Loading...
HomeMy WebLinkAboutBLD2007-00478 07 QUILDING PERMIT APPLICAtN MRL viewTy4496 pe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD07-00478 Received Date: 8/28/2007 SITE ADDRESS: 3'-Q S PALMER DR OWNER: WAYNE R HAWKS PHONE: 573-449-2941 CAROLYN HAWKS 3212 WEST CREEK CIRCLE COLUMBIA MO aftlik3 (p5O3 CAPE GEORGE COLONY DIV 2 SUBDIVISION: Block: 4 Lot: 35 PARCEL NUMBER: 938100435 Section: 13 Township: 30 N Range: 02 W CONTRACTOR: J&J CONST OF PT ANGELES INC PHONE: (360)457-1809 233 ALICE RD PORT ANGELES WA 98363 Contractor's License JJCONP*099PA Expires 10/1/2007 REPRESENTATIVE: SCOTT SCHWAGLER PHONE: 360-457-1809 233 ALICE RD PORT ANGELES WA 98363 PROJECT DESCRIPTION NSFR W/ ATT GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,901 VALUATION 500,000.00 ADD'L: HEAT TYPE: HTP CODE EDITION: 2006 HEAT BASE: 1,901 HEAT TYPE: WOD OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 559 SHORELINE: CONST TYPE: DECK: 1,271 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: CAPE GEO BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 2 Prop: 4 Total: 2 Total: 4 Routi q Date: Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $3,233.75 LYK 08/28/07 93032 APPROVE[ Plan Check $2,101.94 LYK 08/28/07 93032 State Building Code $4.50 LYK 08/28/07 93032 KT ao 2007 Potable Water Application $58.00 LYK 08/28/07 93032 Total: $5,398.19 Jefferson County Planning 14 Building Department Jefferson County Building Dillon Permit Numb' BLD07-00478 Applicant: HAWKS BUILDING PERMIT INSPECTION APPROVALS \pplicable Code: 2006 International Building Codes To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection. Requests received after 7:00 AM will not be scheduled for that day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks Erosion Control Foundation Footing 42_7j4 Footing Drains 3/io%B Foundation Stem Wall �a/�/(7er Underground Plumbing 5,2f6 4 J � Straps(hold downs) Ext. Shear Wall Nailing ce-5-0s; Rough-in Plumbing 7//4/6g v 1 Framing G��--Or ?tr.cc,,rfeetunl ,e7Tee l i IO" f.)6e re-4 014-ci Blocking Airseal Insulation:Walls Ct'_t U—pg N vw be— Po23..- ,5' Jr-so Q_ i, c, i a-Art zfi Insulation: Floors � r©4 �� aN��S w.�ltwnWl�., t NJo�c.� 65171q Insulation: Ceiling Int. Shear Wall Nailing ":I,,,t-9' G- � r Wallboard Nailing 9.z3 U��, Gas Line: Interior Gas Line: Exterior Propane Tank rsT c-t+T&infSfieS , s"" L i T Co •DS— ids` ),L-ti Heat/Chimney Clearance Drywell/Alt Drainage Address Posted r1Cfwc/ce gerotO - 4'A.rkvE ooP 'e , t t;RA Alf �#Iat Wog fx Vie "7 ,-1,e6p‘A6‘ 7/0 e N /oP I�� FINAL INSPECTION _o,ci v FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • i CONDITIONS for Building Permit# :BLD07-00478 1.) The application was reviewed by the Jefferson County Department of Community Development staff on October 15, 2007 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: Unstable Shoreline Slope Stability; Susceptible Aquifer Recharge Protection Area. 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.) 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. 5.) 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. 6.) The applicant is proposing to create or add 4,320 square feet of impervious surface and 15,320 square feet of land disturbing activities. JCC 18.30.060 and 18.30.070 require the project applicant submit a stormwater plan meeting Minimum Requirements #1 through #5 of the Department of Ecology Stormwater Management Manual for Western Washington. The stormwater plan shall address measures to control stormwater, erosion and sediment during construction and shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 7.) An Engineered Stormwater 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.) 