Loading...
HomeMy WebLinkAboutBLD2004-00442 IIP UILDING PERMIT APPLICAIN MLA04-00393 Review Type: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD04-00442 Received Date: 6/30/2004 SITE ADDRESS: c CASCADE LN PORT LUDLOW, 98365 OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: PORT LUDLOW NO. 1 AREA 4 Block: Lot: 11 PARCEL NUMBER: 990400411 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License PORTLAL994L8 Expires 5/2/2006 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW SFR W/ATTACHED GARAGE ALSO 120 AG PROPANE TANK TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,563 VALUATION 202,787.00 ADD'L: 578 HEAT TYPE: EEE CODE EDITION: 1997 HEAT BASE: HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: 2 OCCUPANCY: CONST TYPE: 5N OTHER: SHORELINE: CONST TYPE: GARAGE: 462 SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: SEW WATER SYSTEM: LUDLOW PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 4 Seismic Streams Total: 3 Total: 4 Flood Way Floodplain Routing Date: F&W Landslide O3 Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: p3rQv_ed/ ate Permit $1,570.55 KAS 06/30/04 66509 A P R C�V E D State Building Code $4.50 KAS 06/30/04 66509 Potable Water Application $52.00 KAS 06/30/04 66509 AUG 1 8 2004 Total: $1,627.05 Jefferson County Planning Wl�u�r& Building Department G.)axciA22 06/28/2004 08:19 3603794451 JEFF CO DCD 06i25/2004 15:56 FAX 360437252 PORT LUDLOW ASSOCIATES • JC PERMIT CENTER PAGE el00202 y 4, Jefferson Comity flepnrtmeit of Community Aevebpnent �� RI Sheridan Street:Pert Townsend WA 368(36 1378-4451 ,,,,,..1.;_itg>.,,i:, . Prmt A?7C0tOA8 CR • Project Description: CT/fat) ya,. /4. • Building Type! Project Type: �( Single FamilyFrame Type: • x Garage Attaehrd/Detacllcd New JLWood Modular Addition • 9toa1 Aiteantion/Remodel Concrete Camrner dalair 14d1ti..Fatufy/##of Unit ReP OMasoz ther:ry Industrial Actuation Other: i Other, Bathrooms: Bedrooms; Type of Se a DFs onetlr Yn ` P Type Oaf Hoot: Existing; 19' Existing: - Chooee one: ProposedgX Sewer Community System XElectricity Oil Total: Total:Proposed! Individual System Woodstove Propene If not severer,fill out the fallowing, Heat Pump Conventional Alrcrnattve )1.Other/r-94Q Fi-P?Awe. Permit# SEP Water Supply: ir. Private well Two Piny Well Public;Nat=Of unites systleat: ixosz aSquare Pilotage: t thlM ^' „M r, `/ �(� ('"� —l i�rl rl uHb P� •�v4r �la�., J I 'IIMIE'�n:.p uZ'1i,'n�rl�i'•:" �' I'• yr Main Floor 4 J- .3 I �/I C `', ui, '}J'�Nii Ili'' I'�• •4 IZI'!''Ilia li'�l -F jy r r I{a:A7d ell; ! I n , '+td; 2ND FlOQI 5 7 B Jr i k !.11 i li,ur +�1'�111�!,. 'I 1 !'y a..w .n..,., w n r Y.v 1, 1 �� �' y�I�Ir1 jQpl'�leji i 1!� ;"�i f t in �� .,... ,� x 3N�1DQx • , II 1. 11 It . IIJ Y1r it 4 1„I� � pN' �1 .N JlI ,.ear JI}Itr�.a.4�l .• :II:f N ,.n^u ilk i II 'AiRR!Basement I 11V, l I•11N!J!IGF•':J.' JI'^•e+';' �! ..L p f II' 19I.'r'71 x.1^1!"'yra'r'aLpdgll IY}YL ! l�'.,i ....u,ICI4'ar�i Allt�L 1 Ilia, C9,,,IIM4'• ^%,,11 ,e,!....!•'I }l G ,. U aaement .r Y �� al�� �� r°pry*�ler��ir �;,x ..., `.J� :} 43 file! „1.I. NIII .I., � �g., � s Y is w r•a h .I.ru�I nu, �'(.r,�r�ie' 17r'r ,II t riry� �:ih�iyi�i.^rw 'N'F�'.