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BLD2006-00429
CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 (800) 831-2678 PERMIT #: BLD06-00429 SITE ADDRESS: 363 PORTER LN Issue Date: 09/25/2006 PORT TOWNSEND, 98368 Final Date: 8/25/2008 APPLICANT: J EMMET WOLFE JR TRSTE PHONE: 858-456-0872 JUDITH SMITH WOLFE TRSTEE 6639 AVENIDA DELAS PESCAS LA JOLLA CA 92037-6219 SUBDIVISION: RUFF SHORT PLAT Block: Lot: 2 PARCEL NUMBER: 001063021 Section: 6 Township: 30 N Range: 01 W PROJECT DESCRIPTION: NSFR W/ATT GARAGE THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2003 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM yes no THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 8/25/2008 I:\F_BLD_Occupancy.rpt 10/29/19 9 041 ItILDING PERMIT APPLICATION ML Revviewiew Type: e: I pe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00429 Received Date: 7/25/2006 SITE ADDRESS: 363 PORTER LN PORT TOWNSEND, 98368 OWNER: J EMMET WOLFE JR TRSTE PHONE: 858-456-0872 JUDITH SMITH WOLFE TRSTEE 6639 AVENIDA DELAS PESCAS LAJOLLA CA 920376219 RUFF SHORT PLAT SUBDIVISION: Block: Lot: 2 PARCEL NUMBER: 001063021 Section: 6 Township: 30 N Range: 01 W CONTRACTOR: NORTHWOOD BUILDERS PHONE: (360)697-6324 PO BOX 1703 POULSBO WA 98370 Contractor's License NORTHWB994BA Expires 1/17/2007 REPRESENTATIVE: PRISCILLA ZIMMERMAN PHONE: 206-842-5010 3091 PT WHITE DR NE BAINBRIDGE ISLAND WA 98110 PROJECT DESCRIPTIOP NSFR W/ATT GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,100 VALUATION 500,000.00 ADD'L: HEAT TYPE: PRO CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: R-3 UNHEATED: # OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: 570 SHORELINE: CONST TYPE: DECK: 770 SETBACK: 120 BANK HEIGHT: 100 SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 3 Prop: 3 Total: 3 Total:_3 Routing Date: r"----- ..43512t Type Amount Paid Bv: Date: Receipt: Approved/Date Permit $3,233.75 LYK 07/25/06 83908 �,�+ Plan Check $2,101.94 LYK 07/25/06 83908 ! t State Building Code $4.50 LYK 07/25/06 83908 SEp o� 020064ED Potable Water Application $55.00 LYK 07/25/06 83908 Total: $5,395.19 Jefferson county Planning &Building Department • I BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD06-00429 Received Date 07/25/2006 SITE ADDRESS: 363 PORTER LN Issue Date 09/25/2006 PORT TOWNSEND, 98368 APPLICANT: J EMMET WOLFE JR TRSTE PHONE: 858-456-0872 JUDITH SMITH WOLFE TRSTEE 6639 AVENIDA DELAS PESCAS LAJOLLA CA 920376219 SUBDIVISION: RUFF SHORT PLAT Block: Lot: 2 PARCEL NUMBER: 001063021 Section: 6 Township: 30 N Range: 01 W CONTRACTOR: NORTHWOOD BUILDERS PHONE: (360)697-6324 PO BOX 1703 POULSBO WA 98370 Contractor's License: NORTHWB994BA Expires: 1/17/2007 PROJECT DESCRIPTION: NSFR W/ATT GARAGE CALL IN FORT HSE REQUIRED eik 757C TIO .THAT APPLY TO YOUR PROJECT. SETBUFFER: /(01 // LL Footing: ./r( Cd•fo44Or1S 12/5/ # Foundation: (6 (,�.-it-0 i Stormwater FINAL Approval: Underground Plumbing: Alp. Underground Insulation: (;-A1e - lt-1 Z�f / Shear Wall : atr ScIFAI lrJ�f�t oJa,u, Ok 4 i �7 F l 1/ dr +t�xo. s ,Nsna4 fie, Jeservr. Sheathing: ♦ _ . t - 67 , i Q.A)FIRM -7144- uEssa FRµµlus £\ 41( Framing: . _ ps• .. (.. ,: iA_ ./'M:, 't� !�' rC.'j!' ali11 \ < i' n Plumbing: VJ II e ,l • /f6T v' - r vrc., - 6 , .. `,_ No _ OW ' g' I Propane T k/ Lines: /uT Iaor' sete. 4/iB/70 Insulation: ►s6h)eer1 �cu w ,w LAD t rich. 5�-13-v7 t aPr2Ar6fi _ 8-13401 Sheetrock: ' -07 J Septic Syt m Final Approval MUST be obtained before final of structure can be attempted. Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: 4K -cear C/o 8/ZS/o8 HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED IOR 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 CASE A BLD06-00429 1.) PIER TO SUPPORT DECK MUST BE LOCATED 2' MIN. FROM SIDEWALL OF DRAINFIELD TRENCH. VERIFICATION PRIOR TO FINAL 2.) PRIOR TO FINAL BUILDING INSPECTION, APPLICANT SHALL SUBMIT A LETTER FROM THE ENGINEER STATING THAT THE PROJECT HAS BEEN CONSTRUCTED TO THE REQUIRED SPECS & REQUIREMENTS AS STATED AND RECOMMENDED IN THE GEOTECHNICAL REPORT. 3.) PRIOR TO FINAL BUILDING INSPECTION, APPLICANT SHALL SUBMIT A LETTER FROM THE ENGINEER STATING THAT THE TIGHTLINE HAS BEEN CONSTRUCTED TO THE REQUIRED SPECS & REQUIREMENTS AS IS CAPABLE OF HANDLING THE STORMWATER RUNOFF FROM THE SINGLE FAMILY RESIDENCE AND ANY OTHER IMPERVIOUS SURFACE THAT WILL BE DIRECTED INTO THE TIGHTLINE. 4.) The applicant shall fully adhere to all conditions and requirements of the approved shoreline development permit exemption for the tightline to the beach. 5.) A Geotechnical Report was submitted in conjunction with this application. The report addressed the stability of the geologic hazard area. A setback of 120-feet shall be measured perpendicularly from the top or toe of the geologic hazard to the proposed (indicate type of development). 