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.) The site plan as submitted with the Building Permit application on October 15, 2007 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 October 15, 2007 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 10.) This approval is for a new 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. 11.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 12.) Not more than 2 unlicensed vehicles shall be stored on any 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor vehicles is prohibited except in those districts where specified as an autormobile wrecking yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter 18.18 JCC, and such storage shall meet the requriements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 13.) A minimum of two (2) on-site parkespaces shall be provided for the single fa residence. 14.) The building height is not to exceed 35 feet. 15.) Maximum lot coverage is not to exceed 28% per JCC 18.30.050#15. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 16.) South Palmer Drive (P-148) is a private local access road. An address was applied for a time of building permit application. 17.) Building Setback from South Palmer Drive right-of-way is no less than 20 ft., side and rear setbacks are no less than 5 ft. If an environmentally sensitive area (ESA) is present, then the more restrictive setback shall apply. 18.) This parcel was created through the Cape George Colony, Division 2, Long Plat Subdivision under AFN 168941, recorded 7/16/1961 with the Jefferson County Auditor's office. 19.) PRIOR TO OCCUPANCY & BUILDING FINAL- FINAL APPROVAL OF SEPTIC SEP06-136 IS REQUIRED. MUST COMPLY WITH ALL PERMIT CONDITIONS, STATE AND LOCAL CODE. 20.) MUST COLLECT AND DIVERT ALL SOURCES OF DRAINAGE AWAY FROM SEPTIC TANK, RESERVE & DRAINFIELD. 21.) DECK PERMITTED WITH CANTILEVERED ENGINEERING, IF FOOTINGS ARE USED MAY REQUIRE ADDITIONAL REVIEW. MUST MAINTAIN SUFFICIENT SETBACK FROM TOE OF GLENDON. 22.) A MINIMUM OF 10' MUST BE MAINTAINED BETWEEN EDGE OF DISPOSAL COMPONENT AND ANY BUILDING FOUNDATION, FOUNDATION DRAINS OR CURTAIN DRAINS. 23.) A Declaration of Restrictive Covenant has been recorded on 10/26/2007 under AFN 528680 for the purpose of restricting the number of bedrooms to two (2). The Covenant is strictly for building and septic purposes only. 24.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM DAVID HANNA WITH NTI ENGINEERING STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STORMWATER SITE PLAN DATED AUGUST 25, 2007 AS SIGNED BY DAVID HANNA OF NTI ENGINEERING. { • • STORMWATER SITE PLAN I! ECEIVED for Parcel 938-100-435 FEB 0 8 2008 OFFSITE RUNOFF SUPPLEMENT, 6 Pages JCFCEUSON CUUn DCC • V � J , 1, mY. a,.._._ ,;..R ..{-- a f ' \� M..F1.A Q, 0FwasNrill Prepared for: (u� WAYNE & CAROLYN HAWKS c. ' ' / .