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HomeMy WebLinkAboutBLD2006-00430 BUILDING PERMIT APPLICATIt4 MRL Review Ty 419 ype: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD06-00430 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 DESCRIPTION NEW RETAINING WALL TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 5,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2003 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY: UNHEATED: # OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: 120 BANK HEIGHT: 100 SEWAGE DISPOSAL: CON WATER SYSTEM: PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: C I 05,)ao Type Amount Paid Bv: Date: Receipt: r Approved/Q Permit $112.26 LYK 07/25/06 83908 AF'i a L ED Plan Check $72.31 LYK 07/25/06 83908 State Building Code $4.50 LYK 07/25/06 83908 5U Total: $189.07 Jefferson County Planning & Building Department • • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD06-00430 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: NORTHWI3994BA Expires: 1/17/2007 PROJECT DESCRIPTION: NEW RETAINING WALL CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT. SETBACKS: UFFER: Footing: Foundation: Stormwater FINAL Approval: Underground Plumbing: Underground Insulation: Shear Wall : Sheathing: Framing: Plumbing: Propane Tank/ Lines: Insulation: Sheetrock: Septic Sytem Final Approval MUST be obtained before final of structure can be attempted. Road Approach Final Approval: Zoning Final Approval: Final/Occupancy Approval: HEALTH DEPARTMENT AND 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 CAA BLD06-00430 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 single family residence. 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}IIGH RISK SIPZ: II/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. 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 two (2) unlicensed or inoperable vehicles shall be stored on any 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 Jefferson County Code (JCC). Outdoor storage of three (3) or more junk motor 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 Chapter 18.18 JCC, and such storage shall meet the requirements of Chapter 18.20.100 JCC. 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. • 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 c ° °O�� JEFFERS* COUNTY � jj�� r3 DEPARTMENT OF COMMUNITY DEVELOPMENT �ECE� �U `4 621 Sheridan Street • Port Townsend •Washington 98368 ,.. 360/379-4450 • 360/379-4451 Fax vv, NO,�O www.co.jefferson.wa.us/commdevelopment JUL 5 'C;il�1 Master Permit Application n�( -�,1 41 Y iil ! .., I . �ini Project Description(include separate sheets as necessary): f 5'E7 R4/A /.Aim //¢Le= Property • Tax Parcel Number: ' bd/ 06 3 d2/ Size: .3, /$ s4C.,@ES (acres/square feet) Site Address and/or'Directions to Property ,3(p3 -'t7 sH Zit>.gN �2D.7O ff y 2fl T p�.xa/�Pv. s gvc. To Property Owner(s)of Record: q(,t{ET ff jIiD/Tf/ bc/OLf�E MGuiAvAv,/� p,t/ r�,2r Telephone: 656-450- 6g72 Fax: Mailing Address i b(p3g 4VEA//p,4 DES Pg&AS /A JOLLA email: (A 92037 Applicant/Agent(if'different from owner):'' P�RISGILLA. 0IMME121-6gn/) A., I. A , Telephone: (Z4�) 642- L5D/D Fax: (2cJlo;/342-3a57 email:J(na.IJ 2/mme/ Mailing Address: 309/ P7 wH/TE z. /. n h D f� E•, f3.4r�. ist , l�l.4 ,�'iro cony What kind of Permit?