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HomeMy WebLinkAboutBLD2003-00260 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00260 Received Date 04/25/2003 SITE ADDRESS: 353 OSPREY RIDGE DR Issue Date 06/4/2003 PORT LUDLOW, 98365 APPLICANT: RICHARD E SMITH PHONE: (253)939-7523 JUDITH A SMITH 38716 170TH AVE SE AUBURN WA 98092 SUBDIVISION: PORT LUDLOW NO 6 Block: Lot: 8 PARCEL NUMBER: 821175001 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION: UNHEATED GARAGE/SHOP REQUIC SETBACKSREDINSPE/FootingTIONS:s: [*] Foundation: (v./ ? x" [ ] Underground Plumbing/Underground Insulation: ij/i4 [ ] Shear Wall: 1l(G /Of/A/r13 [ ] Framing/Plumbing: �IQp//v,,v1 oK. /0/ 3 1 1 Propane Tank/Lines: IV/�{ [ ] Insulation: ( 1 Sheetrock: 1 1 Septic System Final Approval: [ ] Zoning Final Approval: 1 1 Final/Occupancy Approval: /5K cal- e% ZT 7 O HEALTH DEPARTMENT APPROVAL REQUIRED PRIOrR 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 A BLD03-00260 1.) The application was reviewed by the Jefferson County Department of Community Development staff on May 5 2003 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: Slight Landslide Hazard Area and Susceptible Aquifer Recharge Area. 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 detached unheated garage shop building permit. 4.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions that promote rapid infiltration of recharge waters to groundwater aquifers. 5.) 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. 6.) 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. 7.) The applicant is proposing to create or add 1200 square feet of impervious surface and 3000 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 stormwater calculation sheet. The applicant submitted a calculation sheet. 8.) 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). 9.) This approval is for a Unheated Garage Shop 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. 10.) The REVISED site plan as submitted with the Building Permit application on April 23, 2003 & May 27, 2003 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 REVISED stamped, approved site plan dated May 27, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 11.) A Stormwater Management Permit(BLD01-00354)was issued for the property on July 23, 2001. The permit was finaled April 12, 2002. 12.) An application for a sewage disposal system permit(SEP92-00273)was made on the property June 10, 1992 and cancelled by the applicant on July 10, 1992. 13.) Minimum setback from the front property line (facing east) shall be 25 feet. Minimum side and rear yard setbacks shall be 25 feet. 14.) Maximum impervious surface area for lot 8 shall not exceed 20 percent. 15.) No building or sturcture shall be erected, enlarged or structurally modified to exceed 35 feet in height. 16.) Accessory Dwelling Units shall not be allowed in the Single Family Tract(MPR-SFT) Zone. 17.) The parcel is a legal conforming lot that is designated as MPR-SF (Master Planned Resort -Single Family), under the Jefferson County Comprehensive Plan Land Use Map effective August 28, 1998. 18.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 19.) Not more than two (2) unlicened or inoperable vehicles shall be stored on.y lot unless totally screened from view of neighboring dwellings and rights of way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code (UDC Section 6). Outdoor storage of thirteen (13)or more unlicenced or inoperable vehicles is prohibited except in those areas where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehicles be stored in an Environmentally Sensitive Area (ESA). i:\F_BLD_Permit_Buildng.rpt 10/29/1999 MLA03-00219 BUILDING PERMIT