6.) The applicant shall fully adhere to all conditions and requirements of the Geotechnical Report dated March 21, 2006 prepared by Shannon &Wilson, Inc. 7.) A signed and completed copy of the eagle habitat management plan shall be submitted to the county. The applicant shall fully adhere to all conditions and requirements of the eagle habitat management plan. 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.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated. Should buffer disturbance occur during construction, the Unified Development Code (UDC) Administrator shall require replanting with native vegetation. No alterations shall be made to the Landslide Hazard Area or its associated buffer without prior authorization by the UDC Administrator. 10.) 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." 11.) All construction activities shall not encroach upon the buffer. This includes the storage or preparation of materials. 12.) 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. 13.) 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. 14.) 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. • •15.) 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. 16.) 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. 17.) 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. 18.) MANDATORY MEASURES OF HIGH 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. • •19.) MANDATORY MEASURES FOR HIGH RISK 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 requirements: a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e., within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within 100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an Ecology variance, applicant must provide evidence through a hydrogeologic assessment (relevant components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability that the subject aquifer will not be degraded by the proposed use of well. b. Installation of a flow meter. c. On-going well monitoring for chloride concentration. d. Submittal of flow and chloride data to the County per monitoring program. 3. If public water is unavailable, a qualifying alternative system may be used as proof of potable water. 20.) The property owner shall comply with Water Conservation Measures (per list maintained by the UDC Administrator). 21.) A flow meter shall be installed prior to final sign off of the building permit. ()1‹. '2 t' On 1L. 2) 2dla ► 22.) On-going well monitoring for chloride concentration is required. The property owner shall allow access to Jefferson County PUD or approved contractor to take samples as required. 23.) 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. 24.) A stormwater plan for a large project 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. 25.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 26.) 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. 27.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 28.) Minimum setbcak from Porter Ln right-of-way shall be 20 ft. Minimum setback from the top of the bluff shall be 120 ft. Minimum side yard setback shall be 5 ft. 29.) 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. 30.) 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. 31.) The building height is not to exceed 35 feet. 4111 32.) A minimum of two (2) on-site parking spaces are required for the single family residence. I:\F_BLD_Permit_Buildng.rpt 10/29/1999 ,s,$74 c0� JDEFFERScSOUNTY • REi CE1VE![) ti�� 3 DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street • Port Townsend •Washington 98368 kiii0 360/379-4450 • J U L 2 j O B ��qs, 9, www.co.jefferson.wa.us/commdev360/379-4451Faxelopment Master Permit Application MLAJEff I N ipin ON Project Description(include separate sheets as necessary): S/NGLE F,4i-t/LY RE5/0eXIc8 V✓�ATT�4c�/�D L��.2 L Property Tax Parcel Number: do/ (Q$ 3 62 / Size: 3. /5A�� (acres/square feet) -rt' ,Ssle2iv qN Site Address and/or Directions to Property: 3(v3 P � ,h/W' �j T la/.5CpV� ED. 5r, 5 4VG To Property Owner(s)of Record: ,MMET A JuDf77-1 1k/OGFE- M i N•/ ON A'oe Telephone: 55, -45 o- 19672 Fax: email: Mailing Address: W03'3 AVEA//94 DEL,.S Pi AS, /A JOLLA (A g2037 Applicant/Agent(if different from owner): PR/SG/L-A 2-/MM.E2+ A/1 A-. /. 4. Telephone: (ZO(S 842- 5Q/D Fax: (zoo)/42-3E57 email:_(oave Ijmrn%n h. Mailing Address: 309/ PT. WHITE L7f..1/ .e., )3A1 I• /Si wAt //D Lon-, 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]** Single Fa it ❑ Discretionary"D"or Unnamed Use Classification t4 Garage Attache Detached ❑ Special Use(Essential Public Facilities)** ❑ Manufactured Home 0 Boundary Line Adjustment ❑ Modular ❑ Short Plat** ❑ Commercial* ❑ Binding Site Plan** ❑ Change of Use ❑ Long Plat** ❑Address ❑ Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑ Propane ❑ 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 ❑ Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑ 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: SM �� DESIGNATION OF AGENT I I hereby designate 1 j .8:ght,it) o act as my agent in matters relating to this pplication for permit(s). OWNER SIGNATURE e� ����, Date: Z0‘ By signing this application form,the owner/agent attests that he 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 inspec' ns.Access and ight of e ry to this property shall be requested and shall occur only during regular business hours. Signature: Date: 1/�.