�i'�io,ln.,;! ��:., l�i',ol��`l ���1' /Carpott . r r� M :°I ��I'Xi" � �: °F, "SS•�Y �� wv Garage Z , tm : Plea ,,, 1 ,� �jawci r14;' 6,. II,,,• { Decks q as: ,::;;•.. De n !1""r3�C�l�"h lips ilui�w;:,;.y_,ra' 'a_�„I. faY:YS!u„ fiifj Jul: "t!9°Fat ;? , Coirunetcial /� ^ �• °u:n!.w i:n' .,.no rn ,r e�41,11�R, ,M999Gppp� i.,Vi ,, r �� �QC CW r `' I ly��'I A,l�. ylfiull,14h41!un.:•1'rerpo•l Y:^'^•' : ';� e 1I, , 4 '1�",i � I 1 1, fl l , t7 �', Industrial v 'swL' 13f. ,r;, y..M•.. �� �-sd, 1 M ! q�' Other '' , ;'I{ I d ,,141: v 1 gags I.a , l'� ��`Plikill'iyy�+a it II, ' .hl ptin u�,7'''' i"/Y''ll.,I✓. ve 1 Total Valuation; YQli:fgc� ra irorr�w:! fi,rl xr,lr^a•M'` Mrs' ww_„ruw'Irrm]..rt +fir,•�p�.G�a;�) �;85 �AS�'M•in_ii°n�i�iK,li.,inyf�'1i�i��'' �1,'"-w�"yi1� i��il4 II'k,"1.1�'�SI.1-Pq�lwniil9 V �; 1in,,ni N 1.a. 1I,1n Z n 4k ntYlt iw�,Gn 4••���y' ,r ° Ut TU.�N'• it ml xl�x(:•'h: r.'.+.�uw�+' 1�4,.17 r�I'`3�1�,7a: "::era::tst1.� �-.ruml/�,�.�ir rl��iit2(;9'h Cfr rr''.. K, „ Z• �y • Estimated / 9 e x, p� la ti F;.l�+��,it I���,, N . I�s x n�i!'I,NOl""�` .( .. _Corr .� r“i'�i hii 11,41 a ielei, it 4,,`i �_''�., / r '„ �! Y,r Iw y�S'i• >1;.Mr.tl"'::ail x stir' .i:, ;j'. Ifit r'I'r a.=IIN mZa�k^. .JkIni;i'.n lrri... t[W'tl.Ili.,.•*a I:r:',. .:V within 200'of the Shoreline r^ ' ;m' ,rye � ;•,rl,�,JA�, +Clw;ilYy71 Distance to Bank or Ordinary High Watcr Mark ft.Bank Haght ,r _fr. ey p;anioQ Chu application fawn,the vatic nhfownee uregrs that the lefuanadoa purer herein IrNC c Ind correct to the best of their kho`.'lodgc, Any malarial lidoollnod at Any omiacalnn of t matterial fact made by die applicant/Ownerwith respect to diia application packer may mull-in Mir permit biting null and vokl. I further agree to rave.indemnify and hold harmless Jefferson Cntmry whim all iiebllitio,ludgmeiGl,euuee carer,RanF in►Ue Ilepomy's fr or and expanses which may in arty way sccrur tllifdL leffer4an Cgwlty AA a result of or in Consequence of the tenting of this permit. ar agree llfurett and right in provide access a and d8hco pe ary re neat uenlersen Counmshal h�ii nested and hall resim itivur or Rents fast eha rurpq,o of applies dun review and any required here inrptcbmrs. Gt t oitnay ha th4 llcane's m r eq r occur during n:gttiar business houu. Signature: Date: • • tr..iom?\pLNCN'1'k siNP0fiLDG\FO1 1gLDpccn icAppficatioa 11-6-01 OVER VD lia BUILDING PERMI T Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD04-00442 Received Date 06/30/2004 SITE ADDRESS: 50 CASCADE LN Issue Date 08/18/2004 PORT LUDLOW, 98365 APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: (360) 437-2101 70 BREAKER LN PORT LUDLOW WA 98365-9766 SUBDIVISION: PORT LUDLOW NO. 1 Block: Lot: 11 PARCEL NUMBER: 990400411 Section: 9 Township: 28 N Range: 01 E CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437 2101 70 BREAKER LN PORT LUDLOW WA 98365 Contractor's License: PORTLAL994L8 Expires: 05/02/2006 PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE ALSO 120 AG PROPANE TANK REQUIRED INSPECTIONS: r]. SETBACKS: Ok ra1/o0)✓ {<1... UFFER: OK o pr oy gi , 4 Footing: Ok loin DVAV ,[c] Foundation: aK td Emir/ro»S ,79/49O/ N Stormwater FINAL Approval: 6 /d/27/ilk Underground Plumbing: N Underground Insulation: IQ Shear Wall : gier oe�5'i , .ex// [4 Framing: DA /o- 605 Plumbing: D ll.VG'', A. Propane Tank/Lines: ,* 02/os ' 4 Insulation: 111 v .• Sheetrockk / •' 7 .3 [ ] Septic S m Final Approval: :j 2.,s- Road Approach Final Approval: [ ] Zoning Final Approval: IA Final/Occupancy Approval: Oe --rer L,/o /Z.�s. 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 411 SPECIAL CONDITIONS FOR I BLD04-00442 1.) The application was reviewed by the Jefferson County Department of Community Development staff on July 1, 2004 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: Osprey/purple martin. 2.) The applicant is proposing to create or add 2521 square feet of impervious surface and 7884 square feet of land disturbing activities. 3.) 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. 