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HomeMy WebLinkAboutBLD2006-00273 BUILDING PERMIT APPLICAT USN ML Review T Ty y 256 pe: I Jefferson County Department of Community Development • 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00273 Received Date: 5/18/2006 SITE ADDRESS: N CARNEGIE AVE PORT TOWNSEND, 98368 OWNER: MERIDIAN MTG INVESTORS FUND li PHONE: 206-621-9301 PO BOX 21646 SEATTLE WA 98111 IRONDALE SUBDIVISION: Block: 151 Lot: 5-9 PARCEL NUMBER: 962115122 Section: 35 Township: 30 N Range: 01 W CONTRACTOR: MERIDIAN GREENFIELD LLC PHONE: (206)621-9301 605 5TH AVE S STE 850 SEATTLE WA 98104-4438 Contractor's License MERIDGL973BG Expires 1/11/2007 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI' NSFR W/ATT GARAGE & A/G 120 GAL PROP TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,242 VALUATION 207,461.00 ADD'L: 633 HEAT TYPE: EEE CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 624 SHORELINE: CONST TYPE: DECK: 392 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: CON WATER SYSTEM: OTHER BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 3 Total: 3 Total: 3 Rou inq Date: 5 19 ntA Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $1,598.55 LYK 05/18/06 81356 , .I""fr-4 !r- 41' IV E D Plan Check $1,039.06 LYK 05/18/06 81356 State Building Code $4.50 LYK 05/18/06 81356 AUG Li 2006 - Potable Water Application $55.00 LYK 05/18/06 81356 Jefferson County Planning Total: $2,697.11 & Building Ce,partment 0 41111 3 7 Li r , 34.34 45.66' 20.00' w� 100.00" N 88 = ,si_. d32'20" W In AI jCD In idgm_........ .....__ _..........„..„„mouw...................._ 1 ,... 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"r WASH AREA _�_' w OZ E R. ti CRUSHED GRA It �` O DRIVEWAY '' 14-1 W 6 T ::�� Q O> iloo. �� I 711 ZOO O tt FRONT 7'D O M li 01 SETB4. ^�.U (n -- /.i C4,QRr �V�� O W L i� gcFCq 11 m Z ' 1_ �cE 4i lu (2) q .nc d- 1 TANK S i rn Nsoi O \ ��tt INS �QCi O I :iiii (2 100.00' ,� .0 LOX"3 APPROV D S f, 3 -_ o598o LI SITE PLA Stormwate 's __.. t, ,- 4 ci Required W W J U N 1 9 200 SITE PLAN: 3 MAY 1 8 2006 • • 41) "=20' r lil i le 11!1;' DEFT.OF g r ��� nTLE PR SIGNATURE: VINYARDS AT KALPROJECT NO. 0238700 £' % TITLE ISSUED JULY2005' LOT r3 PLOT PLAN 2 %/S`— /22— 29 REVISED M I i Fl U N ::RER, _"—20 DRAWN BY: CHECKED BY: SKETCH NUMBER Architects+Designers+Planners Pier 56,12ot Alaskan Way,Ste.zoo Seattle,WA 987o7 TEL 206 623.334.4 FAX 206 623.7005 ©2004 MITHUN,INC. • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD06-00273 Received Date 05/18/2006 SITE ADDRESS: 213 N CARNEGIE AVE Issue Date 08/4/2006 PORT TOWNSEND, 98368 APPLICANT: MERIDIAN MTG INVESTORS FUND II PHONE: 206-621-9301 PO BOX 21646 SEATTLE WA 98111 SUBDIVISION: IRONDALE Block: 151 Lot: 5-9 PARCEL NUMBER: 962115122 Section: 35 Township: 30 N Range: 01 W CONTRACTOR: MERIDIAN GREENFIELD LLC PHONE: (206)621-9301 605 5TH AVE S STE 850 SEATTLE WA 98104-4438 Contractor's License: MERIDGL973BG Expires: 01/11/2007 PROJECT DESCRIPTION: NSFR W/ATT GARAGE &A/G 120 GAL PROP TANK CALL IN FOR THE REQUIRE IN PECTIONS THAT APPLY TO YOUR PROJECT. SETBACKS: Og ///_/ oC ALL U F FER: At( 004 Footing: /1/2-3%4 Foundation: Ok l01611/ Stormwater FINAL Approval:66 �/ Underground Plumbing: N/A Underground Insulat/&,MIttioi : A Shear Wall : G3K 1 18 o /AJ lutes 5 3 of Sheathing: Framing: LJ/F Ok /a/i7/oL# QL' 4/44)(.07n Plumbing: OR •{bola fr" Propane Tan /Lines: /,bi LIT 0X 4//0 �A►�K 4I /f1q��� Insulation: Hat c O!C /6/67 4I.LS f {�AGLTEn deli-iL) 5 icvad dX 4/13/ 1 51/ Sheetrock: Septic Sytem Final Approval MUST be obtained before final of structure can be attempted. Road Approach Final Approval: Zoning Final Approval: c� Final/Occupancy Approval: GcrGovrr+tc'uo)�.•1 relm8 HEALTH DEPARTMENT/ JD PUBLIC WORKS 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. HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY - SEE REVERSE SPECIAL CONDITIONS FOR CAS• BLD06-00273 • 1.) 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. 2.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 3.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: Water conservation measures: 1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other approved means and allowed to be released to the soil slowly. 2. Water collected from Storm water and roof catchments may be used for watering lawns and gardens. Unless catchment water has been treated to meet drinking water standards, there shall be no cross connections allowed between the potable supply and impounded water. 