Drive Right-of-Way line shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 18.) Based on Section 3.104[Height Restrictions]of the Port Ludlow Master Planned Resort Code, the building height shall not exceed 35 feet. 19.) Based on Section 3.107[Accessory Dwelling Units]of the Port Ludlow Master Planned Resort Code, accessory dwelling units shall not be allowed in the MPR-SF zone. • • BF_BLD Permit_Buildng.rpt 10/29/19 ENLDING PERMIT APPLICATI• . MLA02-00065 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00066 Received Date: 2/11/2002 SITE ADDRESS: 92 TIMBER MEADOW DR PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: TIMBERTON VILLAGE PHASE II Block: Lot: 37 PARCEL NUMBER: 998500037 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: OWNER PHONE: REPRESENTATIVE(S): PROJECT DESCRIPTIO SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,815 VALUATION 202,000.00 ADD'L: 743 HEAT TYPE: HTP CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 475 SHORELINE: CONST TYPE: DECK: 249 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 3 Seismic Streams Total: 3 Total: 3 Flood Way Floodplain Routing Date: F&W Landslide �_ \g, ,�G-� Shoreline Aquifer Forest: Commercial Rural Proximity_ Plat Conditions Type Amount Paid By: Date: Receipt: Approved/Date Permit $1,564.95 MAM 02/11/02 45628 APPROVED State Building Code $4.50 MAM 02/11/02 45628 Potable Water Application $30.00 MAM 02/11/02 45628 MAR 2 2002 r Total: $1,599.45 y e Jefferson County Planning & Building Department SENT RY:PORT LLDLC)W ASSOC I A1`ES; 0- 2 :10:03AM 3f>G 4$7' e� 3f:037�4 1 :# 4 / lee Cllr c affrosn El Salm Streit Flirt Timms,WII INN MIN 441 if`krrxcY ptrfflinr Applliect;00 _ -i I p[ d P 1r1eW Project Description: r Silo ism... 9 ResidenCa with Attached Gar ¢e___ S'_40IC PLAN 532 1 Builds T 4. n8 Type: Single Family "111.11.,. 'act ypeaFrame . ype: New Garage Attarhed/Det ..1.,:,C �' Addition t� 'Wood Steel 2. Modular ,�. y Q\ "" Alterati0niRers��odel Concrete .7 Commercial ®� V C Repair C Mas 'y Mu1ti•fami1y/#of Units �Q� r� Demolition C Other: Industrial t.4� -I Other; ___ �, Bedrooms Bat o Type of Sewage Disposal. 'II ype a .i teat; Exisdn Choose one: �I p PE ---1--- Seer ror '? oaur�icy53'ssem ' . ectric%ty G Oil Total 1. �° __'� Individual System �� oodstov C Propane -_--- If not sewer,filfout the ko wing: t Heat Pump C Conventicatal 0 Alternative Other I Permit# SEP Water'Supp[y: - - - Private aide C Two P Well + Public:Name of water Y ; $ Sgtaare Footage; For ce S ge lain Floor I (' " 14i5, L oC' 12ND Floor 743 4 3 /63. IN i Base fee 5 1 3rd Floor ...» - -,_- Plan Check fee 1 - j ltd Basement State Surcharge fee _ -'�'/ 1 Lhsiltd Basement_ Subtotal L ej. j Garage/Carport lac "i1750 ' Pot Water Review fee ,,3e)p 0 t Decks �` —I. ` 1 d Approach 9.t ' Commercial t TOTAL t I .7-7. L4 Industrial ____ l, Receipt # y J (o c>( Other —V CuhJCheck # 36 7 C' ,t Total Valuation: - Initials Or Dated Estimated st. 202 4000 If within ordine, Distance to Bank or Ordinary High Water Mark ft. Bank height ft. 4. $ignaturets (1.4 1?aee: t Z Jeff Evanger t'a.EJ 3nwd a`a 00 d33C T91776LE:J9E ET :TT Z00Z/L0,'Z0 Lu i i vc IIUir i i .4.j I711 C J fl UUNJULI 1Ni CNI� 1'AX NU. 2538387104 P. 02 A--=--Of 2'O4 f F_ �.� �'1 R = 1075.00' N TIMBER RI©GE L = 31,92' DRIVE Cat APPROXIMATE -LOCATION OF A = 49'4 '50" EXISTING SEWER h R = 25.00 _______11111111Willgia e� C A = 17'26'17" ® N R = 50.00' - _ L = 15.22' EDGE OF PAVEMENT . R/W SCAL E:1"=20 \\* 116 Y 10' UTILITY EASEMENT zo . APPROXIMATE LOCATION ._4�.� ► 2 5' OF EXISTING WATER METER '-'3; 7,5' • Z b NOTE: EXISTING UTIUTY oo t-+ 5' - -- CONNECTION POINTS ARE �� APPROXIMATE, NOT BASED Z� ,ON A "AS-BUILT" SURVEY �. . 7,376,0 SF • f IPLAN 532A I 8.5' � ' DOWNSPOUTS ._.___..___._. CONNECTED TO APPROVED - - 5 STORM"WATER SYSTEM BUILDING SETBACK ,.,•,,,. �.., �~�... _ r?i o LINE, (TYP.) of 41. 2, _ _ . I, 0,-EN[V •1; w DRAWING NAME -2$\01\%90\Exr.Nc81FS\EN 07 ..._ �. 02/12/02 -- DRAWN -- 1 1 222 SHEET 1 OF 1 x JEFFERSON COUNTY DCD