� 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 develo ment code.The Applicant acknowledges that he,she or it holds individual and non- transferable responsibility fo d eying to an co 'rig wit a ESA. The Applicant has read this disclaimer and signs d dues it below. Signature: Date: r 3 '‘ G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05.doc 0 1 BUILDER STATEMENT • I 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: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: 1,1O2TH wOOD 31//L-b IZS (50o) (097- (p3¢2 (40)b?7-9147 MAILING ADDRESS: 1 a 130)G 1703 17001584 WA EMAIL: northwocsbu+ldu'S e.>lhllnk . net CONTRACTOR'S LICENSE 40576 WAINS NUMBER: MO-01_ 1W 809 20 NUMBER �{ ARCHITECT/ENGINEER: pe156I..L/i g//I/l.r14 1�Ql�' PHONE ( 2o(d 642_50/bFAX:( a )O7'2 7 MAILING ADDRESS: 30q /7? wi_i/ /),e -E, /11-/a/, IS( j k/�{{N1AI /10 �oC/d L Z/Mmell rch•LOrn Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: X New Wood Existing: 0 Sewer ❑ Addition ❑ Steel Proposed: 3 Bank Height: ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 3 +. 0 Individual System ❑ Repair El Masonry !00 SEP Permit# LNo- /t'a4 ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: 9) Private well ❑ Two Party Type of Heat: Proposed: ..3 3 ('j�j+ [1 Public 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 ❑ Above ground Tank Size of Propane Tank: ❑ Heat Stove ❑ Cook Stove ❑ Woodstove 0 Fireplace Insert ❑ Hot Wa - Tank ❑ Pellet Stove 0 Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / o When applying for a permit to install a propane tank you must also submi . 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. t Square Footage Current Proposed For Office Use Only Amount Revision Main Floor Heated jig`- I EH BId App Review: 2/00 (o k)LLD Floor Heated Consistency Review: 15' )c"D Other Heated Base fee: 3Q-25.15 Mezzanine Additional Section: Heated Basement Plan Check fee: IDI •Ci - Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: (1 Garage/Carport S 7o t- c j SUBTOTAL ( jci �R Decks ca2ici 54..) 911/Rd Approach fee: 35D Ckf311 Other tov e,2E O DELI= e 4�� el -fi() TOTAL: $ . ' 34.ve er WA•Y Receipt Number: 33C108 Cash/Check Number: 0 ESTIMATE OS?TRF IJIRED) Q 9 80(..,*:, Date: l •Fa' arket vat�"o`1�a�;�ll�labo�or an materials foundation to finish/*91.4 4G. Q. 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II / • O4 as as >-4 ;ti o X o o c.� sy N.) rn CS z 0 m CO v m Ci 1 g P Z D 0 A R' S , o E z; C `I z GARAGE & HOUSE - a rn m FLOORPLANS z Pa X:\Active j0bs WolfelPtot sheets-2.0.dvq,A2.0,7R5/2008 7:18:20 AM • S APPROVED STORMWATER PLAN �.�SON �O� C4 4` a rJEFFERSON COUNTY SEP 2 2 2006 ti y , DEPARTMENT OF COMMUNITY DEVELOPMENT __; 621 Sheridan Street • Port Townsend • Washington 98368 JEFFERSON COUNTY �i , O� 360/379-4450 • 360/379-4451 Fax DEPT.O� W!WUNITY D I Or `�S O`T SIGXATtJRII �IIN http://www.co.jefferson.wa.us/commdevelopment/ i STORMWATER SITE PLAN SUBMITTAL TEMPLATE MLA# C6-4 19 PROJECT/APPLICANT NAME: W D Uf t a 1 Jt'r4 CL, 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 and relative size of proposed improvements on the site map. Co?J57" GT A- 5IAIGLE--5-77,2-y 3iNVGLE- FA-it4t / P�S1a&NCE /A/ THE /Jo/2.TI-4 Cel\iTR/K- "F'D 2 TI oN a F 77"1"E PAr 2.G&, . A: DE(/tt-teD G A-R-,GG. W l CA. 3E Lockk'tep 50,Ti+v\IEST 0 F T7-f-e ZeS tDeNC.E. Existing Conditions Summary 2. Describe the existing topography. Indicate contours on the site map. 5 t YE- TD 1?0 G 1ZM: -./ S�,p E S T a Tt (�o fZ"T"t"f EST• C�tJ TZ9.re ,A � 5 t-ko•N t`l O N -f}� 'D R A t N A-G E I't_A-N.3 3. Describe the existing vegetation. Indicate native vegetation areas on the site map. SITE is i2.LxoM i ti A N T LV Cz J G-2G.D v/i T1-t yoo N e A-LAD e-r_ , M oV'—krE CEDAf2- A-K1D FL 2, 5 v!o R D FE-re_N S , . /I,c- - A-4.1.D -(-c-2- NAA-t \/G ayst-kes 4. Describe the existing soils. Indicate soil type on the site map. So I I AcZ FP E D V►J17 tee- -r-vv o CA'r'EG 0 2 LOS : t.-P LAN D 50 I LS A k-FoyQvts G F--, Eu-y sANIDy LoAra ) 8 FF AND SeAr_l-r A-E.. MNr72E-D i 3 CArSSo Likey SA N► y L-o A/v\ /4-ND Co A S-r At- IS EAc.-t-t£-S. 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 acreage of each. A 6Eo+cu'ftJtC/kl-- ZG-Po2T P EPA(2 D ►B./ St-IA-+.1tioN X. V'lt LSO k) L titc kieS -r-kE. P seNIcE. op: LoosE. &Licc-t.At_ 0LATWASH tJ t) .LA-inJ 13y fi)ENS- Ca LAc.t AL c>- r vJ A5}-A . No vJ tr t E a Sew✓ecrz> &N T-re 3Lar-E fF ACE• 5-rDe M v\l A e 5 14=E i PLoVVS -I-o t t.