3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or gardens. 4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per minute. 5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors and other water saving plumbing fixtures. 6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation). Please NOTE that the above listed measures are not intended to be exhaustive, but rather is intended to be illustrative of the types of water conservation measures. 4.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ: 1. Installation of a flow meter. 2. On-going well monitoring for chloride concentration. 3. Submittal of monitoring data to County. 5.) MANDATORY MEASURES FOR COASTAL SIPZ: 1. For proof of potable water on a building permit application, applicant must utilize DOH-approved public water system if available. 2. If public water is unavailable, a qualifying alternative system may be used as proof of potable water or an individual well may be used as proof of potable water subject to the following requirement: a. Chloride concentration of a laboratory-certified well water sample submitted with building permit application. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 6.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 7.) 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. 8.) A Stormwater Site 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. 9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. I 10.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any ot less than one-half acre 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 unlicensed or inoperable vehicles is prohibited except in those districts 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 vehiclesbe stored in an Environmentally Sensitive Area (ESA). 11.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 12.) Minimum setback from North Carnegie Avenue right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 13.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 14.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 15.) The building height is not to exceed 35 feet. 16.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 17.) 480 GPD DESIGN - NO ADU CAPACITY I:\F_BLD_Permit_Buildng.rpt 10/29/1999 '! -'--E, ' .. PERMIT # BL Y `�& JEFFERSON COUNTY 4n Pt nn �a„r I'' ', - '• k F i ►G i DEPARTMENT OF COMMUNITY DEVELOPMENT �ill[ ' 621 Sheridan Street • Port Townsend • Washington 98368 Alf AY 1 8 2006 4 0 360/379-4450 • 360/379-4451 Fax , http://www.co.jefferson.wa.us/commdevelopment/ STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# O-- (95(0 PROJECT/APPLICANT NAME: li Q Z Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a separate stormwater site plan map. • Project Overview 1. Describe the proposed developed conditions of the site. Indicate position acid relative size of nrnrpsed improvements on the site map. am',/, Ci /A- si.--1v4T• 7 4. ZT.5 ZTpgGf .0 / c. , 0�r,�r ehrrbs��, Existing Conditions Summary 2. Describe the existing ftopography. Indicate contours on the site r r p. Z A_\\SW/�1 L � tc %-tN S� MY InJiI(J YU - Ci 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. th 4. Describe the existing soils. Indicate soil t pe on the site map. �� ��Sac..iry cx 5a.Vk .�1(ja.r.. „ e ci LP Gtsk2r s11�(r .., i� �ler-Ac 1+5 i 151 . i 5. Describe the existing site hydrology(i.e., drainage; behavior of water on the site—above, below, and on the ground). Indicate existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if applicable,and indicate a reage of each. 1��.� ✓ acl« 3 + Iti I 6. Descri e any excess levels of noise generated by the proposed use or activity: APPROVED *10.r.rt.� Geherol Heise -Pt...„, c o,,,dh-uclIne, t ItI"Ple' 1y195 11/4' C2 SfOIWATER PLAN tS \ ,\ J U N 1 9 2006 Stormwate stormwater site plan template.doc—rev.10/12/2003 JEFFERS. iO N Y Require DEPT.OF D: Ft. PME;'T s SIGNATIiR,�r5r to , PERMIT # OLD ' 7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams, ' steep slopes,etc.)on the site. Indicate location on the site map. 1 • M kil 1 8 2006 8. Describe the general vicinity of the site, including adjacent land uses and structures, utilities, roads,,and sensitive/critical areas (streams,wetlands, lakes,steep slopes,etc.). Lt C141 1 i /k 1 r().. �1e, '11N.ttt0vt. Permanent Stormwater Control Plan This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs and facilities to remain in place after construction of the project is completed. "Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control facilities are not exceeded. g, Describe the developed site hydrology,as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30 in the Manual)or, if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas within the site. Locate these facilities on the ite plan and differentiate propose, facilities from e isting facilities. Use a,• t_ Qom,- t.J- I� 1-1'h4-, tv,s.stov-.. 