APPLICATION Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD03-00260 Received Date: 4/25/2003 SITE ADDRESS: 353 OSPREY RIDGE DR PORT LUDLOW, 98365 OWNER: RICHARD E SMITH PHONE: (253)939-7523 JUDITH A SMITH 38716 170TH AVE SE AUBURN WA 98092 SUBDIVISION: PORT LUDLOW NO 6 Block: Lot: 8 PARCEL NUMBER: 821175001 Section: 17 Township: 28 N Range: 01 E CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI UNHEATED GARAGE /SHOP TYPE OF WORK GAR SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 30,000.00 ADD'L: HEAT TYPE: UH CODE EDITION: 1997 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: 1,200 SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: Prop: Seismic Streams Total: Total: Flood Way Floodplain Routing Date: F&W Landslide Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: A '►_" / YV E Permit $451.85 MAM 04/25/03 56037 Plan Check $293.70 MAM 04/25/03 56037 JUN - 4 2003 State Building Code $4.50 MAM 04/25/03 56037 Jefferson County Planning Total: $750.05 & Building Department • SON 0 Jefferson County.bartment of.Community Bafflement �`°6 0 621 Sheridan Street, ownsond $A t-f [368)378744 56 . „,-,--„-..,r.* '1s A......, P: 0 © ?0© R23200 d Project Description: JEFFERSON COUNTY DCD Building Type: Project Type: Frame Type: ❑ Single Family X New /1 Wood Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel ❑ Concrete • ❑ Commercial ❑ Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: ❑ Sewer ❑ Community System ❑ Electricity ❑ Oil Proposed: Proposed: ❑ Individual System ❑ Woodstove ❑ Propane Total: 0 Total: 0If not sewer,fill out the following: Vii Heat Pump ''`` n ❑ Conventional ❑ ternative Other N lr7 Permit# SEP (fs1`s?_ Water Supply: / �� � ���� ❑ Private well ❑ Two Party Weld Public:Name of water system:C//�iti-I j 4f tC' U Square Footage: For Office Use Only Main Floor i ©a OS 3�1. 47.00 Consistency Review 2ND Floor Base fee sf -1 rJ( 3rd Floor Plan Check fee—65% 3. 7 o Htd Basement State Surcharge fee 5 O Unhtd Basement Subtotal rri 7. 03 Garage/Carport Pot Water Review fee ---�p Decks 911/Rd Approach fee �R.0 t C t.t‘) Commercial TOTAL 1 q 1. 0 Industrial Receipt# O 3 Other Cash/Check# 8 Total Valuation: Initials L t N Or Date 1 J d /o 3 -� Estimated Co U D oU If within 200' of the Shoreline, J� / Distance to Bank or Ordinary High Water Mark 1 V 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 acce s and right of entry to Jeff- County and it's employees,representatives or agents for the purpose of application eview and any required later inspections. / Access and right of entry t th app antis property or. re shall be requested and shall occur during regular business hours. /� Signature: ja P, , Date: .9 -'', 03 O" -1 H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDpertnitApplication 11-8-01 �! ------------- w 1 /4- a 1'-0 100100 2868 , )U TH ELEV C a GARAGE WEST ELEV 1 /4" - 1'-0 GARA 1/4" - 1'-O NDATION 8' EXP HORIZONTAL BEVEL SIDING TYP- METAL CORNERS ----------- PLAN --------- COMP ROOF 5/4 X 4 DOOR TRIM GARAGE EAST ELEV 1/4" - 1'-0 28LI ------ - - - - -- �----------- NORTH ELEV 1/40 _ 1'-0 30' FELT 1/2- PLYWOOD ENGINEERED TRUSSES NO INSULATION NO GWB 7 1�/ RAISE M CHORD TO CLEAR 10' X 10' AT ONE END r-------------- --- -- ------------I --- - ----- ------ -- ---i i -0. -- 13' + GARAGE SECTION 1 /4' - V-0 r MIN BRACED WALL PANELS TYP 14 - 7-tE3 EAC i-H TTZvss -rev/ WALLS: SIDING PER ELEVATION TYVEK HOUSE WRAP 1/2- PLYWOOS 2X4 STUDS AT 16 PT PLATE WITH 5/8' AB AT 4'-0 0 4' CONC SLAB SLOPE TO DOOR 6X6-10/10 WWM 6 MIL POLY VAPOR BARRIER 4' CRUSHED ROCK 1 i 1 � GARAGE ca CONC-SLOPE TO DOOR (2) DIRECTIONS a A � � jilt) O N 6 0 0 0 o x W W Z X t � of 1 4X12 4X12 1 8'-0"X7'-O" 8'-o"X7'-O• GARAGE PLAN 1/4" - 1'-O sip 0,9 p /lfpN 1194k T pcp FI V1 U�o rT, C\2 W � 00 CO.a co1.4 C� � M a � L E-4 Co mm L O o O c) H P; i PAP �i O �1 Q wL�I un 0 D Q 0 � (S O n f OUND P 11 M PIPE S2' 41' H 0. 