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HomeMy WebLinkAboutBLD2002-00323 410 I BUILDING PERMIT Jeffe County tmmni 621 rson Sheridan Depar Street, Poentrt of TownsendComu , WA Development 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD02-00323 Received Date 06/5/2002 SITE ADDRESS: Tc be, de4 rm,►n&..d Issue Date 08/7/2002 PORT TOWNSEND, 98368 APPLICANT: JOHN G SWEENEY PHONE: (860)613-1060 JANET B SWEENEY 481 MAIN ST CROMWELL CT 06416-2060 SUBDIVISION: Block: Lot: T 1 PARCEL NUMBER: 101323005 Section: 32 Township: 31 N Range: 01 W CONTRACTOR: CARBON RIVER CONSTRUCTION CO PHONE: 253-761-1099 227 TACOMA AVE S#202 TACOMA WA 98402 Contractor's License: CARBORC066DN Expires: 03/15/2004 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQUIRED INSPECTIONS: �` � [ ] SETBACKS / Footings: fit �J/O/o2- d/LD11S or [ ] Foundation: n r.,r5� Aet&' ' gei erz, d9 is o/tu/(o� [ ] inderground Plumbin•r, nderground Insulationff,a, F.GdV`? ,F 64.5 4-1A1 S [ ] Shear Wall: t/ [ ] Framing/Plumbing: I dAScE, V£07S I JA1 L OOK. 5/ 03 ! O/e -rar $0F;/t imeriu.chit) f bT um_ &,VG2 4 othmc 5�iz/43, ... K 4.74103fr [L] Propane Tank/Lines: fkamN€1ANIL OI 5 L 03, -v ItyrEglop GAS 1../PG-3 Ok. Wog 11/ [ ] Insulation: O 6-a0-0, [ ] Sheetrock: e a( 7/9/03A/ [ ] Septic System Final Approval: _ [ ] Zoning Final Approval: 47/4 [ ] Final/Occupancy Approval: WIC-coop l 2-3 c01 HEALTH DEPARTMENT 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 FOR AlE BLD02-00323 1.) The application was reviewed by the Jefferson County Department of Community Development staff on June 10, 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: Eagle Habitat, Susceptible Aquifer Recharge Area, Lansdslide Hazard Area (III), Shoreline (suburban), and stormwater. 2.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological formations that allow percolation of the surface water into the soils and the underlying zone of saturation. Aquifers are geologic formations that contain sufficient saturated permeable material to yield significant quantities of water to wells and springs. Aquifers serve as the source of drinking water within most of the rural portions of Jefferson County. 3.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 4.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water quality degradation. The submitted proposal does not require additional aquifer protection measures. However, during construction the project shall follow the Best Management Practices (BMPs) and facility design standards as identified and defined in the Stormwater Management Manual for the Puget Sound Basin. 5.) 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. 6.) 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. 7.) 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 (Populus 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) Salal (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). 8.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the Landslide Hazard Area. 9.) Prior to and during approved construction activities, the perimeter of the landslide hazard area buffer shall be marked with a temporary sign. The sign shall be placed in such a manner that it can be directly observed from the construction area. The sign shall contain the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter Existing Vegetation." 10.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 11.) The applicant shall permanently separate the boundary of the Landslide Hazard Area Buffer from the remainder of the subject property through installing logs, trees, a hedge row, or any other prominent physical marking approved by the UDC Administrator. 1 12.) The applicant shall fully adheres to all conditions and requirements of the eagle habitat management plan. g 13.) The applicant is proposing to create or add 17,968 square feet of impervious surface and 20,000 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County Unified Development Code requires that your proposal submit a Large Parcel Sediment and Erosion Control Plan. 14.) A Large Parcel Sediment and Erosion 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. 15.) The proposal was reviewed in accordance to the Jefferson County Shoreline Master Program. The proposed dwelling is located 300-feet from the Ordinary High Water Mark of the shoreline, which is outside of shoreline jurisdiction. 16.