0aiio. 1 a G.- 1-, itlI -icy +, ill ) _ SPc a+# CL o _rvlcsfe�r -) T10Lv, �-de10.:ls _ 10. If the project requires the use of stormwater treatment facilities,describe the types of stormwater treatment facilities proposed for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is normally for"large"projects or projects that involve the po ential for dispersion of contaminants.] • 11. Describe the performance goals and standards applicable to the project. 12. Describe the flow control system. . Sat at C) cle vVtceb/Cv- izi ty, r,.,- stormwater site plan template.doc—rev.10/12/2003 ' 6 • •;HMI flip 13. Describe the water quality s ste . See ar� M48 ✓ -1 ��.. JEf f E8s iav =Ty logo f ' 1 8 2O06 1 14. Describe the conveyance system analysis and design. • . _ 4Q2 o.- ednec) (11q - `--Gh ` 15. Describe the source f fill material,physical characteristics of fill material,and deposition of excess material. • • 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Buildipg podet 17. Describe the propos d surfacing 11materal. `` -- 1 p (� C \� jjv,niG C\rtSreS'To 1.1....t �4X+ru�av? t�4oc._ ►JLo Q f�YiCJ,,,eve 18. Describe methods for restoration of the site. FII cevegi V,oh cs s‘o.......c, dirov44 r'es‘tsVct..tz VtGt.t)cJ0-. 1—. 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only a only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals here. 20. List here and include an special eports or st die conducte to prepare the Stormwater Site Plan. • 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that aff ct the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or restrictions here. ,A A . stormwater site plan template.doc—rev.10/12/2003 7 • • • n ER IIT # Bin CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) _ - . L ' The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicantiri the template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly 'kith rural residential development. SECTION I—CONSTRUCTION SWPPP NARRATIVE 1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual (beginning on page 2-15). 12 Required Elements—Construction SWPPP 1. Mark Clearing Limits.(1 {C vvi- ' e by aer 1/21 Cc Cc r! t -Scfec.:1 .1 i,k,...T ,cn4�c_c_ko 2. Establish Construction Access. `` c r . -I- JSe �Grc1 C Cif USI�Cd rdOL+13 3. Control Fli w Rates. • k 4. Installs `Sediment Controls. 1 '�4,11 �) 11 T te�cp a. tka,-)..ti1dpC' [S er..S w re a,3c� � Cc�U1d —4, d, h _ • 5. Stabilize/' Soils. + ` (rjv�r 04.t4 ''T6 QSat1 � w_] •I c5 t1 -f\c-,1-�C --6. crY,,,Pw-'1- Pr1-S10.,�. 6. Protect Sloi es. 7. Protect Dr in Inlets. i'. . stormwater site plan template.doc—rev.10/12/2003 8 • • • • . PERMIT # HID 12 Required Elements-Construction SWPPP(continued) 0 2 ? 8. Stabilize Channels and Outlets. U T n b Y 9. Control Pollutants. 0.4, Q.r C- C-4,kr.. q-v- (-c1,,rd,e ic, , . a r cc. S 0.-I . 10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site). 11. Maintain Best Management Practices(BMPs). Sze M,AC,, 01.1"• 12. Manage the Project. • 2. Adjacent Areas. a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential areas, roads). • b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). • 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. gtormwater site plan template.doc-rev.10/12/2003 9 • • PERMIT # HIP b. Description of special requirements for working in or near environmentally sensitive areas. yF 4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure). 5. Construction Phasing. a. Construction sequence T�p�e.l y�ral,al C.,,,wshr,c\-o0 b. Construction phasing(if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). Provide a proposed construction schedule II. Wet Season Construction Activities. a. Proposed wet season construction activities. '3 -Two 2 r .itJ.0�-rsa3J IT2 .. t 4-*— b. Proposed wet season construction activities for environmentally sensitive areas. 