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HomeMy WebLinkAboutBLD2002-00099 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#: BLD02-00099 Received Date 02/26/2002 SITE ADDRESS: 111 COURSEY LN Issue Date 04/2/2002 PORT LUDLOW, 98365 APPLICANT: VICTORIA L LE HURAY PHONE: (360)437-0905 REX L LE HURAY 111 COURSEY LN PORT LUDLOW WA 98365-9737 SUBDIVISION: WITTER SHORT PLAT Block: Lot: 2 PARCEL NUMBER: 821084024 Section: 8 Township: N Range: 01 E CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 800-824-9552W 16521 HY 99 SUITE B LYNNWOOD WA 98037-3161 Contractor's License: TOWNCPF099LT Expires: 06/30/2002 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION DETACHED GARAGE REQUIRED INSPECTIONS: [RE SETBACKS / Footings: ,,/.< r- Y—/O-o 2 [ ] Foundation: [ ] Underground Plumbing/Underground Insulation: [ ] Shear Wall: [ ] Framing/Plumbing: [ ] Propane Tank/Lines: [ ] Insulation: [ ] Sheetrock: [ ] Septic System Final Approval: [ ] Zoning Final Approval: [ ] Final/Occupancy Approval: „: HEALTH DEPART ENT 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 is BUILDING PERMIT APPLI!TION ReAOW Type: i� Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00099 Received Date: 2/26/2002 SITE ADDRESS: 111 COURSEY LN PORT LUDLOW, 98365 OWNER: VICTORIA L LE HURAY PHONE: (360)437-0905 REX L LE HURAY 111 COURSEY LN PORT LUDLOW WA 98365-9737 SUBDIVISION: WITTER SHORT PLAT Block: Lot: 2 PARCEL NUMBER: 821084024 Section: 8 Township: Range: 01 E CONTRACTOR: TOWN & COUNTRY POST& FRAME PHONE: 800-824-9552 16521 HWY 99 SUITE B LYNNWOOD WA 98037-3161 Contractor's License TOWNCPF099LT Expires 06/30/2002 REPRESENTATIVE(S): TOWN & COUNTRY 16521 HWY 99 STE B LYNNWOOD WA 98037 PROJECT DESCRIPTIO DETACHED GARAGE TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 6,000.00 ADD'L: HEAT TYPE: CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 600 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain 7 j F&W Landslide (.2,Routing Date: (441"-2._ pee Shoreline Aquifer Forest: Commercial Rural Proximity_ plat Conditions Type Amount Paid By: Date: Receipt: Approved/Dat Permit $125.25 MAM 02/26/02 45682 APPROVED Plan Check $37.58 MAM 02/26/02 45682 State Building Code $4.50 MAM 02/26/02 45682 Total: $167.33 APR U 2 200Z for l r DEPT.OF COMMUNITY DEVELOPMENT SIGNATURE: • SPECIAL CONDITIONS FOR CASE BLD02-00099 1.) The application was reviewed by the Jefferson County Department of Community Development staff on February 27, 2002 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Type 5 Stream. 2.) A Type 5 Stream (Fish and Wildlife Habitat Area) has been identified on the subject property. The stream will require a setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM). Fish and Wildlife Habitat Areas shall also have Buffers and Building Setbacks established. 3.) Buffers are areas that shall be maintained in their natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. 4.) Among the native conifer species which may be used in buffers or for re-vegetation include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis), Shore Pine(Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar (Thuja Plicata), and Western Hemlock(Tsuga Heterophylla). Among native tree species which may be used includes: Vine Maple (Acer Circinatum), Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Pcpulus Trichocarpa), Bitter Cherry (Prunus Emarginata), Oregon White Oak(Quercus Garryana), Cascara (Rhamnus Purshiana), Pacific Willow (Saliz Lasiandra), and Scouler's Willow(Saliz Scouleriana). Among the native shrub species which may be used are: Sevice-Berry (Amalanchier Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Sala' (Gaultheria Shallon), Ocean Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark (Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa Nutkana), Swamp Rose (Rosa Pisocarpa), Willows(Salix ssp.), Red Elderberry (Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry (Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium). 