4.) A Small Parcel Erosion and Sediment Control Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 5.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act (SEPA) pursuant to WAC 197-11-800(1)(b)(i). 6.) The site plan as submitted with the building permit application on June 30, 2004 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated August 16, 2004 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 7.) This approval is for a single family residence with attached garage and 120 gallons above-ground propane tank only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 8.) Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 9.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less than one-half acre unless totally screened from view of neighboring dwellings and rights-of-way. Such screening shall meet all applicable performance and development standards specific to the district in which the storage is kept, and shall be in keeping with the character of the area. Screening shall meet the requirements of Unified Development Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable vehicles is prohibited except in those districts where specified as an automobile wrecking yard or junk (or salvage) yard and allowed as a Permitted Use in Table 3-1 of the UDC, and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area (ESA). 10.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of impervious surface which includes roof tops, driveways, concrete, etc. 11.) The building height is not to exceed 35 feet. 12.) Minimum setback from Cascade Lane right-of-way shall be 20 feet. Minimum side and rear yard setbacks shall be 5 feet. 13.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade, excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 14.) Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. 15.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 16.) The parcel has been desigra -ds MPR SF4:1 under the Jefferson Coin Comprehensive Land Use Map effective August 28, 1998. 17.) The lot was created through the Port Ludlow No. 1 Area 4 Subdivision on June 3, 1968 under AFN 196207. 18.) A road approach permit(RAP04-0150) will be issued with the building permit. 19.) An address of 50 Cascade Lane, Port Ludlow has been assigned to the lot. Cascade Lane is a county local access road (C510409). 20.) The lot is served by Port Ludlow water and sewer. 21.) Per MPR Code Section 3.17, Accessory dwelling units (ADU's) shall not be allowed in the MPR-SF zone. 22.) APPLICANT AND/OR CONTRACTOR SHALL CONTACT JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT(DCD)AT 360-379-4457 TO SCHEDULE A SITE VISIT WITH THE PORT LUDLOW DRAINAGE DISTRICT, DEVELOPER/OWNER, AND DCD PRIOR TO ANY LAND DISTURBING ACTIVITY BUT AFTER FOUNDATION IS STAKED. 23.) Per email dated March 15, 2004 from Jeff Davis, WDFW Biologist, Osprey are no longer a priority species. I.\F_BLD_Permit_Buildng.rpt 10/29/1999 1 • JUIN 3 p' ;fit,, JEFFERSON COUNTY STORMWATER MANAGEMENT SMALL PARCEL EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL WORKSHEET Property Owner: Port Ludlow Associates Telephone: 437-2101 Address: 70 Breaker Lane, Port Ludlow, WA 98365 Assessor's Parcel Number: 990—y0 O 9// Building Permit or Septic Permit Application Number(if applicable): Brief Project Description: New Single Family Residence W/ attached garage. Site Location: ? (,Q.f(_4 (-,j r 0 66 l?) e)/e/- Person Responsible for BMP Installation and Maintenance: Jeff Evanger } Address: Same aS above Telephone:Same as above 1. Describe/cheek the Best Management Practices (BMPs) that you will implement