7. Financial/Ownership Responsibilities. • a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation impacts. 8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable. a. Sediment Ponds/Traps. t . b. Diversions. e� c. Waterways. 0/# • d. Runoff/Stormwater Detention Calculations i stormwater site plan template.doc—rev.10/12/2003 10 • • • � � PERMIT III. # BED QA A ^ " Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shalt be submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change. Final Corrected Plan Submittal If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs (not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan ("as-builts")when the project is completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as constructed. • • APPLICANT SIGNATURE By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. • DOWNS ORIZED R SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: • • • • • • • stormwater site plan template.doc—rev.10/12/2003 12 • • MASTER BASIN PLAN • PERMIT 4- OLD n7 3 DATE PREPARED: February 26, 2003 r s' -rt, r O PREPARED BY: Meridian —Greenfield in conjunction with Quadra Engineering 1, SUBJECT PROPERTY: The Vineyards at Kala Point: Block 143, lots 1 through 32 and lots 37 through 48 plus vacated portions of Division Avenue and block 151, lots 1 through 48 plus vacated portions of Division Avenue, excepting lots 17, 18, 31 and 32 of block 151 Irondale Subdivision; a portion of the NW 1/4, Section 35, Township 30 North, Range 1 West, Willalnette Meridian. The following is a narrative for small parcel development within an existing plat. The existing plat was entitled prior to requirements for stormwater management. Therefore we are establishing a master basin plan for the parcels (building sites) where we will be building homes to the small parcel erosion and sediment control requirements. PROJECT DESCRIPTION, SEQUENCE, EXISTING CONDITIONS Project Description o Single-family residence with detached garage clustered around an interior auto court. a On site sewage treatment system. ❑ On site stormwater management via infiltration trenches and biofiltration Construction Sequence o Establish silt fence and construction entrance ❑ Clear and grade site o Construction of structure(s) o Construct drainage facilities in conjunction with impervious surface o Construction of septic system o Re-vegetate and landscape Existing Conditions ❑ Existing cleared lot with minimal native vegetation and large areas of exposed soil conditions. ❑ Minimal slope to southeast. o No sensitive areas on lot or adjacent. ❑ Sandy Soils BEST MANAGEMENT PRACTICES (BMP's) Each of the 20 sites within these two blocks will contain the following BMP's toward the goal of controlling erosion and sedimentation control. Construction Stormwater Pollution Prevention Plan o Stabilized construction access: Limit construction entrance to one designated location-per --- building site constructed with crushed rock. • o Minimize land disturbing and preserve existing vegetation: Establish clearing limits 1Glafk trees and vegetation to be saved. • • mmR t1' -, Rip ❑ Protection of adjacent properties and existing roadside ditches from sediment deposition: Install siltation fencing at low edge of clearing limits. ❑ Stabilization of stock piled soils using plastic sheeting and placement of material away from roads and property lines o Establish concrete truck wash area. o Regularly inspect and maintain these BMP's. Inspect following any significant storm event. MAINTENANCE PROCEDURES Permanent Stormwater Management Plan o Install an infiltration trench or infiltration depression designed per the attached Reference #1. o General procedures: Water run-off created form impervious surfaces will be "tight-lined" from downspouts and catch basins to the infiltration mechanism. o Location parameters (in accordance of chapter 246-272 WAC/On-site sewage systems) • Set-back from a drain field (down gradient) 30 feet • Set-back from a drain field (up gradient) 10 feet • Set-back from a building foundation: 5 feet o Catch basin: The catch basin is to catch the water from the parking area. Placement of the catch basis shall be a minimum of 12 feet from the parking area to provide for bio- filtration for pollution control. o Install permanent native growth to reduce erosion potential and promote storm water infiltration on site. ❑ Restore majority of the lot to native vegetation