31' FROM CALC, POSITION TREE 5, S7{1MP •i4 (iTREE2 3. F fU TREEI U1 `? TREE2 .1�5CDR 4 4 "n IIB' rT i' T Ee 2. FIR 3 f(I k TR E2 I. FIR, O OD �� t O M O rU "D v In 52 �O m ri ME2 3. CDR ,TREE2 e. 5CDR TREE2 4. CDR 86. 60 Drainage Notes 599. 85 S87048' 37' E Iw 0 T is 4. FIRSTUMP ?PROPOSED FESI➢ENDS o° lb 3, 46 8' 3; FOR nh nj � 169, 31 402 1 6 50 il�TREE2 1. CDR N85. 02' 54' E ELEV. 265. 14 1. The contractor shall ensure that the drainage is installed and operational prior to commencement of paving work. 2. Treatment 1 or better required on galvanized steel parts (or else aluminum), on all detention pipe and control structures. Thickness shall be 16 gage. Pipe shall be helical configuration. Rubber gaskets shall be continuous closed cell conforming to the requirements of ASTM designation D-1056, grade RE43E 1. 3. Storm drainage pipes shall be zinc coated (galvanized) or aluminum coated (aluminized) corrugated iron or steel (CMP) or corrugated aluminum alloy (CMP) (no asphalt treatment). Thickness shall be 16 gage. Pipe shall be helical configuration. Rubber gaskets shall be continuous closed cell conforming to the requirements of ASTM designation D-1056, grade RE43E1. HDPE will be accepted also. PVC pipe will only be accepted outside of right-of-ways. Materials allowed for storm drainage conveyance systems 1 A0 PROFDSED BARN A7 9 � CRUSF1� L� 2� 146, 25 - Plain concrete (12" diameter only, and only for driveway culverts). - Ductile Iron, Class 50 or 52. - Reinforced concrete pipe. - Galvanized corrugated iron or steel pipe (with Treatment 1 through 6). - Galvanized steel spiral rib pipe (with Treatment I through 6). - Corrugated aluminum pipe. - Aluminum spiral rib pipe. - Aluminized Type 2 corrugated steel (meeting AASI ITO treaulient M274 and M56). - Corrugated high density polyethylene pipe (CPEP) - smooth interior (maximum 24" dituncter) meeting AASHTO standard M-294. - Corrugated high density polyethylene pipe (CPEP) - single wall, fully corrugated meeting AASHTO standard M-252 (permitted only outside public right-of-way, for use in temporary storm sewer systems, and as downspout/footing/yard drain collectors on private property). - Polyvinyl chloride (PVC) sewer pipe (SDR 35, meeting requirements of ASTM D3034) (permitted only outside public right-of-way and only in privately maintained drainage systems, and with a minimum Y of cover). - High density polyethylene pipe (HDPP) (only 12" to 24" diameter permitted in right-of-way). Pipe must comply with requirements of Type III C5P34 per ASTM D1248 and have the PPI recommended designation ofPE3408 and have an ASTM D3350 cell classification of345434C or 345534C. Pipe shall have a manufacturer's recommended hydrostatic design stress rating of 800 psi based on a material with a 1600 psi design basis determined in accordance with ASTM D2837-69. Pipe shall have a suggested design working pressure of 50 psi at 73.4 degrees F and SDR of 32.5. 46 m ruti I - '3 Bcr 2 - '3 Ec- �1a0' EASEMENT(EA/57') WAoH� Lr1 11 272 1 _- 274 J � µ R Zg2 1° A / e. •^" / ti \ ZaD - ♦-___ // Y p�CL-SS _ 199, 88 SITES /N- C- xla to 0 A Y - r7o --- E XJ S LODLDW IegL.F., Iz'� srtvlc � _ x�1.lo A�! S: Zla- L T / _ L= lol. b5' 200, 00 ELEV. 269. 78 2761..F.-BI0-FILTRATION SWALE ,w 37W O __ z6e ' Ss MDN, SECTION LINE N88' 1618W e Zro6 � P RIM 5 l N1/4COR S. 17 BASIS FOR BEARINGS VOL, 9 P 40-41 /SE DA RIM= lLo.55 �1 Rb I. E. = 271�.55 b4 �- 1 tg° w I STD. GQATE 19 V' I O 190 L.F,Q"STM&�3:0.5076 C.6.a I -TYPE 3D RIM = Z'19.5 I.E.r2'19.5 w I STD. GRATE W o M O (U to `t Z v40�o 50 W 0 Q n r w Q LL1 O'� 9 J o' W D- DATUM IS NAVD 1979 FEZ JEFFERSDN CDUNTY GPS MONUMFAIT No.911'1 GRAPHIC SCALE 25 50 1Do ( IN FEET ) 1 Inch = 50 ft. 434, 69 S88. 