(check each box that applies) ❑ Building ❑Variance(Minor,Major or Reasonable Economic Use) El Demolition Permit ❑ Conditional Use[C(a), C(d),or C]** 111 Single Fa ill ❑ Discretionary"D"or Unnamed Use Classification Garage • j- P Detached 0 Special Use(Essential Public Facilities)** ❑ Manufactured Home ❑ 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)* 0 Shoreline Management Variance ❑ Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment El 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: DESIGNATION.OF.AGENT I hereby designate 7t6eitLA 'Z-( /yA,4,j ~ ' `jo aot as my agent in matters relatingto this pplication for permit(s). n'ER SIGNATURE Date: Z3 D6 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: mil/ _•• 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 ering to an co 'ng wit e ESA. Th.e Applicant has read this disclaimer and signs d d s it below. Sighature: Date: r 3 G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 12-30-05.doc • • 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: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: Nojry woob 5Un.,D6725 ((3Q0) (97- 342 (360 )b i-*47 MAILING ADDRESS: p 0, UO)( /703, pb(4 Boo WA EMAIL: nor t oodm,/ddef,-Sf ec"4h)Thk. net CONTRACTOR'S LICENSE ,V6376. WAINS NUMBER: NO -0-1-- kw- 8o1 207. NUMBER ARCHITECT/ENGINEER: , 15_IILA 0/M.M ,t f,4A47 PHONE ( 2o(d M2- /J7d/6FAx: ( Zof/ o)842- 5.7 MAILING ADDRESS: 309/ f T WiJ/Tr • ALE• l3A-/OJ• / L 'y 6O I youp ,,OC1fa(_� 2/Mmo-n-11�l h•L Project Type:' Frame Type:_'' '`Bathrooms:" Shoreline: Type of Sewage Disposal: Ni New 11'Wood Existing: • - 0 Sewer 0 Addition 0 Steel Proposed: 3 Bank Height: ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: 3 r6 Individual System CIRepair ❑ Masonry , /00 r SEP Permit# O(o- /L'4 Bedrooms a Water Supp'y: ❑ Demolition ❑ Other: Existing: Setback: g y.Private well 0 Two Party Type of Heat: Proposed: 3 ' +. ❑ Public Total: 3 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 fl Woodstove ❑ Fireplace Insert El Hot Wa - Tank ❑ Pellet Stove ❑ 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 submr 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, includin• the reserve area. x •: a r `z quare Footage, ...0i ,: , iposed '•r 6` ,:, i . sk '" in Floor Heated s` : EH Bld App Review: 2nd Floor Heated ,, • rr,=: Consistency Review: _. lt4:041ice, '? Other Heated c ,, f Base fee: I �a r? ' , l•O. rsfz, Mezzanine \ • } a Additional Section: - Heated Basement `';... r Plan Check fee: a 3 Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: --. Garage/Carport y 7o SUBTOTAL Z9 Decks / 911/Rd Approach fee: — 35 D t. Other 1,ove.,2ED DELK 20 . T , _ .g r� =.- TOTAL: $ �D 1' f2WA`1 Receipt Number: 36Di0g Cash/Check Number: 54 ESTIMATED COST(REQUIRED) _ _� Date: r .Fair market valve:of all labor and materials foundation to finish 1 ` «510o Nt9J5&404Q. ke7. WALL itials: SbO, 000 •• b�, / S�•po G:\PermitCenter\FORMS\DRD FORMS\I`Tv aster ermit Application 12-30-05.dgc APPROVED SITE PLAN SEP 2 2 2006 YEFFERSON CO DEPT.OF'Cemul „r No _k N� 6 F Ao I ti TYP. CATCH BASIN —SEE C1 PROPANE GAS FIREPIT i- 0pt'�� oF/ roe F0 to lER1�IT # Bl, � 64443� __- AfFERSDN-C�UNTY DCD S I- RESERVE. DRAINFlELD & NO -BUILD AREA 0 � L - - I PRI � I J . -$RNNFlELEL D $ / j Y ,'OSEPrnC OUTLINE OF 5'-0 MIN -TANK NEW HOUSE OUTLINE OF NEW HOUSE ROOFLINE FIN' FL, DaSM TREES 0 TO BE REMOVED CONC. PAD FOR PROPANE GENERATOR— 68"LX30'WX40' H -_ --_ _ ,/ OUTLINE OF NEW GARAGE WALL PER CIVIL AND GEOTECHNICAL PARKING FIN. FY- - - g 24' ELEV. 178.0 OUTLINE OFNEW GARAGE - ROOFLINE " -w______ --_s--- ' NOTE: FOR GRADING - & DRAINAGE SEE ADJ I PARKING CIVIL DRAWINGS PR ADJACENT PROPERTY ZONING RR 1:5 BURIED PROPANE TANKS UNDER-- SEPARATE PERMrF — I _6 ZO WALL PER RR - - CIVIL AND - - _. GEOTECHNICAL o 148' / WELL / LOCATION 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. IOWNER 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'-0" 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 8" 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 Cm 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 ACENT WALLS AND CEILINGS. NING 1:5 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%" 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 TRECEIVED J U I w r^+r' J �_VI' 6 RR 1:10 ,� SITE PLAN AfffHSON COUNTY BED U 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 SHALL VERIFY ALL EXISTING 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 INSURANCE (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, DAMAGES, LOSSES AND COSTS, INCLUDING, BUT NOT LIMITED TO, ATTORNEY'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 o iTr —m SITE ADDRESS 363 PORTER LANE PT. TOWNSEND, WA 98368 OWNER EMMET & JUDITH 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: yoccOzimmermanorch.com PRISCILLA ZIMMERMAN, A.I.A. STRUCTURAL ENGINEER SWENSON SAY FACET 2124 THIRD AVE. SUITE 100 SEATTLE, WA 98121 (206)443-6212 PAUL FACET, P.E CIVIL ENGINEER BROWNE ENGINEERING 147 FINCH PLACE S.W. SUITE 4 BAINBRIDGE ISLAND, WA 98110 (206)842-0605 DAVID BROWNE, P.E. GEOTECHNICAL ENGINEER SHANNON & WILSON P. 0. BOX 300303 SEATTLE, WA 98103 (206)632-8020 NEAL MCCULLOUGH, P.E. GENERAL CONTRACTOR NORTH WOOD BUILDERS P.O. BOX 1703 POULSBO, WA 98370 (360)697-6324 JOE CLOTFELTER TAX LOT #r 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 INFORVATIOI, A-1.1 SITE DETAILS A-2.0 FLOORPLAN A-2.1 ROOFPLAN, ROOF DETAILS A-2.2 REFLECTED CEILING PLAN A-2.3 POWER & 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 52.1 ROOF FRAMING PLAN S3.1 CONCRETE DETAILS 54.1 FRAMING DETAILS zimmerman architecture a.ia. 3091 pt. white dr. n.e. bainbridge island, wa 98110 (206)842-5010 (206)842-3057fax yoda 07immermanarch. com _ L © 2006 PLOT DATE: BLDG. PERMIT SUBMITTAL REVISIONS: nREGISTERED ARCHITECT 'RISCILLA ZIMMERMAN STATE OF WASHINGTON Z _O O LL Z Z U W W p v / 0. WOLFE RESIDENCE 363 PORTER LANE PT. TOWNSEND WA 98368 Al 00 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 / IMPERVIOUS AREAS JpP BUILDING AREAS: 4,000 SQ. FT. JJ NOTE: TOTAL IMPERVIOUS AREA: 6,850 SQ. FT. O ti APPROXIMATE BLUFF HEIGHT = 100 FEET �y 1g6' 5 6 DIFFUSE / TEE a ZE ❑ DOWNSPOUT s �6 ATH %ROOF `% TOP OF BLUFF L+ V. 1 !ll L /7 1 V LJ I SCALE: 1"=10' wI M m 0 z WATER SERV LINE FIR PRIVATE WE i LOT2 RUFF SHORT FLAT SCALE:1 "=30' �pP 5'01" 12" MIN THICKNESS -/ OF 4"-8" QUARRY SPALLS �Rpk ADDITIONAL ROCK SHALL BE ADDED J�v F �� PERIODICALLY TO MAINTAIN EFFECTIVENESS OF IN REMOVING MUD FROM TIRES 1 ROCK CONSTRUCTION ENTRAI C I NO SCALE JOINTS IN FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS 2"x2" BY 14 GA. WIRE OR ATTACH FABRIC TO EQUIVALENT TO -EQUIVALENT, IF STANDARD FABRIC USED l AT //STRENGTH POSTS 1 II I FILTER FABRIC - II I II 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 FILTER FABRIC FENCE DETAIL NU SUALL IF NO WIREBACKING IS USED PROVIDE FILTER FABRIC WITH MINIMUM GRAB TENSILE STRENGTH OF 180 LBS C EXTEND GARAGE SLAB °. - •..