with the use of drought resistant native grasses, shrubs and trees with minimal lawn area. 4 a • S REFERENCE #1 PERMIT BASIS OF DESIGN Jtr t tttoON COUNTY DCD The USDA Soil Survey of Jefferson County Area,Washington identifies the soils in the area of the subject project as both: - Cassolary, a sandy loam with Unified Soil Classification of SM and a permeability of 2.0 to 6.0 in/hr; and - Hoypus, a gravelly/very gravelly sand and loamy sand with a Unified Soil Classification of • GW-GM /GM and a permeability of 6.3 to 20.0 in/hr Based on the descriptions provided on the Soil Evaluations for the Onsite Sewage Disposal System Design of the Septic Design Application it is reasonable to identify the soils as Cassolary. Use 2.0-in/hr soil permeability for infiltration calculations (minimum indicated in Soils Survey) Disturbance of native vegetation outside of the building envelopes will be minimized. Disturbed areas will be re-vegetated with native plants. The project is not tributary to a creek. Design storm is 25yr-24hr event with a depth of 2.1 inches as found on the isopluvials in NOAA Atlas 2, Volume IX SITE SPECIFIC STORM WATER MANAGEMENT Flows from impervious surfaces will be conveyed to an infiltration depression or one.of three infiltration trenches. The different options are provided as equal alternative to allow flexibility depending on the specific configuration of each site. Contractor's Option 1: Infiltration Depression An infiltration depression can be constructed to provide 0.004 acre-feet*43560ft/acre = 174.2 cu feet. See"Subcatchment 1 S: Developed"on page three of this Reference. Exact sizing (length, width and depth)will be determined based on the site Contractor's Option 2: Infiltration Trench Sections Three trench sections (types)are provided to allow for site variations. The typical features of these are: All 3 types of trenches shall be: - 2-ft wide x 2-ft deep (excluding cover) x L (where L = the length as provided below) - placed "on contour" with 0% longitudinal slope - lined with filter fabric on all sides and have a minimum overlap at seams of 8-inches or as specified by manufacturer - Back-filled with drain rock Trenches using Section 1 or 2 shall be no closer than 5-feet (edge to edge)from any other stormwater,infiltration trench Trench Section 3 can be placed side by side and connected via a manifold if adequate area is available"on contour" G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.doc 1 of 6 • • PFRWvIlT # OLD REFERENCE #1 0 � L Trench Calculation: iff4PelOti, pr ,,L The calculations that follow are for a unit of impervious surfacing (measuring 1000 square-foot) (� that drains to an infiltration trench. The calculations where performed using HydroCAD® by Applied Microcomputer Systems using the following methodologies to address and to compensate for limitations of the software: All Sections: - Are 2-ft wide x 2-ft deep (excluding cover) x L (where L=the length as provided below) - Soil permeability was converted from 2.0-inch/hour to feet/minute (per unit algebra) 2.0-in/hr x 1-foot/12 inches x 1-hour/60 minutes= 0.003-ft/hr - A 30%void space (detention volume)was used for the drain rock; this is shown as "open %" in the pond calculation summary. Section 1 - Is a conventional drain rock filled trench with a 4"perforated pipe. The storage volume of the pipe is considered negligible and is therefore not included in the calculations. Except as noted above in "All Sections" no compensation was required. Section 2 - Includes the use of a 12-inch pipe for additional storage volume. The void space is adjusted to account for the additional volume provided by the pipe. The calculations include adjustments at the '/a, '/z, and 3/a depths of the pipe. - The"irregular section"method of calculation was used to address the irregularities/variations in the void space. Section 3 - Addresses a possible requirement of a single large infiltration"mat"; where multiple segments/lengths of"trench" are joined using a 4"pipe manifold by branching - Each ; where a number of"trenches"are constructed side by side . Infiltration in this section is calculated through the base only. Trench Construction: The Developer shall construct infiltration trench(es) based on the total units of impervious surface on each parcel. The following trench lengths (L)are to be applied as applicable: Section 1: L = 18-LF per 1000-sf of