-tA.PF. 6. Describe any excess levels of noise generated by the proposed use or activity: CO 1•151 C-i i o N 6 t l iZ.Pr tit) Nlo t S E . 1.L.L. 'Be_ Th t?P 2 Ary, f•kttJtMA-t_ i )oi5E is E?ccp vAlITh A 1JEv i IgEslve-Nc .(, ., f� ., ��- ' . ,.t 4 11 .i..:1 ... stormwater site plan template.doc-rev.10/12/2003 5 ,k 43 t. 7' 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. TE-k5 AyTjA-c-E N r T ) Ti-i STRA t r j L)A-N1 pF FU cA A too -Fool- B 15 LQC A'Ter) ,4-t Tt-t G NI o art+C--►2 N Mit-26,-1 rJ • 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.). . -ram 5 cr-1= 15 514 Rt2DUNJDe-0 By 5int6c-6-FA M I� r2�zs D�r\1c e—s D VA-cAt']I -r ' -�-G�S • t'�o(ZjBIZ LA+J E 15 LOc1c-r D C-5 i 0 t= 1-\-As-n N GS c A-NC) vA-es-r 0 F T >✓ c tTy o ►= Po JZT- -r-a M\I SE N D . 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 site plan and differentiate proposed facilities from existing facilities. As c-c,mAncNDc Tr(E &a7rEr4-I IcAz-- G--NGIr'JEt✓-R 51-012-M`nJA-Tie2 NlLt.-- 138 Cot_ue GI t AND PIPG-D -Tbrite BAsE 0c 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 potential for dispersion of contaminants.] 5-TTh2.MvnlAster_ GoL.t.ELT�c) oN TN-S -0(Li'JEWAy v\it BE. -r A4reD kA/I n'1 A tss(vE SI!IMMER - TO ekk CA-9 c.H ,4btiv 1 Ni5 E-2 i • 11. Describe the performance goals and standards applicable to the project. TO PP-Lvrtc-T Tt'f£ 131-1.)ff pp-cD M C12-0510 J (p(Pc sTDt2MvIA4rE►._ -rta BASE), Tp P12OTEC-T I/\/A-r a QUA' -t Tf (wAT 'r2.EA--rMEN T- T( ,4TAA n1T 1>1ZOJIOED -ay p/tSs VE 12. Describe the flow control system. vJ/A - T I c-r Sc..t+ GE RE 'EIVED stormwater site plan template dot—rev.10/12/2003 6 JEFFEOSON COUNTY COO I 13. Describe the water quality system. S712,t i- A&LIA-Itp pki51 Jf 1 AA M Eie- M A N vt_c A-c-Tt) g-E D ray 1=fl s s t NiI cJMENI ) ILL- Sc)rz-3 OILS A-ND G2EA-sL. A-ND GOt-LC-GT €4vIM&J TS . 14. Describe the conveyance system analysis and design. orb(2 A v f kreg— I--L•l N O f VD Lu M& WERE C A-t-c_A t.A Tt`1 (,l5 f N G -ME v\JESTE1aN 1/JASHrNG-T N D2.oLoGy MoO - ("ivy H-tit 2. o.) (S EG Svc PP' A,PPE N D t x E ) • .4 Six- i N c1-1 f+OPE PI PE w 1 u— C c N viy 12E/k1C_ s- t)zM A/ATER- p"l.c>v\/S Tt> T1-F1: T3A5E- OP TF-]-E E WFF 4130 V E -rl-+t o g D r rJ PY 1+16 N vJA-rE1Z M Atzt4- • 15. Describe the source of fill material, physical characteristics of fill material, and deposition of excess material. S urn-. 15 'D ES I G M ED Tti 3 A-t o-N c.6 CO T A-N T FILL. FtZ OM 7111 croNSr-tzJcf-7o+v o -nhe 'Diat\!Ew/ A-N D T-f-c I2 ESt iPG-rIcc• 16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the Uniform Building Code. CoNI PAC-TcoN 51-bU 1-11) Meel— q g% t n.' LDM- BEAg-t N G- A-1Z-€AR • 17. Describe the proposed surfacing material. C�RkV L • 18. Describe methods for restoration of the site. rP tAANEnrr SEevtNIG, j2ETA1N) A-nJE yE.c.E i rroN.1 . 19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for "large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals here. ANJ v4- M MA-NUAt_ (S INLtrJDE tN T1-HS GrpPL4cA-TLc7nJ . 20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan. STD KAA t-sr_- .t_t_o-rt o r`l p2E JE-NI Ti o N IPLA-.1 k,J t) PE Z M A-M CJ T f.,rog_Mv\IA-rEg- cot.'rYL0L piA-N D D 3 /3t/0G ) -a NE ENC- . G TE C N I (-Art_ 2-i- Po rZT , D A- -D MA-R-c.t-1 21 , 2.0�G s t-+,,4-N tv a M¢ wt C.S>okJ . 21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include conditions that affect the drainage plan or contain more restrictive drainage-related requirements, describe those conditions or restrictions here. 1\JO stormwater site plan template.doc—rev.10/12/2003 7 S CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP) The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in 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 with rural residential development. � 1 !� SECTION I-CONSTRUCTION SWPPP NARRATIVE t-LeASE S G� �At4E;' J 5 nv rI�p . 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. 2. Establish Construction Access. r 3. Control Flow Rates. Ui 4. Install Sediment Controls. \ 5. Stabilize Soils. CIY-1 6. Protect Slopes. 7. Protect Drain Inlets. RE E I stormwater site plan template.doc—rev.10/12/2003 8 JCFFERSON COUNTY OCR s s 12 Required Elements-Construction SWPPP(continued) 8. Stabilize Channels and Outlets. 9. Control Pollutants. 0 • 10. Control De-Watering (the act of ing groundwater s rrr water away from an active construction site). :\\G 11. Maintain Best Mana nt Practices(BM/s e" V Y, J 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). S I 1-6. is AJcGENS r TO TI-fJ 5-11Z.Ar{T o r cJUA1\ d e 'FOC A . poe_1- - L.Pc N311 -D t v I D Es r-t-1-e- 'A- - _ t N reD ,4 N o cz.Tt IE2()) c re.r r r.3 -(-o (NI c.L_UD 6 ii*e. t� 1 izes tPE N cE, A-ND' 50JT1-+hrZ_tJ b2 t'io►.) L,M'r-6---y U NJ D.cJGt.