-6 4- 23747 0 'w� ' ONAL EEC''' 0/-07-08 NTI Engineering & Surveying 717 S. Peabody St., Port Angeles, WA 98362, 360-452-8491 • • B. Developed Site Hydrology Calculation of the hydrology of the site in the developed condition is necessary to analyze the capacity of the conveyances from the site to the receiving waters. While the flows from the neighboring parcel to the north, shown in Map 4 on page vi will eventually be handled by the stormwater management system from that parcel, the flows will continue to cross over onto the Hawks parcel for some time after the Hawks parcel is developed. For this reason the Hawks conveyances should be sized to handle these flows. Runoff from Palmer Drive will enter the curtain drain and will share the conveyance in the tightline pipe below the Hawks parcel. For this reason these flows are included in the hydrologic calculations for the Hawks parcel. Data for the contributing basins for flows in the tightline pipe at the southwest corner of the Hawks parcel are shown on Figure 2. DEVELOPED CONDITION HYDROLOGY, BASINS CO 30 20 10 0 30 SCALE IN CELL DEVELOPED ONDTTION BASIN PARAM ERS 01 ON SITE, 10620 LAWN/LANDSCAPING (2) ROOF, 3270 SF, IM•.'VIOUS - © CONCRETE SLAB, 1 180 ', IMPERVIOUS ® PALMER DRIVE, 3630 .SF I 'ERVIOU.S 05 OFF SITE, 8970 SF, MEAD* PASTURE 0 Figure 2 RECEIVE 11 FEB 082008 Jf FEUSON COUNTY DCD III • Because of the relatively small areas involved and the steep grades for conveyances, a single runoff volume is calculated for a 25 year storm event and this volume is used to size all of the conveyances. This will not result in any pipes being oversized since all of the pipes are already installed. This is merely a verification of their capacities. Areas of the various surfaces and their characteristics for determining thresholds are listed in Section I.0 Proposed Improvements, on page 3. These areas are slightly different from the areas used for hydrologic calculations since the hydrologic basins include small areas above of the Hawks parcel which will contribute to flows at the southwest corner of the parcel but are not included in threshold areas since they are not located on the project site. 1. Methodology Because the only need for hydrological calculations is to determine the peak instantaneous flow to verify the capacity of the conveyances, a continuous hydraulics analysis is unnecessary. This report used the Santa Barbara Urban Hydrograph Method to determine the peak runoff. Calculations of the Weighted Runoff Curve Number for the overall site are included in Table 1. POST-DEVELOPMENT WEIGHTED RUNOFF CURVE NUMBER CALCULATIONS P ri t f Area Curve No. Land an U,ca (acres) (Cn) (A x Cn) On site lawn, landscaping 0.24380 90.00 21.94 Roof 0.07510 98.00 7.36 Concrete 0.02710 98.00 2.66 Palmer Drive 0.08330 98.00 8.16 Off site meadow, pasture 0.20590 89.00 18.33 Subtotal Pervious Area = 0.63520 Remainder Area = 0.00000 98.00 Total Pervious Area = 0.63520 58.446 Total Impervious Area = 0.00000 - 0.635 Total Area = 0.63520 92.012 Weighted Ave. Runoff Curve Number (rounded) = 92.0 Table 1 1 ,t,1EI[ TD FEB 0 8 2008 12 JEFFEUSON COUNTY UCU • • HWYDRNOI .WB2 Date: August 23, 2007 PROJECT: Hawks 13 (30-2) drainage BASIN DATA Postdevelopment Basin Data Undetained Detained Total Area: 0. 6352 (Ac) + 0.0000 (Ac) = 0. 6352 (Ac) Cn: 92 . 0 100.0 Tc: 6 (min) 6 (min) RAINFALL Peak 24 hr rainfall depth Basin Rainfall (Qr) 25 yr storm: 2 . 30 (in) 0. 4773 (cfs) POSTDEVELOPMENT RUNOFF Peak Runoff From Entire Basin ----- (Qpos) 25 yr storm: 0. 