16' 16' Frame and grate (7r3 w.5.0.0.T. stn. oLAW a -ay) 6" Riser Section 17' Riser secticn y� °- � /Pr eccst =cse Sec*Icn !mecs.:r_-.ent c- '.7• ,cC�) I I \A '3 Ecr ecch corner '3 ear earn siae 3 fiat ecch wey CATCH BASIN, TYPE 1 N.T.5. F -n 30, 3D' ,L 46 NI)TES: I. TDPDGRAPHY D`( WODD 51.112-VEYING INC. Z. ALL CLEARED 4 GRUBBED SOILS ARE TO RECEIVE A "CENEX HORSE PASTURE SEED MIX" APPLIED IN AMDRDAMEE WITH MANUFACTUREE'.t RECDMMEMDATIONS, AS 500N A5 P0551DLE UPON CDMPLETION OF CLEARING/6QU6DINiS ACTIVITIES. 3. PROVIDE SPLASH BLOCKS t GRADE DRIVEWAYS TO O.B:.S OR TIGHT -LINE DOWNSPOUTS TO 0.8.'5 040���poo v 30•� � 24• .. 22. ,6 y i 30• 24' 22' 16'� ,2• 24 31 30•22•c� Q 16• 17• I 36' 16' TYPE-30 VICINITY MAP (..T •-> S%Z3ELMNE/4NW'A-SECIrl rT2BN)RIE 9 .5 ' AP ROVED STORM NATER PLAN 6' `703 LOPMENI I Z' 3 TOPSOIL (101N.) BIO-FILTRATION SWALE MDT TO SCALE The biofhltration swale shall be lined with a minimum of 4 inches of Type "A" topsoil according to W.S.D.O.T. Standard Specifications. The swale should be seeded, fertilized and mulched according to the recommendations of the local Soil Conservation District as follows: Seed Mixture: Application Rate (per 1000 S.F.): 70% Tall Fescue (Alta, Boyager, Orfawn) 5 lbs. Seed 20% Perennial Frye 7 lbs. Fertilizer (10-20.20) 10% White Clover 50 lbs. Wood Fiber Mach The contractor may be required to provide the County inspector with documentation for the seed mixture used. Seeding of the swale should be performed between March 1 - May 15 or August 15 - October 1 according to W.S.D.O.T. Standard Specifications, with the exception that seeding may be performed from May 16 - September 30 if irrigation is provided. Sodding of the swale will be allowed provided that the sod meets the seed mixture specifications listed above, or if the sod is over seeded with the appropriate seed mixture at the next available planting time. For swales with longitudinal slopes exceeding 4% and/or swales with bottom widths wider than 4 feet, the use of flow spreaders and check dams should be considered to promote broad shallow flow. Slope transitions from the required 3:1 side slope of a swale to a steeper slope or wall are generally discouraged due to problems with the steeper slope sloughing into the swale bottom and with the amount of shading that is caused by the wall or slope. Slope transitions should always take place above the 1 foot minimum swale depth, and should normally be separated from the swale by a flat bench. The Director will only allow these slope transitions on a case by case basis. GENERAL NOTES 1. All workmanship and materials shall conform to the MOST CURRENT Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and APWA as adopted by the Kitsap County Department of Public Works (KCDPW). 2. Any revisions to the accepted construction plans shall be reviewed and approved by KCDPW prior to implementation in the field. 3. The contractor shall maintain a set of the accepted construction drawings on -site at all times while construction is in progress. PORT L LIDL0 W 70-6 DRAINA GE PLAN role RICHAIZD SMITH PHONE : 415-471- 4555 Sri 8 1(o - I'1 D TM AVE. 5E AU?)UF-M , WA. 98D92 PA. Box 120. D30B Clam Grub Road NA 811vsrdale, ULahinnggtm W383 811vwdale 6W-"25.8sattIe (206) 682-5514 - r/j Fax (360) 696-05466 ENGINEERDW4 • SURVEYIWG ��N --EE -- - - - -- PLANNING L. fONA. JUN P. 0 ?003 ExPIREE; 09/12/� I b-IS-D3 REVISED PER COUNTY COMMENTS PJ MAP LTA. - - ALCULAIED CF9AL 16N DR404 CNECXFD DATE SCE JOB NO. SHEET CC -_ NO. DATE DESCRIPTION QY TGW MWE ITGW SVIPJ ETAL MWE 4-20-D I 5D' 3251.D2 I of