impervious surfacing (2-ft x 2-ft trench with 4-in perforated pipe) Section 2: L= 15-LF per 1000-sf of impervious surfacing (2-ft x 2-ft trench with 12-in perforated pipe) Section 3: L=24-LF per 1000-sf of impervious surfacing (2-ft x 2-ft trench constructed as a mat 4-in perforated pipe) Example: - For a residence with a 1500-sf home, 600-sf garage, 200-sf patios &walks, and 1200-sf of driveway& parking for a total impervious area of 3,500-sf using Section 2. - The total length of trench required is: = (3500-sf total impervious area/ 1000-sf unit impervious area)x 15 linear feet of trench = 52.5 linear feet of trench G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.doc 2 of 6 REFERENCE #1 ,'` 'III' 1 ;1 ; Vineyards_25yr-24hr Type IA 24-hr Rainfall=2.1" (AMC=2) Page 1 2/24/03 Subcatchment 1S: DEVELOPED Runoff = 0.01 cfs @ 7.88 hrs, Volume= 0.004 of Runoff by SBUH method,Time Span=0.01-24.00 hrs,.dt=0.01 hrs Type IA 24-hr Rainfall=2.10" Area(sf) CN Description 1,000 98 Paved parking &roofs Tc Length Slope Velocity Capacity Description (min) (feet) (fb`ft) (Ns ec) (cfs) 5.0 Direct Entry,Assumed G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.doc 3 of 6 PERMIT # BUJ REFERENCE #1 > • ' 9IY BCE Vineyards_25yr-24hr Type IA 24-hr Rainfall=2.1" (AMC=2) Page 1 2/24/03 Pond 1 P: SECTION#1 (2'x 18'trench w/4" pipe) Inflow = 0.01 cfs @ 7.88 hrs, Volume= 0.004 af Outflow = 0.00 cfs @ 8.63 hrs, Volume= 0.004 af, Atten=62%, Lag=44.9 min Discarded= 0.00 cfs ar 8.63 hrs, Volume= 0.004 af Routing by Stor-Ind method,Time Span=0.01-24.00 hrs,dt= 0.01 hrs Peak Elev= 1.98' Storage=21 cf Plug-Flow detention time=35.6 min calculated for 0.004 of(100% of inflow) Storage and wetted areas determined by Pyramidal sections Elevation SurfArea Open Inc.Store Cum.Store Wet.Area (feet) (sq-tt) (%) (cubic-feet) (cubic-feet) (sq-ft) 0.00 36 30.0 0 0 36 2.00 36 30.0 22 22 84 Discarded OutFlow (Free Discharge) t_1=Infiltration # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003000 fpm Infiltration over entire Wetted area • • G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.doc 4 of 6 REFERENCE #1 • • PERMIT # BLD Vineyards_25yr-24hr • Type IA 24-hr Rainfall=2.1" (AMC=2) Page 1 STY !JCDi 2/24/03 Pond 1 P: SECTION #2 (2'x 15' trench w/12" pipe) • Inflow = 0.01 cfs @ 7.88 hrs, Volume= 0.004 af Outflow = 0.00 cfs @ 8.39 hrs, Volume= 0.004 af, Atten= 57%, Lag=30.3 min Discarded= 0.00 cfs @ 8.39 hrs, Volume= . 0.004 af Routing by Stor-Ind method,Time Span=0.01-24.00 hrs,dt= 0.01 hrs Peak Elev=1.92' Storage=21 cf Plug-Flow detention time=32.5 min calculated for 0.004 of(100%of inflow) Storage and wetted areas determined by Irregular sections Elevation Surf.Area Perim. Open Inc.Store Cum.Store Wet.Area (feet) (sq-fl) (feet) (%) (cubic-feet) (cubic-feet) (sq-ft) 0.00 30 34.0 30.0 0 0 30 0.50 30 34.0 30.0 5 5 47 0.75 30 34.0 38.0 3 7 56 1.00 30 34.0 58.0 4 12 64 1.25 30 34.0 38.0 3 15 73 1.50 30 34.0 30.0 2 17 81 2.00 30. 34.0 30.0 5 21 98 Discarded OutFlow (Free Discharge) t1=Infiltration # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003000 fpm Infiltration over entire Wetted area • • G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.doc 5 of 6 • REFERENCE #1 PERMIT # gin r Vineyards_25yr-24hr Type IA 24-hr Rainfall=2.1" (AMC=2) 2/24/03 I LICU Pond 1 P: SECTION #3 (2'x 24' branch of mat) Inflow = 0.01 cfs @ 7.88 hrs, Volume= 0.004 of • Outflow = 0.00 cfs @ 6.08 hrs, Volume= 0.004 af, Atten=78%, Lag=0.0 min Discarded= 0.00 cfs @ 6.08 hrs, Volume= 0.004 of Routing by Stor-Ind method,lime Span=0.01-24.00 hrs,dt=0.01 hrs Peak Elev=1.90' Storage=27 cf • Plug-Flow detention time=84.5 min calculated for 0.004 of(100%of inflow) Storage and wetted areas determined by Pyramidal sections Elevation SurfArea Open Inc.Store Cum.Store Wet.Area (feet) (sq-tt) (%) (cubic-feet) (cubic-feet) (sq-it) 0.00 48 30.0 0 0 48 2.00 48 30.0 29 29 103 Discarded OutFlow (Free Discharge) t1=Infiltration # Routing Invert Outlet Devices 1 Discarded 0.00' 0.003000 fprn Infiltration over entire Surface area • • • • G:\Projects\The Vineyards\Design&Engineering\reference 2-quadra storm water.doc 6 of 6 • I ,i SON cam JEFFERSON COUNTY 1 £ '3 rrl t.t - ' DEPARTMENT OF COMMUNITY DEVEt QI'MENT `"--- i iJ 1.0t Sr ~' ` `� 621 Sheridan Street • Port Townsend •Washington 98368 -------i t c,Gik_ 4ilibp, 360/379-4450 • 360/379-4451 Fax i ft0 www.co.jefferson.wa.us/commdevelopment MAY 1 8 2006 Master Permit Application MLA:- 0(0- S.0 Project Description(i lude separate sheets s necessary): Tax Parcel Property Number: q( 2 I IS 172 Size: t2,SGC)Ti' (acres/square feet) Site Address and/or Directions to Property: X ---g_ ,�. "—t-2— Property Owner(s)of Record: kW Wiz- i,G, ice! p.fa��-c rry t,JV -v ism, Telephone:2a=:1Co tdLf / Fax: (fit [ email: AkAtiterv:\kc....ffeeskc 4,VJA14)1/4. Mailing Address: T,. a.,x 2 i Ca4-e O -C' 2V. f�,)A- 4'IN I I Applicant/Agent(if different from owner): Telephone: Fax: email: Mailing Address: What kind of Permit?