2558 (cfs) Table 2 C. Performance Standards and Goals The various thresholds of the DOE Manual are used to determine the required Minimum Requirements for this project. Table 3 is a flow chart taken from the DOE Manual to determine the minimum requirements for this project. The path for this project is indicated in red. 14 •STORM SEWER PIPE - BARREL CAPACITY & INLET CAPACITY. Assumptions: Hazen/Williams C value = 80 Min barrel slope is based on pipe flowing full and is the slope necessary to just overcome friction losses in the pipe barrel Min depth of inlet is based on a square edge circular inlet (inlet coefficient = 0.62) and is that head necessary to get the water started flowing down the pipe. Pipe Dia. __> 4 in. 6 in. 8 in. Min Min Min Depth Depth Depth to Min to Min to Min Flow Pipe IE Barrel Pipe IE Barrel Pipe IE Barrel (cfs) (ft) Slope (ft) Slope (ft) Slope 0.70 2.77 15.32% 0.76 2.13% 0.50 0.52% 0.71 2.84 15,73% 0..78 2.18% 0.50 0.54% 0.72 2.92 16.14% 0.79 2.24% 0.51 0.55% 0.73 2.99 16.56% 0.81 2.30% 0.51 0.57% 0.74 3.07 16.98% 0.82 2.36% 0.51 0.58% 0.75 3.15 17.41% 0.84 2.42% 0.52 0.60% 0.76 3.23 17.84% 0.86 2.48% 0.52 0.61 0.77 3.31 18.28% 0.87 2.54% 0.53 0.62% 0.78 3.39 18.72% 0.89 2.60% 0.54 0.64% 0.79 3.48 19.16% 0.90 2.66% 0.54 0.66% 0.80 3.56 19.61% 0.92 2.72% 0.55 0.67% 0.81 3.65 20.07% 0.94 2.79% 0.55 0.69% 0.82 3.73 20.53% 0.95 2.85% 0.56 0.70% 0.83 3.82 21.00% 0.97 2.91% 0.56 0.72% 0.84 3.91 21.47% 0.99 2.98% 0.57 0.73% 0.85 4.00 21.94% 1.01 3.05% 0.57 0.75% RECEWED FEB 082008 JEFFERSH COUNTY BCD cps JEFFERS COUNTY I W q� A DEPARTMENT OF COMMUNITY �Q PMENT�\ r�(.vj ii A 0-3 '� r 621 Sheridan Street• Port Town ashington• 98368 360/3.79-4450 • 360/379-4451 Fax pp�1�U�`S`�' •Sp$ www.co.jefferson.wa.us/commdevelopr INag 2 8 2007 Master Permit Application MLA: 'tl Project Description(includes rate sheets necessary): JFFFFH UN CUUNTY1t New Residence Tax Parcel Property Number: 938100435 Size: approx 13500 (acres/square feet) Site Address and/or Directions to Property: West on Cape George drive, turn left on Palmer Drive to lot 35 Property Owner(s)of Record: Wayne Hawks Telephone:573-449-2941 Fax: email: Mailing Address: 30158 Povidence,Columbia MO 65201 Applicant/Agent(if different from owner): Sc4tSchw59ler Telephone:360-457-1809 Fax: 360452-5164 email: jass@o4wncan Mailing Address: 233 Au.Road Port Angeles WA 98363 What kind of Permit?(Check each box that applies Building ❑Variance(Minor,Major or Reasonable Economic Use) ❑ Demolition Permit ,�—� ❑Conditional Use[C(a),C(d),or C]** 1 Single Family (:!,Garage Attache /Detached ❑ Discretionary"D"or Unnamed Use Classification ❑ Manufactured Home ❑ Modular ❑ Special Use(Essential Public Facilities)** ❑ Commercial* ❑ Boundary Line Adjustment ❑ Change of Use ❑ Short Plat** ❑ Address ❑Road Approach ❑ Binding Site Plan** ❑ Home Business ❑Cottagelndustry ❑ Long Plat** ❑Propane ❑ Planned Rural Residential Development(PRRD)/Amendments" ❑Sign ❑ Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑Stormwater Management ❑Shoreline Management Substantial Development-- ❑Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance 0 Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment 0 Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request *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 Scott or Jerry sa,wagler to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: 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. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the applicblian that he or she nts for notice. Signature(' - % _ Date: The action or actions Applicant will undertake as 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-transfe a es sibility fo dhe" g to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature: Date: C:\Documents and Settings\canal\Local Settings\Temporary Internet Files\OLK86\\faster Permit Application 12-19-2006.doc IIBUILDER STATEMENT ti 1 The signer of this statement does hereby certify that they are the Owners of the parcel referenced her ' Eecate`t16t/ce7lsei m ra ors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: AUG 2 8 �7 GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: [ 1 FAX: J and J Construction of Port Angeles,Inc. (360 )457-1809 360 452-5164 MAILING ADDRESS: lass�oypen.com EMAIL: ERS9N ClON DCO CONTRACTOR'S LICENSE WAINS NUMBER: JJCONP'099PA NUMBER ARCHITECT/ENGINEER: Zenovice and Associates PHONE (360 )417-0501 FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: vf New a Wood Existing: J Sewer J Addition U Steel Proposed: 4 Bank J Community System J Alteration/Remodel U Concrete Total: 4 Height: 1 f Individual System J Repair U Masonry SEP Permit#SEP06-00136 J Demolition U Other. Bedrooms: Water Supply: Existing: Setback: U Private well J Two Party Type of Heat: Proposed: 2 VI Public Forced air/Heat pump Total: 2 Name of System: 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: ❑Underground Tank I I Above ground Tank Size of Propane Tank: ❑Heat Stove 0 Cook Stove 0 Woodstove 0 Fireplace Insert 0 Hot Water Tank 0 Pellet Stove 0 Other Is this appliance being installed in a Manufactured/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 property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated 1.15 (4,5 EH Bld App Review: U tA.) 1901 2na Floor Heated Consistency Review: I ,-�2 av Other Heated Base fee: �,z / r5 c Mezzanine Additional Section: Heated Basement 1901 )rIC (0.(03 Plan Check fee: 2 i� ' 14 Unheated Basement State Surcharge fee: ,,,4 ' to Other Unheated Pot Water Review fee: q 2 00 Garage/Carport y 31--)cj.(r3 SUBTOTAL 1..�")1 I 5593 65 Decks 685 i(D I ii� 911/ A�proach fegg,, ,, L ,-� 1 n.l.ai Kd .t� ;fi l C 586 13 ,I2°2 TOTAL: $5a0G ,1 01 �,� �j_Receipt Number: Cl�52 1901 ,aS`��Ckel, ash/Check Number: 21244 ESTI Hnd Js Date: QQ .F market value of all labor and mate • s foundation to finish (J 2N�] : ,,a -- Initials: -' CADocumrnts and Settings\carat\Local Settings\Temporary-Internet Fikx\OLK86\Master Permit Application 12-19- rdo / .z'Q 1' „9-,6 / „a-,a / / . mw,o-,e / / „z-,L / ,a-,4 / „a-,£ / 4 _ o \ r \ \ ((-� o z m 4 „e'9X„8,L 4 RE96KI-ICIl N c� / i> 1 R- --„t,-' 1 \ ! ii • ,01A„, IF-§g g , : k ID � x � �S. / mIv *at \ , - 5 < = NV I- - _ - _ 01 X Q Jl�b � \ _ , rum-rim , .+"' $, , 0 eD � \ ram- 6 r-i \ \ \ n Lfl $ s • \ o -05 1 / 1., • 31) 0 \ Ism ,� 11 LICK `s sm 4 a M A "cf-uz A -7' \> ..� I � � r e � s @� / „o-,4 mi `4 M 10 .o-,�S.o-,£ m m \ m / ,o-,4 / „LII II,6 „L,L / C s _ \ \ . . 9M1 ,9£ . _ r.� LLR 3 l''Jii Z ,91/L&Stag,g Q 3A�OBV 39OIa 1 TV 4 $ _ rt .Il r xQ lreKINVH in- 25 � % Cd 172KINVH 14 R Jr 4 m Si Imo,..,T.,HO_Vw of,a,' I„oj,£ „e-,9x„9-, ..n P-�o -41 -,;\----L 11 19 . ...,s1 L SII1IbhiiIIII �o .n ., rx , , — II .-. Qll ^ 4 IL x 4b / „II-,9 ,LA 6,Z / ,L/I I,4 1�/I L It/ x 111, `�' t, II m m r' m o „ II P \ I, - A / NIA,o-4 / / Nw„ -4 / / .9-9 / .9.,11 / / / ,o-,o£ f y „L '1 „9-,6 / „d1,a r 71,7111 9NINId.l3?1 NOILVaNnOd C „LE/II L S.a 91 „ ,9 X O,E \ 10954EHa11 el coZ „B,9 S,L N _` U.1 y*201 !.V " E r. „L/I E-,E r P 9 r �� for 0 2 .