during land disturbing activities or construction to control erosion and prevent sediment from entering water bodies (marine waters, streams, rivers, lakes, or wetlands) or impacting adjacent property or roads. Please check the measures you plan to implement and show their approximate location on the site plan. You may also propose measures other than those listed. Attach additional sheets,if more space is required. [1 Stabilize construction access route. Limit construction vehicles to one route, if feasible. Provide a stabilized construction access by applying quarry spalls, ballast, or crushed rock to minimize tracking sediment onto roads. (See attached illustration from Stormwater Management Manual.) If sediment is transported onto roads, they will be cleaned thoroughly. [] Minimize the extent of land disturbing activity and preserve existing vegetation. Preserve buffers of well-established vegetation between disturbed areas and property boundaries, roads, water bodies, and designated critical areas (wetlands, fish and wildlife habitat areas,landslide or erosion hazard area,etc.). APPROVED SPESCInstructions—ShortForm r A5 STORMWATER PLAN Revised July 17,2002 Seat PERMIT # BLD Rego AUG 1 6 2004 0 4 - 0 4 4 2 JEFFERSON C UNTY DFPT OFE% JEFFERSON COUNTY DDT i Y VF PMF Q��q� )f: : SIGIATUR • Ji UN 3 EROSION AND SEDIMENT CONTROL WORKSHEET [] Phase clearing so that only areas that are actively being worked are uncovered. [) Start and complete land disturbing activities and stabilize the site between April 1 and September 30. Stabilization means that disturbed areas will have well-established plant cover or be landscaped to minimize erosion. [X Stabilize exposed soil Exposed and unworked soil will be covered within 2 days between October 1 and March 31 and within 7 days between April 1 and September 30. [ ) Cover exposed soil with a minimum of 2 inches of straw or hay or other material approved for this purpose. [] Cover soil stockpiles with plastic sheeting and locate away from water bodies, roads, and property lines. [1 Place gravel base on roads,driveways,and parking areas after clearing and subgrade preparation. [f Protect adjacent properties and water bodies from sediment deposition: [J Place straw or hay bales in ditches and drainage ways down slope from areas of land disturbing activity to filter runoff before it leaves the project site or enters water bodies.(See attached illustrations from torwater Management Manual.) [] Install a filter fence down slope from areas of land disturbing activity to filter runoff k before it leaves the project site or enters water bodies. (See attached illustration from ( } Stormwater Mana aeme°---tManual•) IX Regularly inspect and maintain all BMPs especially after storms events. [] Describe other erosion and sediment control Best Management Practices. Be specific as to design and specifications. i to i s Vf l at with can.�� �n i measures wi 1 be sufficient, above. SPESC Instructions--Short Form Revised July 17,2002 4 EROSION AND SEDIMENT CONTROL WORKSHEET 2. Describe how disturbed areas will be permanently stabilized(seeded,landscaped,apply gravel base to roadways,etc.) Areas that are distrubed will be landscaped with natural type vegetation and lawn to property line • 3. Describe how runoff from impervious surfaces will be controlled o (disperse to vegetated areas to; • infiltrate,dry well,infiltration trench,route runoff to existing drainage facilities,etc.). All impPrviniis surfaces will he run to roof drains and catch basins as designed into the plat requirements. 