(Check each box that applies) ❑Building ❑ Variance(Minor,Major or Reasonable Economic Use) ❑ Demolition Permit 0 Conditional Use[C(a),C(d),or C]** ).Single Family ❑ Discretionary"D"or Unnamed Use Classification „�e"Gara9e Attached/Detached 0 Special Use(Essential Public Facilities)** ❑ anufactured Home 0 Boundary Line Adjustment ❑ Modular 0 Short Plat** ❑ Commercial* ❑ Binding Site Plan** ❑ Change of Use 0 Long Plat** --�Address ,oad Approach o Planned Rural Residential Development(PRRD)/Amendments** ropane 0 Plat Vacation/Alteration** ❑ Allowed"Yes"Use Consistency Analysis 0 Shoreline Master Program Exemptioru'Permit Revisions** ❑ Stormwater Management 0 Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance ❑ Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment 0 Forest Practices Act/Release of Six-Year Moratorium *May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate Airm to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE ) Date: 1`t t 1c+S By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent 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 its employees,representatives or agents for the sole purpose of application review and any required later inspections.Access and right of entry to this property shall be requested and shall occur only during regular business hours. � Signature: Date: r — The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfera pens. .ity-foradherirry-to-and"complying with the ESA. The Applicant has read this sc imRr and skins and dates it below. Signatur . l Date: trjl C:\Documents and Settings\mochil\Desktop\Master Permit Application 7-8-04.doc • • ram ) OWNER BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they-are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: ' !, I MAY 1 8 2006 , . GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: M IDMkt4-(12:IrlciEW (ZOLII ken 9�v I (ZEXt,)(OCI -S O MAILING ADDRESS: EMAIL: lie `t rlv r�4P� C CONTRACTOR'S LICENSE WAINS � mPr��r� NUMBER: -1 MEIC-%USX—CA1.r2 NUMBER A ARCHITECT/ENGINEER: . t ,- �� • 9, PHONE (2(- , )(�? _33 Ax: ( ) MAILING ADDRESS: F� EMAIL J Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New ti< Wood Existing: 0 ❑ Sewer ❑ Addition ❑ Steel Proposed: 3 Bank U Community System 0 Alteration/Remodel ❑ Concrete Total: I Height: >/(ndividual Syste . [1 Repair ❑ Masonry S mPermit# Li Demolition ❑ Other: Bedrooms: Water Supply: Existing: C) Setback: ❑ Private well ❑ Two Party Tye of Heat: Proposed. 3 .,[Public i..:Cii-IL Total: 3 Name tof S m:T at ek-A0v:cov If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: • IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank 1 Above grqund Tank Size of Propane Tank: f Zo ✓ arc,-P 1 Heat Stove i Cook Stove i Woodstove i Eireplace Insert i Hot Water Tank I Pellet Stove i Other Is this appliance being installed in a Manufactbred/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines,tank location and size, distances from the propane tank to all propecty lines,buildings and sepq system com onents, including the reserve area. 1 () L cf -\Q_ UL av Square Footage For Office Use Only Current Proposed _ f-1-/ Ikt f Amount (15, Main Floor Consistency Review: of 12-�Z I113?.0 (. - 2"u Floor e e✓ —� :::i:Section, (,53 ,L5c.q ,55 3f°Floor Mezzanine: Plan Check fee: ( , Heated Basement State Surcharge fee: e a—C) Unheated Basement Pot Water Review fee: °I Other Unheated �911/_Rd Apprt ch fee: CO Garage/Carport � CO/J 14707 TOTAL: $ 4 DNA k 1 Decks Co J�2 �1. �+Jr�/,a(f 1'^� �� 1 55(4, t ?lt� Receipt Number: Other_ 5o.1 ,6164ed _ Cash/Check Number: 1a�73 ESTIMATED COST REQUIRED 3� �� (REQUIRED) Z' '� �;�1-}(�i �1 Date: (�S .Fair market value of all labor and materials found ion to knish / )3/ 75 ) Initials: C:\Documents and Settings\mock l\Desktop\Master Permit Application 7-8-04.doc T-O' T-O' 6'-6 1/2' 14'-0' T-5 