-oPE - b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400 yards). - AA ACEW— tw 5E. PiPr✓1.) Dii t j T-rt Die "E>Ps` car= THE: w C+- P DI C.1-i-A-0 C- A42 'J e. T i li c N w A i ktz- AA 2 k . 3. Environmentally Sensitive Areas. a. Description of environmentally sensitive areas that are on or adjacent to the site. -1-1- % I6W - FA-c-E- C 0 r l S('Ts o"r a reel--- 3 Ls::fps- stormwater site plan template.doc—rev.10/12/2003 £.};.;*i.. t.,; • b. Description of special requirements for working in or near environmentally sensitive areas. Cps&MUc.ftoN of 7?IE gesl i7ENc-E (S A-PPgo2c lM'4TELy Ito F ET rFzo M im 3 t.0 F F FACE. NA--Tl WE. V E. T-A-fl o N ,A)I LC. 3 E TAc(tJE? 10 piZo 1`•1 rift S ts�Pt ��D A 130 PEER- . 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).• TN•. CI eo i EcH tJ t c kit_ 1-pc 2T 'es crlR-t i3Es so lit E 3c t r- M ovE M N +1-I'E 8�L)FF FAQ G .4 L-1 K-ec n-rE co i.ec.non) 0 t= S-ry 2M".)/4-7L=iz- �4 v��°cy r=-t2cM -T� 3�u FF F v t L t-l- -t p Tl Gfl I Svl 1-- /of EA.tc—N7-. 5. Construction Phasing. a. Construction sequence SUMM.SZ 2co'e Cii.M P! E cAVA-T7ON DJR-tzars;- ��y SEAaJ . b. Construction phasing (if proposed) 6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual). I. Provide a proposed construction schedule. See- SV\JPpp , Sec . 4. c II. Wet Season Construction Activities. a. Proposed wet season construction activities. ICI 'j E ,-GT1 I TWA. P R.tD Imo` S CiD . b. Proposed wet season construction activities for environmentally sensitive areas. o. INS . 7. Financial/Ownership Responsibilities. a. Identify the property owner responsible for the initiation of bonds and/or other financial securities. IAMs-r v"/OLfe 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. J f A b. Diversions. PtPE.. Gioo YR-- O• c•-7 cS c. Waterways. d. Runoff/Stormwater Detention Calculations g E_( stormwater site plan template doc—rev.10/12/2003 10 Jf f ff RSON COUN Y DCn • 0 Stormwater Site Plan Changes If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall 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 applicantfew x-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. "7 .21-.o 7 ( OR A THORIZED EPRESENTATIVE SIGNATURE) (DATE) THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED: a stormwater site plan template.doc-rev 10/12/2003 12 1 li !:. APPROVED SITE PLAN SEP 2 2 2006 JEFFERSON COUNTY DEPT. OF MUE N TY VEL I SIGNATURE: PERMIT # OLL 0600429 JEffERSON COUNTY BCD TYP. CAT CH CH BASIN -SEE Ci PROPANE GAS FIREPIT OUTLINE OF NEW HOUSE OUTLINE OF NEW HOUSE ROOFLINE CONC. PAD FOR - PROPANE GENERATOR- 68" LX30" WX40" H OUTLINE OF / NEW GARAGE -� WALL PER CIVIL AND GEOTECHNICAL 4 , OUTLINE OF „ v NEW GARAGE ADJACENT PROPERTY -I ZONING (}--- RR 1:5 BURIED PROPANE _ TANKS UNDER SEPARATE PERMIT—, -, I I N�� eP d roe ej r y o F2 s O� N� FFy RESERVE AG' I DRAINFIELD & I I? - NO -BUILD AREA - I — i 9_ PRIMARY -= f. NIFIELD 44. O.+ 5'-0'MIN C TANK - ' FlN EL., • BEIXISBE jRFES ,I2EMOVED FIN. Ft.' - y "PARKING ELEV. ;178 0 .. _24.. `--_`--_ ---- ,'.-" NOTE: FOR GRADING & DRAINAGE SEE - PARKING CIVIL DRAWINGS 3 c$ \ —WALL PER. ----��`. - -CIVIL AND GEOTECHNICAL- _ -- tom— 0 >dT� JGS O��F-i� °o. / I. Ln 03 I 148' RR 1:10 SITE PLAN U� 1"=30'-0" i 0 WELL LOCATION ADJACENT PROPERTY ZONING RR 1:5 GENERAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE 2003 INTERNATIONAL RESIDENTIAL CODE, AND LOCAL BUILDING CODE MODIFICATIONS TO THE INTERNATIONAL RESIDENTIAL CODE, WASH. STATE ENERGY CODE. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH APPLICABLE PROVISIONS OF PREVAILING LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, INCLUDING APPROPRIATE LICENSING LAWS AND THE LOCAL AMENDMENTS TO THE CURRENT RESIDENTIAL CODE. OWNER SHALL OBTAIN GENERAL BUILDING PERMIT. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS. SEPARATE MECHANICAL AND ELECTRICAL PERMITS SHALL BE OBTAINED BY GENERAL CONTRACTOR. THE QUALITY OF WORKMANSHIP THROUGHOUT SHALL BE FIRST CLASS AND ALL MATERIALS SHALL MEET OR EXCEED THE NORMAL INDUSTRY STANDARDS APPLICABLE IN EACH CLASS. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCRPANCIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK AND DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION, AND NOTIFY ARCHITECT OF DISCREPANCIES AND CONFLICTS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT OF ALL DISCREPANCIES. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE ARCHITECT OR STRUCTURAL ENGINEER HAVE NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE ARCHITECT OR STRUCTURAL ENGINEER HAVE NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. VENT ROOF STRUCTURE, DECK JOISTS AND CRAWL SPACES AS PER I.R.C. REQUIREMENTS. CRAWL SPACE VENTILATION PER IRC SECTION R408.2 ATTIC VENTILATION PER IRC SECTION R806. AT LAUNDRY AND BATHROOMS INSTALL A FAN CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR AND VENT TO THE OUT OF DOORS. TILE FOR SHOWER/TUBS SHALL EXTEND 6'- T MIN. ABOVE FLOOR WITH WONDERBOARD OR APPROVED BACKING. AN APPROVED VAPOR BARRIER SHALL BE INSTALLED AT ALL ROOF DECKS, ENCLOSED RAFTER SPACES AND EXTERIOR WALLS. HEARTH DIMENSIONS PER IRC SECTION 1003.10: EXTEND HEARTH A MINIMUM OF 1'-4' IN FRONT OF AND A MINIMUM OF B" BEYOND EACH SIDE OF THE FIREPLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 SO. FT. OR LARGER THE HEARTH SHALL EXTEND 1'-8" IN FRONT OF AND AT LEAST 1'-0" BEYOND EACH SIDE OF THE FIREPLACE OPENING. ALL GLASS TO COMPLY W/IRC SECTION R308.4, TEMPERED AS REQUIRED, HUMAN IMPACT LOAD AS REQUIRED. WINDOWS IN SLEEPING ROOMS SHALL COMPLY WITH IRC SECTION R310.1 AND SHALL PROVIDE MINIMUM NET CLEAR OPENABLE WIDTH OF 20 INCHES, MINIMUM NET CLEAR OPENABLE HEIGHT OF 24" AND SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 S.F. A SMOKE DETECTOR SHALL BE INSTALLED ON THE FIRST FLOOR AND @ SLEEPING ROOMS PER IRC SESCTION R313.1 AND SHALL BE CONNECTED TO A SOUNDING DEVICE LOCATED IN THE SLEEPING AREA. AN ADDITIONAL DETECTOR SHALL BE LOCATED AT THE CEILING ABOVE THE STAIR. ALL DETECTORS SHALL BE WIRED TO THE BUILDING POWER SUPPLY SYSTEM. ALL EXTERIOR WALLS SHALL BE INSULATED WITH R-21 BATT INSULATION. ALL ROOFS SHALL BE INSULATED WITH R-30 BATT INSULATION @ SLOPED CEILINGS. R-38 @ FLAT CEILINGS. ALL FLOORS OVER UNHEATED SPACES SHALL BE INSULATED WITH R-30 BATT INSULATION. SEAL, CAULK AND/OR WEATHERSTRIP AROUND ALL WINDOWS, DOORS AND ANY OPENINGS OR PENETRATIONS OF THE BUILDING EXTERIOR ENVELOPE. ALL SKYLIGHTS OVER HEATED SPACES SHALL BE INSULATED UNITS. SKYLIGHT AREA IS INCLUDED IN WINDOW CALCULATIONS. AN EFFECTIVE VAPOR BARRIER SHALL BE INSTALLED AT THE WARMER SIDE OF ALL INSULATED WALLS AND CEILINGS. ALL PLUMBING FIXTURES SHALL HAVE FLOW RESTRICTORS AS SPECIFIED BY CODE. ALL HOT WATER PIPING MUST BE INSULATED. INSULATION SHALL HAVE AN R-VALUE OF 4.0 TO 4.6 PER INCH OF THICKNESS. EXTERIOR DOORS SHALL BE 1 4" X WIDTH DIMENSIONED ON DRAWINGS, SOLID CORE CONSTRUCTION. WOOD FRAMES SHALL BE SOLID NO. 1 GRADE FIR. GLAZING IN EXTERIOR DOORS SHALL BE INSULATED TEMPERED GLASS SET IN 1 4" X WIDTH DIMENSIONED ON DRAWINGS, SOLID CORE CONSTRUCTION. CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE, EXCEPT WHERE A LONGER PERIOD IS SPECFIED. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL STRUCTURAL MATERIAL EXPOSED TO WEATHER TO BE PRESSURE TREATED. ALL MATERIAL IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL ARCHITECTURAL OR STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. ALL PLUMBING PIPE TO BE COPPER E CETVE11) JffffRSON COONIY BCD SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. ALL APPROVED SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ARCHITECT OR ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ARCHITECT. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SHOP DRAWING SUBMITTALS PROCESSED BY THE ARCHITECT ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTAL BY THE CONTRACTOR IS TO DEMONSTRATE UNDERSTAND- ING OF THE DESIGN CONCEPT, THE MATERIALS INTENDED TO BE FURNISHED AND INSTALLED, AND TO DETAIL THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANC- IES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTAL AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTAL ARE PROCESSED BY THE ARCHITECT, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. FOUNDATIONS NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT & OR CIVIL ENGINEERING DRAWINGS OR AS DIRECTED BY THE SOILS ENGINEER & OR CIVIL ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBABLE EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. RENOVATION: DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENINGS THROUGH EXISTING CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE OR MASONRY, THREADED BARS INTO THREADED EXPANSION INSERTS IN THE EXISTING TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWING WATER STAINS, WOOD IN CONTACT WITH EARTH, MASONRY AND CONCRETE AND ALL WOOD MEMBERS IN DAMP BASEMENT AND CRAWL SPACES, ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHTITECT. CONTRACTOR 0 SHALL VERIFY E FY ALL EXISTINGI DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. ASBESTOS AND HAZARDOUS SUBSTANCES INDEMNIFICATION THE ARCHITECT STATES, AND CLIENT AKNOWLEDGES, THAT NEITHER THE ARCHITECT, NOR ITS SUBCONTRACTORS HAVE PROFESSIONAL LIABILITY IrJSURANCE (AND ARE UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS OR EXPENSES ARISING OUT OF SERVICES OR LACK OF PERFORMANCE OF ANY KIND RELATED TO MATERIALS OR PROCESSES CONTAINING ASBESTOS OR OTHER HAZARDOUS MATERIALS, ACCORDINGS, CLIENT HEREBY AGREES TO BRING NO CLAIM FOR NEGLIGENCE, BREACH OF CONTRACT, INDEMNITY, OR OTHER CAUSES OF ACTION AGAINST THE ARCHITECT ARISING OUT OF PERFORMANCE HEREUNDER. IF ASBESTOS OR HAZARDOUS SUBSTANCES IN ANY FORM ARE ENCOUNTERED OR