5.) The identified Fish and Wildlife Habitat Area (Type 5 Stream), shall maintain a vegetative buffer setback of 50-feet. The setback shall be measured horizontally from the Ordinary High Water Mark (OHWM) to the Detached Garage. 6.) An additional setback of five (5) feet is required from the edge of the buffer area to the proposed Detached Garage. 7.) A permanent physical separation along the boundary of the buffer area shall be installed and permanently maintained. Such separation can include installing logs, trees, a hedgerow, or any other prominent physical marking approved by the UDC Administrator. 8.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or every one hundred (100) feet, whichever is less. Signs shall be in place prior to and during construction activities. The sings shall contain the following statement: "Buffer- Do Not Remove or Alter Existing Vegetation." 9.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 10.) 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). 11.) Maximum lot coverage is not to exceed 25%. 12.) Minimum setback from Coursey Lane is 20 feet. Minimum side and rear setbacks are 5 feet. 13.) The building height is not to exceed 35 feet. 14.) The parcel was created through the Witter Short Plat recorded March 7, 1989. 15.) Coursey Lane (P40) is a private road. No road approach permit is required. An address has been assigned of 111 Coursey Lane. • 16.) The site plan as submitted with the building application on February26�02 reviewed for consistency under the UDC, and has been approved has been pproved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated February 27, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 17.) This approval is for a detached 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. • i:\F_BLD_Permit_Buildng.rpt 10/29/19 02/12/2002 09: 26 3603794451 JEFF CO DCD TO"d ld1 4,1744437 D1 • J PAGE 02/02 °� el the Ii4w ad WA Ifs 115E UM= lig7°'. Prmft pu.ocati@fi Ap P o ........• - , ' r ‘'Nfl Va \-T. , Project Detcri n Ba�Tyre _ T _ Iii\.. — antic IMIIIII X sGina ❑ Addicica F EB Wood I'' o Steel CI COLOMalz121 Cl Mu6d- JM of LTtfa 0 R"P°11 ❑ S,adatsial ❑ Oat • • $e�cors�u Bsrl�roomlt�� 'Iypet of Sewage bispassi: Typo off Cbco5c opt: ls~ p , Se lwset"rr- D y aoa Tooth Tomb �� . oodaca,e Ihopsma naei tat 0 0 14.4ai pump / . 0 Convenzicaal 0 Aliamarrve p Other, jV 1 Peznit 0 SEP i 113 Crater Sup r ❑ Primeval 0 Two Parry ' r$0 Pts act Nuns of%ricerspite= • Floor w, r . . ;�,�i��,,��� ry, ,' . 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'a tA9t E.+at, S Atli/NT a It N OI 00:22 c'.00z-ZT-� -i0/T0"d T69T EbZ SEV Az11Nf1CD 2 NMal 6S:1..0 202E-eT-8E.9 ilk ow • Site Plan ®r Suite B•16521 Highway 99•Lynnwood,WA 98037-3199 Please Check After Doing Site Plan: .1 Septic and drainfieldt size Draw North Arrow in Circle mosimemmal:Town &Country Everett: (425)258-4171 Puyallup: (253)840-9552 -i Property dimensions ❑Sewer lines ❑Elevation of POST FRAME BUILDINGS Administrative Headquarters: (425)743-1555 property ®� FAX: (425)742-4378 Toll Free: 1-800-824-9552 �0�E-xisting buildings Setbacks of proposed&existing buildings ❑Bodies of water Contractor's Lic.#:TOWNCPF099LTroposed building Main road with name ❑Floorplan ,111171LIE—IV164 Of 1111177171117. El Easement .. 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(CI CC 0 U rn 6' "L o` CO l4 r-3 CD rtf-A_______ 3 rn z- i - ne5 _ co1 U cA_ cc6'' +- , DO NOT SIGN INCOMPLETE SITE PLAN! Customer has verified and approved the location of the building,orientation of the building to the North,and verifies that all White-Customer Copy White-Office Copy Yellow-Accounting Pink-Production utilities are shown on this drawing in the correct location.