1/2' PATIO 9� 1 0 0 (4) 3-OX6-0 SH CONCRETE N O Ft 11 a y;. Rn 1 1/2' ' T&G o N ^ o SC FFIT C4El Wes-. to 2-OX6- 2-OX6-0 y 10 1/ 1'-1 1/2' _ -- SH a SH ------ .I UL LISTED DIRECT VENT GAS 4 TRANSOM SG 0/ PR 2-6 SG 1 FIREPLACE W/ 16' FLUSH HEARTH & STORE DRS. mM MIN. 6' SQ. IN O.S. I 3' YP COMB. AIR. ISTALLEDULE NSTRUCTIONN W EC &EVIAQC , m 0 DINING LIVING LIVING h HDWD C AG 1°' STRAP HWT PER UPC 310- 1 0 6' OC_ OC FIELD 48' OC 1 Y-j� 3'-7 3/8' 4'-2 5/8' T-1u 1/2' 'NOS C4 ID ' _ IOC ' C4 0 LL 22X30 3OX30 e FIELD 24' OC 0 N MIN 50 7 ATTIC CRAWL 1 =�"- CFM FAN 6 y� c ' VTOS El; . sl ACCESS SPACE PANEL 1� kR DW MEMBERS ACCESS 4g >" 0 NAILING ---- ; �A - -- --- -- ----- --- -- _,..... _ -- - ---- . R. LARGER 0 TP i 0 C4 8X3 I , 1 0 4' OC EDGES Nun s R KITCHEN -D 3/4' X 12' AB 0 1 I i BATH RA LOW I HDWD r I =ROM ENDS i- 8X20 X36H i RANGE & MEMBERS " N 3'-0'.. - y HOOD I ,1y ' NAILING 0 TB i MIN 100�FM-4J1 R LARGER El; °' `� i�l 0 5VOTOS 1 = ' I -a `- CFM FAN I IESTRAINT PANEL ' . ' lu z `° 3 0 ? i I VTO 1 1 C4 ae J N; N I , �ES SHALL BEC11 1 , . 0= s.:.. I 7 REF r i 2-6 in 2.4 i -""-' st I 0 4' OC EDGES to sE -D W/ 3/4' AB 0 0 � 110V FROM ENDS �' , _ 1.4 6'-0' 3'-8' 2'-7' 8'-8 60.32 BATH ° EHWR iES SHALL BE 1 M s0 HDWD EiNCL ' nov TB ❑' MASTER NTR BEDROOM HDWD 5 SH. ____R&S_ CARPET a ' i o 4-0 BF\ ID 2• V C4 0 0 2, 2, SD 3,-5. O I% t0 11 C4M N I - 3' TYP O d EGRESS ;_ I- PARLOR /DEN F .. .Y. _.,_ 0 (2) 3-0 5-0 SH 0 1 o r CARPET 1/2'X4' T&G J SOFFIT PORCH L = o' q VAULTED Cl.G. W/ CONC. tD 7 OPT. SCISSOR D2 `\ TRUSSES N W w p ' 1 .36 RAIL < EGRESS VA!1 (21 3-OX5-0 SH ' 44 1/2' 1'-4 1/2' Qo 5'-6' 1 0 x u- S3 1'-8 1/2'7-2 1/2' MIN 50 CFM W.H. FAN W/- TIMER 2-OX2-6 VTOS AA UTILI' VINYL SH F 6'-0' JSOFFIT PORCH CONC. SLOPE C 6' RISERS AND 12' TREAD TC GRADE iD F 0 ml ID ap `� NOTE: SEE SUNPORCH OR BREEZEWAY PLANS FOR PORCH ELEVATIONS PERMIT # BLP CC `` 06 0 1g), Effthsoh Z i MAY 1 8 2006 1 ELEVATION 5 MAIN FLOOR 1242 SF roA i nun AI 2x+D IreM+PlenneM i2m Nuken Wry SUN@ 200 SsNl% WA 96Toi TiL 2o6 0+3.3344 rAx 2o6 623.7M PLAN 1 ELEVATION B KALA POINT COTTAGE; PROJECT: Kala Point Cottages LOCATION: Port Townsend, WA PREPARED FOR: Meridian Partnership Management, Inc. Na DATE ON CONST. SET 04/21/03 CORRECTIONS 9/8/03 IRC UPDATE 2/05/05 PARTNER N CHARGE BK PRMCT MANAGER DB PRMCCT ARCHITECT DB PROJECT TEAM MENDER CHECK DB PROFESSOM SEAL 3689 REGISTERED f1tC TECT E L. WILLIAMS STATE OF WASHINGTON MAIN FLOOR PLAN PROJECT NO. 0238700 DATE 12/17/02 PROJECT NETNORK PATH S:\2002\0238700\CADD A\BASE-DWG\PLAN 1 SHEET NOMDER A=2 B MAIN FLOOR PLAN va• . r_o" CONSTRUCTION SET 0 cV SF A T-O' I 0 3-OX5 j0 SH --------------ALT. 2-OX2-S p a,.- . ,,.,... 1 1 STRAP HWT W PER UPC 1310 i �2-1/2'1 STL o i',i BOLLARD BURNERS AND C) 3i ELEMENTS MIN.18' LLO''' ABOVE FLOOR �x x N O X o � I'1 N J 1 3 1 a 1 6'-2' NOTE: FURR IN ABOVE LANDING FOR INSI a 7' 0' I 1/2' GWB AT WALLS 5/8' TYPE X GWB 0 ALL BEAMS, POSTS, N AND CLG. 4' THICK CONC. GARAGE SLAB SLOPE MIN 1/8'/ FT �V QiGG1 � 2 TOWARDS 0-H. DRS, Iu- QO GP 6'-8 1/2' 7 II ------------------------------------------ IiI X30 r�, TTIC TLLIIII CCESS NEL I�IIII i 1 16'X8' nH DR mm i pI' IL � a 110 V ® i T � � io N N O 1 / I 1 / 3-0 111 1 1 1— -- 3 2-OX2-6 FXD ALT. DOOR LOCATION W/ SUNPORCH OR BREEZEWAY 4'-8' 4'-4' n �1-3/8' SOLID CORE DOOR A eA -4 1/2' FIRST FLOOR PLAN 28' 0' OPTIONAL PAIR OF 8'X8' DRS 16'-3' 1/4" • 1'-O" x N 1'-4 1/2' 0 0 N n GARAGE 672 S.F. RESIDENCE MAIN FLOOR 64 S.F. UPPER FLOOR 568 S.F. TOTAL 653 S.P. n_ t 06 0273 Affiflsom COUNTY 0 EXPIRES N 9 0C NOT FOR CONSTRUCTIC SECOND FLOOR PLAN 0 1/4" • 1'-0" UPPER FLOOR 569 S.F. MAR 1$ 20P '1UNMIYI�I MITHUH Amh tects+DnIgners+Pl.nrgr: PIRe 36 ,m, Alatanwry Slate m0 Sur* WA 01m 0 m wS 6233.77 CARRIAGE HOUSE � ELEVATION A I 4'5 i KALA POINT COTTAGES PROJECT: Kala Point Cottages LOCA710N: Port Townsend, WA PREPARED FOR: Meridian Partnership Management, Inc. NO DATE RENSON IRC UPDATE 01/07/05 PARTNER IN CHARGE WK PROJECT MANAGER BS PROJECT AROHHECT BS PROJECT TEAR MEMBER FYC CHF« FB PROFES9ONA SEAS 3689 RF , i t"I.,r E STATE OF WASHINGTON FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPUCATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GWERNMENTAAGENOES TIRE UPPER FLOOR PLAN PROJECT NO. 0238700 LITE 04/28/03 PROJECT NEfNCg1( PATH S:\2002\02387001CacPA \Ba_se-DrawingsMans \cardage•PLdwg SHEET NUMBER i- A4ACD SET NOT FOR CONSTRUCTION COPYRIGHTm2001 MUHUN,INC.