SUSPECTED, CONTRACTOR WILL STOP ITS WORK IN THE AFFECTED PORTIONS OF THE PROJECT TO PERMIT TESTING EVALUATION. IF ASBESTOS IS SUSPECTED, CONTRACTOR WILL, IF REQUIRED, MANAGE THE ASBESTOS REMEDIATION ACTIVITIES USING QUALIFIED PERSONNEL (OR A QUALIFIED SUB- CONTRACTOR) AT AN ADDITIONAL FEE AND CONTRACT TERMS TO BE NEGOTIATED. IF HAZARDOUS SUBSTANCES OTHER THAN ASBESTOS ARE SUSPECTED, CONTRACTOR WILL, IF REQUIRED, USING QUALIFIED PERSONNEL (OR A QUALIFIED SUBCONTRACOR), CONDUCT TESTS TO DETERMINE THE EXTENT OF THE PROBLEM AND PERFORM THE NECESSARY STUDIES AND RECOMMEND THE NECESSARY REMEDIAL MEASURES AT AN ADDITIONAL FEE AND CONTRACT TERMS TO BE NEGOTIATED. TO THE MAXIMUM EXTENT PERMITTED BY LAW, CLIENT WILL INDEMNIFY ARCHITECT AND ITS OFFICERS, EMPLOYEES, CONSULTANTS, AND AFFILIATED COPRPORATIONS FROM ALL CLAIMS, DAMAGE S, LOSSES AND COSTS INC LUDING, BUT U NOT LIMITED TO ATT RN Y' 0 E S FEES AND LITIGATION EXPENSES ARISING OUT OF OR RELATING TO THE PRESENCE, DISCHARGE, RELEASE, OR ESCAPE OF HAZARDOUS SUBSTANCES, CONTAMINANTS, OR ASBESTOS ON OR FROM THE PROJECT. VICINITY MAP T SITE ADDRE` S 363 PORTER LANE PT. TOWNSEND, VVA 98368 OWNER EMMET & JUDITI WOLFE 6639 AVENIDA DE LAS PESCAS LA JOLLA, CA 92037 (858) 456-0872 ARCHITECT ZIMMERMAN ARCHITECTURE 3091 PT. WHITE DR. N.E. BAINBRIDGE ISLAND, WA 98110 (206)842-5010 OFFICE (206)842-3057 FAX EMAIL: yoda@zlrrmermanarch.com PRISCILLA ZIMMERMAN, A.I.A. STRUCTURAL ENGINEER SWENSON SAY FACET 2124 THIRD AV�_ SUITE 100 SEATTLE, WA 98121 (206)443-6212 PAUL FAGET, P.E. CIVIL ENGINEER BROWNE ENGINEERING 147 FINCH PLACE S.W. SUITE 4 BAINBRIDGE ISLF.ND, WA 98110 (206)842-0605 DAVID BROWNE, P.E. GEOTECHNIC�L ENGINEER SHANNON & WILSON P. 0. BOX 300303 SEATTLE, WA 93103 (206)632-8020 NEAL MCCULLOUGH, P.E. GENERAL CONTRACTOR NORTH WOOD BUILDERS P.O. BOX 1703 POULSBO, WA 98370 (360)697-6324 JOE CLOTFELTEh' TAX LOT # 001 063 021 LEGAL DESCRIPTION LOT 2, RUFF SHORT PLAT, AS PER PLAT RECORDED IN VOLUME 3 OF SHORT PLAT, PAGE 179, RECORDS OF JEFFERSON COUNTY, WASHINGTON. ZONING RR 1:5 PROJECT DATA PROPERTY AREA: 3 ACRES HOUSE SO. FOOTAGE: 2100 SO. FT GARAGE SO. FOOTAGE: 570 SO. FT. DRAWING INDEX A-1.0 TITLE SHEET, SITE PLAN, PROJECT INFORMATION A-1.1 SITE DETAILS A-2.0 FLOORPLAN A-2.1 ROOFPLAN, ROOF DETAILS A-2.2 REFLECTED CEILING PLAN A-2.3 PC,NER & COMMUNICATIONS PLAN A-3.0 BUILDING SECTIONS A-3.1 WALL SECTIONS, DETAILS A-3.2 FIREPLACE DETAILS A-4.0 BUILDING ELEVATIONS A-5.0 SCHEDULES, DETAILS A-6.0 INTERIOR ELEVATIONS A-6.1 INTERIOR ELEVATIONS S1.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.1 CONCRETE DETAILS 54.1 FRAMING DETAILS zlmmerman architecture a.l.a. 3091 pt. white dr. n.e. bainbridge island, wa 98110 (206)842-5010 (206)842-3057fax yoda "7immermanarch. com © 2006 PLOT DATE: 7/24;0, BLDG. PERMIT SUBMITTAL REVISIONS: 4N9 REGISTERED ARCHITECT n RISOL A ZIMMERMAN ,STATE OF WASHINGT�! Z _0 F_ Q O LL Z Z F— U li W W � O F r n� v / 0. WOLFE RESIDENCE 363 PORTER LANE PT. TOWNSEND WA 98368 Al mO TAX PARCEL DATA TAX PARCEL NUMBER: 001-063-021 LEGAL DESCRIPTION: LOT 2, RUFF SHORT PLAT, AS PER PLAT RECORDED IN VOLUME 3 OF SHORT PLATS, PAGE 179, RECORDS OF JEFFERSON COUNTY, WASHINGTON. ACREAGE: 3.15 ACRES Jc; / IMPERVIOUS AREAS Pi°e / BUILDING ARE AS 4 000 S FT �J � Q ' QLDFFUSER NOTE: APPROXIMATE TOTAL IMPERVIOUS AREA: 6,850 SQ. FT. O �•( BLUFF HEIGHT100 FEET I 12" MIN THICKNESS / TEE OF 4"-8' QUARRY SPALLS 41 DECK I ♦♦ w ADDITIONAL ROCK SHALL BE ADDED ■ ■ `♦ _ PERIODICALLY TO MAINTAIN EFFECTIVENESS 0 ;♦ IN REMOVING MUD FROM TIRES � CB1 s I ♦♦♦ ry � ROCK CONSTRUCTION EN1 ��■ ■ - ♦♦ 3 ■ ROOF s ♦`� �`') NO SCALE ROOF ■ LINE:� TOP OF BLUFF DOWNSPOUT ■� PATH •may JOINTS IN FABRIC �q SHALL BE SPLICED tr` AT POSTS. USE )O� `♦ STAPLES, WIRE RINGS 2"x2" BY 14 GA, WIRE OR OR EQUIVALENT TO EQUIVALENT, IF STANDARD - ■I ♦ STRENGTH FABRIC USED ■ 5 . TRENCH ♦♦ POSTS FABRIC To VGIHIL /1I liD I SCALE: 1"=10' WI z d / WATER SI LINE PRIVATE LOT2 RUFF SHORT PLAT SCALE: 1"=30' FILTER FABRIC II 'I II I s I I MINIMUM 4'X4" TRENCH U 6' MAX BACKFILL TRENCH WITH POST SPACING MAY BE NATIVE SOIL OR /4"-1.5" INCREASED TO 8'IF WASHED GRAVEL WIRE BACKING IS USED, 2X2 WOOD POSTS, STEEL - FENCE POSTS, OR EQUIVALENT 2 FILTER FABRIC FENCE DETAIL r`1 NO SCALE N IF NO WIREBACKING IS USED PROVIDE FILTER FABRIC WITH MINIMUM GRAB TENSILE STRENGTH OF 180 LBS 51 C1 APPROVED STORM WATER PLAN JEFFERSON COUNTY DEPT OF CONAMI l ,mv —...-. _. N$ f SPLIT �AIL FENCE PROJECT BENCHMARK ELEV. 200..0 TD144t-Li'I',V F,ji Ji r�WON CUP UCU EXTEND GARAGE SLAB 4" MIN 4'T MIN I —I _ .•;•' • -III= •'.•a.+ '°' ' '' ACO DRAIN Ki00S ° 4" •• MIN' ',,, `' ` '• CONCRETE BEDDING : q...