�• 'a •... r' .4 . �a 'MIN . 4'r MIN _ / • . • Y V4. III � ° o� •.;4•' '' ACO DRAIN K100S e .4" MIN' •.; ; CONCRETE BEDDING 4,..1. SECTION =1 I I- 5 TRENCH DRAIN IN GRAVEL DRIVEWAY 1.84.0 C 1 NO SCALE h$ i SPLIT � AIL FENCE PROJECT BENCHMARK ELEV. 20d.0 V C1 RECEIVE AIL 2 5 L61t;6i ifffERSON COUND BCD vo (V\ /- FLANGED CONNECTION HDPE TEE -SAME DIAM AS PIPE FLANGED CONNECTION 2xTE� W/ BLIND FLANGE 0 0 0 o 0 O O O 0 0 0 O O o 0 0 DRILL HOLES IN FRONT HALF OF TEE ONLY HOLE DIAM=TEE DIAMETER DIVIDED BY 6 NO HOLES OPPOSITE PIPE HOLE SPACING=1.5 X HOLE DIAM. DIFFUSER 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 2' STREAMGUARD PASSIVE SKIMMER OR EQUIVALENT YPE 30 CB U 1' MIN 1' MIN 3 CB1-DETAIL C 1 IN SCALE C1 IP DITCH A 1-1/2" X-STRONG PIPE DRIVEN TO REFUSAL I:41 12' GRAVEL ROAD `CRUSHED SURFACE TOP COURSE A DRIVEWAY SECTION C1/ CB3-TYPE 1 40' MIN PIPE SHALL BE BURIED VERY SHALLOW NEAR CREST OF BANK (6" COVER) - 3' 6" HDPE PIPE 2 1/2" X-STRONG PIPE DRIVEN . TO REFUSAL W/ 90# JACKHAMMER HDPE 6"x6" TEE 2' W 1/2 SCREEN COVER _ 4 PIPE ANCHOR C1 IIIII- 7 UPPER PIPE DETAIL C 1 NO SCALE 9 SURVEY MARKER _ PROPOSED DRAINAGE DITCH PROPOSED BUILDING •------• SID ------- PROPOSED STORM DRAIN - - - - - PROPOSED ROOF m PROPOSED TYPE 1 CATCH BASIN 18" MIN. CIF 3' MOLDED FLANGE OR CLAMP EMBEDDED IN CONCRETE GENERAL NOTES 1. PROPERTY LINES AND EASEMENTS SHOWN ARE BASED ON INFORMATION PROVIDED AND OTHER EASEMENTS NOT SHOWN MAY EXIST. TOPOGRAPHY ANJ 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 OTTHER PIPEMATERIALS POLYETHYLENE MAY NOT BE EQUIVALENT) SUBS IUTED. WITH ONE PE SHALL FBE 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. 5. 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. SHALL4. SITE WORK SCHEDULED MINIMIZE EXPOSURE OF DISTURBED SOILS. FROM 0 TOBER1THROUGH APRIL30, 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. HOPE 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. DEFLECTION5. PROVIDE HORIZONTAL FEXPOSED HDPE PIPE DOWN THE BANK TO ALLOW FOR EXPANSION/CONTRACTION OF THE PIPE�THEDEFLLECTION PROVIDED SHALL BEBASED ON THE AMBIENTAAIR TEMPERATURE WHEN PIPE IS INSTALLED. 6. CONTRACTOR SHALL COMPACT TRENCH BACKFILL TO 95% MAXIMUM DRY DENSITY. E;'Finc510,20/ 200 -rOlb o O PROPOSED DOWNSPOUT 0 PROPOSED CLEANOUT - - - - - PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR -- ---� PROPOSED DRIVEWAY PROPOSED WALL -- ­1n%111v LIIVII I PROJECT - LOCATION �JOP OF �JP/ SCALE: 1 "=1000' JEFFERSON COUNTY, WASHINGTON WOLFE RESIDENCE 363 PORTER LANE DRAINAGE PLAN BRO"E DATE 4/10/06 ENGINEERING, INC EMZIMMER c/o ZIMMERMAN ARCHITECTS DESIGNED ASL C1 147 Finch Place, Suite 4 3091 POINT WHITE DR. DRAWN AS[ Bainbridge Island, WA 98110 BAINBRIDGE ISLAND, WA 98110 CHECK T (206)842-0603 F (206)780-9322 PROJECT # W002 7 OF 1