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined by impervious surface which includes sidewalks, driveways, roof tops, decks, etc. 17.) The building height is not to exceed 35 feet. 18.) Jacob Miller Road is classified as a Local Access and requires a 20-foot front yard setback, and 5-foot side yard setbacks. In addition, the eastern property line contains a slope and thus Section 3 of the Unified Development Code is applied. 19.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County Comprehensive Plan Land Use Maps effective August 28, 1998. 20.) The unnamed road/easement at the south property line is a private road. A road approach is not required. An address will be assigned when the road is named. 21.) The revised site plan as submitted with the building application on June 18, 2002 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated June 18, 2002 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 22.) A minimum of two (2) on-site parking spaces are required for the single family residence. 23.) 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. 24.) A Declaration of Restrictive Covenant has been recorded on July 26, 2002 under AFN 458265. The Declaration is for a single family dwelling with attached garage utilizing an on-site sewage disposal system. is\F_BLD_Permit_Buildng.rpt 10/29/19 0 BUILDING PERMIT APPLI•ION MLLA02N00�309 Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD02-00323 Received Date: 6/5/2002 SITE ADDRESS: N JACOB MILLER RD PORT TOWNSEND, 98368 OWNER: JOHN G SWEENEY PHONE: (860)613-1060 JANET B SWEENEY 481 MAIN ST CROMWELL CT 06416-2060 SUBDIVISION: Block: Lot: T 1 PARCEL NUMBER: 101323005 Section: 32 Township: 31 N Range: 01 W CONTRACTOR: CQnr'tT-- eif Co.Y.skw 0s PHONE: 2.53 "'mil {D Z2.1 - a.c.ov,NA, 140e S WZo2 'MG,-t o g a �A.Coi/Wki wA 9 gc4o2 PHONE: REPRESENTATIVE(S): PROJECT DESCRIPTIOI' SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 3,812 VALUATION 350,000.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 1,023 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: PWELL PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 4 Seismic Streams Total: 3 Total: 4 Flood Way Floodplain Routing Date: /„ dZ ��Q F&W Landslide t/ 1�'1/ Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: /Date A Q Permit $2,393.75 MAM 06/05/02 47739 VED Plan Check $1,555.94 MAM 06/05/02 47739 State Building Code $4.50 MAM 06/05/02 47739 AUG - 7 2002 Total: $3,954.19 Jefferson County Planning & Building Department Aso co IP Jefferson C y Department of Community Development 6 621 Sheridan Stree Port Townsend WA 08368 13601 370-4450 49 rr 0 0 , __.„. 46, permippc ©n „iNGProject Description: \ t>� ProjectI ' g g Type: — T pet Fraine Type: B in mleF �, C Gara Attached etached �' �� 5 Z�Q e 1 ;7. yr /ood 1 Qn -feel g / ❑ Addiu ❑ Modular _.�ltera"o /�� ..el ❑ Concrete • ❑ Commercial rr ❑ Masonry ❑ Multi-family/#of Units pEPT.CF' :'; ... o Lion ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: `' Existing: ❑ ❑ CI Community System Electricity ❑ Oil Proposed: '3 �L Proposed: 3_ Li System ❑ Woodstove opane Total: i Total: /Z 3 If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP Waiar Supply: IN Private well ❑ Two Party Well U Public:Name of water system: Square Footage: , � "4 For Office Use Only Main Floor ���% 0 Consistency Review 47.00 2ND Floor � - Base fee e,. q 3 . i5 3rd Floor Plan Check fee—65% \ `J 5 SJ^ p • l kI Htd Basement \\ State Surcharge fee a., L' � Unhtd Basement �u;`T`- Subtotal �j� l • Garage Carport 02. ,� 't.t Water Review feefe� t3 l 0 -3 8"i Decks ' 'd A a fee CO Oak <24^. O i^.3$" AN Commercial TOTAL 4 e=0( , 1 q. „A Industrial \ Receipt# lf 1 C1 L Other Cash/Check# C 41 �3 -17 S Qs!•l � 'total Valuation: Initials P Or , Date k /e)-2--- Estimated Cos IA"' ��� d©� If within 201` of the Shoreline, Distance to Bank • Ordinary High Water M. ft.Bank Height ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant'.sJproperty or structure shall be requested and shall occur during regular business hours. Signature: 4:.:Y. ..:CP"----C)7 1-' ,' Date: & G! 2 H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermi pplication 11-8-01 - -F IMAGES 1 TEMP TEMP4 AISITE 1 PAGE 1-06117120022:05:08 PM 0 O l 3 o �4-Y 18" MINIMUM DIAMETER (TRUNK) TREE REMOVED z Mm O of 200 190 ' r I , 4 Lu ER1 ,� NEW BUFFER LANDSCAP G _ S 01°29'01" W 654.38' 0 t - i ; EL DRIVE TO HIRE \\�\♦\ L<- p m ♦� V ♦ W----✓" EJ - _ [COLORED 0 CRE � v _ - X O ;�--. it 1, I , 512. 