�. •' SECTION TRENCH DRAIN IN GRAVEL DRIVEWAY NO SCALE 6" HDPE PIPE 110 0 O O NO HOLES — OPPOSITE PIPE FLANGED CONNECTION HDPE TEE -SAME DIAM AS PIPE 2XTEE DIAM^� FLANGED CONNECTION W/ BLIND FLANGE 2' 0 0 0 0 0 0 DRILL HOLES IN FRONT HALF OF TEE ONLY HOLE DIAM=TEE DIAMETER DIVIDED BY 6 HOLE SPACING=1.5 X HOLE DIAM. NO SCALE LEGEND P—P—P EXISTING POWER EXISTING ROAD — — — — — EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR -- PROPERTY LINE TREES 6" HDPE PIPE OUTLET TEE BEACH STREAMGUARD PASSIVE SKIMMER OR EQUIVALENT YPE 30 CB 1' MIN 1' MIN 3 CB1-DETAIL C 1 NO SCALE C1 DITCH 1-1/2" X-STRONG PIPE DRIVEN TO REFUSAL 8" HDPE PIPE 12' GRAVEL ROAD \-CRUSHED SURFACE TOP COURSE DRIVEWAY SECTION CB3-TYPE 1 40' MIN PIPE SHALL BE BURIED VERY SHALLOW NEAR CREST OF BANK (6" COVER) 3' °. 2 1/2" X-STRONG PIPE DRIVEN TO REFUSAL W/ 90# JACKHAMMER GENERAL NOTES 1. PROPERTY LINES AND EASEMENTS SHOWN ARE BASED ON INFORMATION PROVIDED AND OTHER EASEMENTS NOT SHOWN MAY EXIST. TOPOGRAPHY AND LOCATION OF FEATURES IS APPROXIMATE AND NOT BASED ON DETAILED SURVEY. 2. UNLESS OTHERWISE SPECIFIED, STORM DRAIN PIPE SHALL BE 4" DIAMETER, EITHER RIGID PVC (ASTM D3034) WITH THREE FEET OF COVER, OR SMOOTH INTERIOR CORRUGATED ADS N12 OROTHER PPE MATERALSLENE SPECIFIED MAY NOTEVALENTBEISUBSTITUTED. ) WITH OPPE SOHALLFBE LAID AT A MINIMUM SLOPE OF 2% (1/4" PER FOOT UNLESS OTHERWISE NOTED). CARE SHALL BE TAKEN TO MAINTAIN MINIMUM SLOPE AND AVOID LOW POINTS ALONG THE PIPE. 3. ROOF DOWNSPOUTS SHALL BE CONNECTED TO ROOF DRAIN LINES SHOWN ACCORDING TO ARCHITECTURAL DETAILS. 4. CURTAIN AND FOUNDATION DRAINS MAY BE CONNECTED TO THE STORM DRAIN SYSTEM AT CB2. 5. GRADE DRIVEWAY AND PAVED AREAS TO DRAIN AWAY FROM BUILDINGS AND TOWARD CATCH BASINS AND DRAINS AS SHOWN ON THE PLANS. 6. UNLESS OTHERWISE SPECIFIED, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENTLY ADOPTED EDITION OF STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION", APWA/WSDOT EXCEPT AS MODIFIED BY JEFFERSON COUNTY. 7. CONTRACTOR SHALL OBTAIN AN UNDERGROUND UTILITIES LOCATE PRIOR TO BEGINNING CONSTRUCTION (UNDERGROUND UTILITIES LOCATION SERVICE, 1-800-424-5555). EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL APPLY ALL MEASURES NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT -LADEN WATER OFF THE PROJECT SITE. FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. 2. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL FACILITIES REGULARLY, PARTICULARLY DURING AND FOLLOWING LARGE STORMS. 3. ALL STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM CONSTRUCTION. 4. SITE WORK SHALL BE SCHEDULED TO MINIMIZE THE EXPOSURE OF DISTURBED SOILS. FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN 2 DAYS. FROM MAY 1 THROUGH SEPTEMBER 30, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN 7 DAYS. 5. CARE SHALL BE TAKEN TO PREVENT ANY DISCHARGE OF SEDIMENT -LADEN WATER INTO THE STORMWATER DISPERSION SYSTEMS. ANY INLETS WHICH RECEIVE RUNOFF SHOULD BE PROTECTED WITH SEDIMENT FILTERS. 6. PETROLEUM PRODUCTS AND OTHER POTENTIAL POLLUTANTS SHALL BE PROTECTED TO PREVENT THEIR INTRODUCTION INTO SITE RUNOFF OR THE STORM DRAINAGE SYSTEM. 7. DEWATERING WATER SHALL BE FILTERED TO REMOVE SEDIMENT AND DISCHARGED IN A MANNER TO AVOID DOWNSTREAM IMPACTS. BANK TIGHTLINE NOTES 1. HDPE PIPE SHALL BE DRISCOPIPE 1000. SDR32.5 OR EQUIVALENT. JOINTS SHALL BE BUTT FUSE -WELDED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOINTS SHALL BE MADE BY A PROPERLY TRAINED TECHNICIAN. PIPE SHALL NOT BE DEFLECTED TIGHTER THAN A 25 FOOT RADIUS. 2. THE ALIGNMENT OF THE 6" HDPE PIPE SHOWN IS PRELIMINARY AND IS NOT BASED ON A DETAILED SURVEY. THE CONTRACTOR MAY MODIFY THE LOCATION AS REQUIRED TO MINIMIZE DISRUPTION OF VEGETATION AND TO OPTIMIZE CONSTRUCTION OF THE OVER -BANK PORTION OF THE PIPE. 3. CARE SHALL BE TAKEN NEAR THE CREST OF THE BANK TO AVOID CREATING, PATHWAYS FOR CONCENTRATED WATER FLOW. THE CONTRACTOR WILL REVIEW THE PLAN OF CONSTRUCTION WITH THE ENGINEER AND THE GEOTECHNICAL ENGINEER PRIOR TO BEGINNING OF WORK. 4. THE LOCATION OF THE PIPE AND THE DISCHARGE AT THE BASE OF THE BANK SHALL BE STAKED FOR REVIEW AND APPROVAL BY THE ENGINEER AND THE GEOTECHNICAL ENGINEER. 5. PROVIDE HORIZONTAL DEFLECTION OF EXPOSED HDPE PIPE DOWN THE BANK TO ALLOW FOR THERMAL EXPANSION/CONTRACTION OF THE PIPE. THE DEFLECTION PROVIDED SHALL BE BASED ON THE AMBIENT AIR TEMPERATURE WHEN PIPE IS INSTALLED. 6. CONTRACTOR SHALL COMPACT TRENCH BACKFILL TO 95% MAXIMUM DRY DENSITY. PROJECT - LOCATION 18" MIN. HDPE 6"x6" TEE ��GP 2' W 1/2" SCREEN Q� COVER �:: •. ° ..v ',' PCB O: of JJ —I I I I C1 PIPE ANCHOR 3' III 7 UPPER PIPE DETAIL 1 NO SCALE ® SURVEY MARKER —"' PROPOSED DRAINAGE DITCH PROPOSED BUILDING •------• SC ------- PROPOSED STORM DRAIN — — — — — PROPOSED ROOF PROPOSED TYPE 1 CATCH BASIN MOLDED FLANGE OR PIP CLAMP EMBEDDED IN — CONCRETE E-: H 1Cq'20/Q00 " 7 0/1)lo 0 PROPOSED DOWNSPOUT 0 PROPOSED CLEANOUT — — — — — PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR —__ ---� PROPOSED DRIVEWAY cry PROPOSED WALL PROPOSED CLEARING LIMITS SCALE: 1 "=1000' JEFFERSON COUNTY, WASHINGTON