--, 4-, i: .,-< ) -%, 41 Q Q )._, 61, D il. x O® sAr \ : 2' \/ „0-9 x9-L _ _ _ �— S19V'O/S3/„1319�nr NI-nina F t o E e . 0 ,4Pr 1 / ��P" r „4,9 „9,II / „UI 5,4 „OI-,6 % 1--- _ s, ♦ 111 8 , ,,, 1//8 ,i.r.‘tOr i X w 10 , 7 ,'-i .'el \ 612,2'S -RI � 8 o-4 x x r \mIm X vo P E Q - `p m � �� \ e\Qr „o-4 r 4 0 0 o =o® 3I 4 -,\\ Lt rz Lx P. m I m q„f7-,9 X„8-,L _ wp >IvaNvr+• C m � �aaU m \ do x �U �Umr x }-- -7 7q nca \ r, T--[ 0 :::: 24 aln g® t� „e-,9 X,g-,L lb OV, ,- 4 S• „8-9 X,,9-,L Qt-—P < c9 19 ; ,,. ;n cQ 4 O x ..9 „6,9 / „zn E,E 9-4 S m men N a e Jr ,L -11rn 9NINI11J38 NOIlV'QNfOd r „9-,51 r „ , / ODE PROPERTY LEGAL DESGRIPTION LOT 35, BLOCK 4, CAPE GEORGE COLONY DIV. 2 AS RECORDED IN BOLUME 4 OF PLATS, PAGE 22, LOCATED IN THE NORTHEAST QUARTER OF THE NORTTAJEST QUARTER OF SECTION 13, TGUMSNIP 30 NORTH, RANGE 2 WEST, W.M.,JEFTERSON COUNTY, WASHINGTON. SITE PLAN BASED ON A SURVEY PREPARED BY NORTHWESTERN TERRITORIES, INC. OF PORT ANGELES, WASHNGTON AND DATED I / 3 / 07 BUILDING DESGRIPTION SMGLE FAMILY RESIDENCE (RD BULDMG TO BE CONSTRICTED WITH REMFORCED CONCRETE FOUNDATIONS, UMD FRAME WALLS AND FLOOR SYSTEMS AND CLEAR SPAN ROOF TRUSSES. MAIN FLOOR BALCONY TO BE SUPPORTED FROM CANTLEVFRED STEEL BEAMS. BULDNI AREAS: LNMG AREAS: TICS 5F M-CTWNICAL AREAS: I%.4 SF PATIO AREAS: 585,65 SF MAM LEVEL: LNMG AREAS: 1901A SF GARAGE AREA: 5%fo SF BALCOW AREAS: 63915 SF FRONT PORCH: 45f 31�15,1y �' CONSTRUCTION NOTES: I. VERIFY ALL UTILITY LOCATIONS WITH GOVERNING ALIT HORITES PRIOR TO THE START OF CONSTRUCTION 2. SECURE ALL PERMITS AND APPROVALS FROM DEVELOPMENT, CITY/CCUNTY PRIOR TO THE START OF CONSTRUCTION 3, CONFIRM SOL REQUIREMENTS WITH SEPTIC SYSTEM DE56NER AT DISCHARGE FED 4, DRIVEWAY ENTRY TO CONFORM WITH DEVELOPMENT DE66N STANDARD 5, SURVEYOR TO LOCATE CORNERS OF BUILDING TO CONFIRM REQUIRED CLEARANCE FROM SETBACKS 6, Hr+EST POW OF NATURAL GRADE ALONG THE FOUNDATION WALL AT 4S3'. MAXI UM ROOF LINE AT 510' 7. WRITTEN APPROVAL REQUIRED FROM BOARD PRIOR TO THE REMOVAL OF EXISTNG TREES / SHRUBS. 8. U!ATER CONNECTION APPLICATION REaJ RED TO BE APPROVED BY CLUB MANAGER. 9. !'RoI SEWAGE DSPOSAL SYSTEM APPROVALS FROM JEFFERSON COUNTY HEALTH DEPARTMENT. 11 qma III !� 'I P°Iq I SIP I TITBIT � III I I!! ! IIII 4 IIII IIII II II, N. I� �I IIVi'Pllllul 'll full �!II!IIIII II ('' II! I h IILLLL— L L_ I—JJJJ11111L�—LL1—I_— I—J-1JJJIII1LLLL—1 1J I.J-1JIMILL1 L—I I_.IJJill LOT 35 CAPE GEORGE COLONY ARCHITECT: SIMON ASSOCIATES, INC. SURVEY: NUOTHWESIERN TFRRITORIES, INC. 13 S. SIXTH STREET, COLUMBIA, MISSOURI 111 SOUTH PEABODY, PORT ANGELES, WASII;NGTON JEFFERSON COUNTY, WASHINGTON PII (513) 074-1810 FAX (513) 499-01107 PII (360) 452-0491 FAX (360) 452-0490 SEWAGE DISPOSAL D H STRONG, CONSULTING ENGINEERS, INC. 10604 N.E. 38111 PLACE, SUITE 101 KIRKLANO, WASHINGTON PII (206) 021-3063 FAX (206) 021-2423 SHEET DESCRIPTION DATE ISSUED: 05/72/01 AV PROJECT INDEX / SITE PLAN A2 /FOUNDATION PLANS/ DETAILS A3 / BASEMENT FLOOR PLAN A3.1 / MAIN LEVEL PLAN A3.21 FLOOR FRAMING PLAN A3.3 / ROOF FRAMING PLAN AQ BUILDING ELEVATIONS A4.1/ BUILDING ELEVATIONS / SECTIONS ��Fff��ON 0fa TED CENTERLINE OF RIGHT-OF-WAY MAPPED ROAD CENTERLINE AND EDGE OF ASPHALT I 51It: PI_,4N AI J SCALE:l"Id-O° NORTH- THIS DOCUMENT IS THE PROPERTY OF THE ARCNII AND MAY NOT BE REPRODUCED —I a CJ _I -1 W J 0 a p cn � I � I" CCni Coll 1 a eA e w eA J Lo LCJ RED/ IS IONS: FULL OVERHANG STI;WTURAI. COMI EN I S 7/10/07 DATE ISSUED: 06/1812007