200 80' 210 " VOL 18 SURVEYS PG.198 FOUND A WOOD REVISED srm PLAN 4' BARBED WIRE d8� (Iez -c'fL REBAR 8 CAP �p� ,,,, --- Has bees APPROVED (. 1 p -6L, • by JE"ERSON COUNTY DEPT ® SIGN OF COM11 -�\\1 SIGNAi�J��D LO rn DCDIIIT Jl ni n SOUTHWE T CORNER GOV'T LOT 4 General Notes: 1) See S1 for Structural Notes. 2) Contractor and all subs shall visit the site to verify existing conditions prior to bidding. 3) Contractor shall verify all dimensions in the field and notify the Architect of discrepancies. It is the responsibility of the contractor to carefully examine the documents and to be familiar with all conditions and relate these conditions to the scope of intended work. 4) Contractor shall provide for ground and surface water drainage as required to achieve positive drainage (incl. swales, tight lines, etc.) 5) Should a descrepancy in the construction documents be found by the contractor, the more inclusive option shall be assumed correct prior to receiving clarification from the Architect. 6) It is the contractor's responsibility to verify and provide required electrical and / or mechanical support for specified equipment and/or systems even if such support is not no on electrical or mechanical documents. 7) Dimensions are from face of masonry, from face of exterior frame walls, to centerline of interior walls 8 to centerline of columns. Erosion and Sediment Control: 1) Construction access routes shall be stabilized with rock. 2) Land, adjacent to area of construction, shall be protected from sediment deposition. 3) All erosion and sediment control facilities shall be regularly inspected and maintained. 4) Any adverse effects of increased runoff resulting from land disturbing activities shall be controlled by appropriate methods, including, but not limited to: a. Connection to a secondary drainage system stub out. b. Installation of an individual roof infiltration system. c. Implementation of an abbreviated drainage plan. d. Implementation of an engineered drainage plan. VICINITY MAP: T NORTH ., ♦ \ 1 o-y no -a^" \\♦ ♦\\ 11 DRAINFIELD RESEARVE - % �( \ / _ ♦ ♦�`♦ ♦ `♦ ♦\\\♦ - r \41YA4 34'-0" (Verify but not less than 20'-0"), - 180 SCOPE OF WORK: NEW SINGLE FAMILY RESIDENCE SITE DATA: PROPERTY OWNER: GREG AND JANET SWEENEY 481 MAIN STREET, CROMWELL, CT. 06416 ARCHITECTS: MYRVANG ARCHITECTS 17035 Olympic View Road, Silverdale WA 98383 Telephone (360)613-0977 Fax (360)613-0588 CONTRACTOR: LUND 132C, INC. 11489 N.E. BLUE HERON LANE BAINBRIDGE ISLAND, WA. 98110 TELEPHONE: (206) 842-3503 PROPERTY ADDRESS: ZONING: RESIDENTIAL ASSESSOR'S ACCT #: 101323006 LEGAL DESCRIPTION The west 200 feet of the east 562 feet of government lot 3, Section 12, Township 31 North, Range 1 West, W.M, Jefferson County, Washington, except the South 60 feet thereof. Together with an easement for ingress and egress over and across the south 60 feet of government lot 4 and over and across the easterly 10.75 acres of government lot 3. Subject to: Rights and easements of the public for commerce,navigation, recreation and fisheries, any restrictions on the use of any portion of the land subject to submergence that derive from the rights of the public and riparian owners to use any waters which may cover that portion. FOUND A WOOD REBAR 8 CAP 0 50 100 BUILDING DATA: BUILDING AUTHORITY: JEFFERSON COUN-Y Department of Community Deielopment 621 Sheridan Street Port Townsend, WA. 98368 (360) 379-4,150 OCCUPANCY: R-3 SFR CONSTRUCTION: Wood -Frame V-N BUILDING HEIGHT: CONDITIONED SPACE: 3,812 SQ. FT. SF GARAGE AND STORAGE: 1,004 SF 160 FOUND A WOOD REBAR 8 CAP 150 BALANCED GOVT MEANDER LINE PER VOLUME 17 PG. 65 200 FEET DRAWING INDEX: Al NOTES / DATA / SITE PLAN / LEGAL / VICINITY A2 MAIN LEVEL FLOOR PLAN A3 ROOF PLAN A4 NORTH SOUTH EXTERIOR ELEVATIONS A5 EAST WEST EXTERIOR ELEVATIONS A6 EXTERIOR COURTYARD ELEVATIONS A7 BUILDING SECTIONS A8 SCHEDULES A9 INTERIOR ELEVATIONS A10 MASONRY FIREPLACE S1 STRUCTURAL NOTES, TYP. DETAILS S2 FOUNDATION PLAN, SECTIONS AND HOLD DOWN SCHEI S3 ROOF FRAMING PLAN, SECTIONS AND SHEAR WALL SCI E1 PARTIAL ELECTRICAL AND MISCELLANEOUS PLUMBING E2 PARTIAL ELECTRICAL AND MISCELLANEOUS PLUMBING I A v, M ao h 100 rn M LLJ _ O M U `- `° O CD Q M v i N L Z U N Q E T o M r` c G ■ a NOTES W o U ~ Z z W — 0 Q W z >- Lu W � Z Z W p W I— U) o d ■ DRAWING DATA dale: 05-06-02 revisions: 06.15-02 2001 I SM heet: Al A