0' T..04 1 SPESC Instructions—Short Form Revised July 17,2002 5 I EROSION AND SEDIMENT CONTROL WORKSHEET 4. Specify your construction sequence. Describe the timing of all land disturbing activities (clearing and grading, construction, installation of drainage facilities, landscaping, etc.) and Best Management Practices.Describe proposed maintenance of BMPs. After Pxra�rati i 1 ni BPS will be covered and silt fence will be installed. Silt fence will be left in place until we are ready to landscape and all roof drains/ are in. Landscaping will be installed as e ex erior of the buildin when oncrete work is com( pleterd,� . k The Best em t Practices proposed above will be implemented stonnwa . will notify the Jefferson Countyto control erosion, sediment, and for inspections as quire 0( Signature o wner/Agent Date • JUN 3 0 '004 ..' SPESC Instructions--Short Form • Revised July 17,2002 6 STI EROSION CONTROL NOTES THE FOLLOWING EROSION AND SEDIMENTATION CONTROL NOTES APPLY TO ALL CONSTRUCTION SITE ACTIVITIES AT ALL TIMES, UNLESS OTHERWISE SPECIFIED ON THESE PLANS: 1. THE OWNER AND HIS/HER CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE OWNER AND/OR CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE COUNTY. 2. THE IMPLEMENTATION OF THIS SWPPP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THIS SWPPP IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE COUNTY AND THE SITE IS STABILIZED. 3. PRIOR TO BEGINNING ANY WORK ON THE PROJECT SITE, A PRE - CONSTRUCTION CONFERENCE MUST BE HELD, AND SHALL BE ATTENDED BY THE GENERAL CONTRACTOR, THE BULDING INSPECTOR, REPRESENTATIVES FROM AFFECTED UTILITIES, AND A REPRESENTATIVE OF THE COUNTY. 4. ANY ROCKED CONSTRUCTION ENTRANCES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO BEGINNING CONSTRUCTION. IN ADDITION, EQUIPMENT FOR THE CLEANING OF PUBLIC ROADWAYS SHALL BE AVAILABLE AT ALL TIMES DURING CONSTRUCTION. 5. THE EROSION AND SEDIMENTATION CONTROL FACIUTIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. MINOR DEPARTURES FROM THIS PLAN ARE PERMITTED SUBJECT TO THE APPROVAL OF THE COUNTY INSPECTOR. HOWEVER, EXCEPT FOR EMERGENCY SITUATIONS. ALL OTHER DEVIATIONS FROM THIS PLAN MUST BE DESIGNED BY THE PROJECT MANAGER AND APPROVED BY THE COUNTY INSPECTOR PRIOR TO INSTALLATION. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE OWNER AND/OR CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BY-PRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. ALL WORK SHALL BE DONE ACCORDING TO BEST MANAGEMENT PRACTICES AS DEFINED IN THE DOE STORM WATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN. FINISH FLOOR v SIDING 11 Y2« z 2 n 1Y2"X5Y2 z • z� FINISH GRADE m i, in e Z ia7 CRAWL SPACE F 7.. b - 11%/i;�/i��i��/i��/i,.I?/i. 2" MIN. FOOTING !'RAIN - 4« PERFORATED PIPE --� AP.CUND ENTIRE PERIMETER, WITH WASHED ROCK BACKFILL DRAIN TO DAYLIGHT A UILDIN -QR�Ajg R SHIPS. N. i.J. 6•_O>r 5' X 2" X 2" POSTS R", , -m-_-, k NSERTED 2 FEET s_o INTO GROUND NOTE: SILT INTERCEPT TE CEPT S A WALE MAY BE 8 U S BSTITUTED FO R SILT FENCE WHERE APPROPRIAT E. R- 25' PERIMETER AND_ BACKFILL POSITION FILTER FABRIC A C OVER ENTIRE TRENCH C 1 WITH NATIVE MATERIAL. 2 fiOp ,�' �st�NG 01, L'�Fo v Z. 4 120 MIN. 4" - 8" QUARRY SPALLS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NO SCALE vi tL v ��� �p " " X I , • `, nL *0%51 i SFO � J- B F s% OOP NF 14 1\5,7>� C 1/1"• MAI 17*[• 'r^ ,IAIAITAILI 1.9/1P'•I-LI 1 V .111.1. 1 .1----"I NO SCALE STRAW BAWAE� (USE AS REQUIRED) - STABILIZATION NOTES CONTRaL MEASURE: STABILIZED CONSTRUCTION ENTRANCE. PURPOSE: REDUCES THE AMOUNT OF DEBRIS TRANSPORTED ONTO PUBLIC ROADS FROM CONSTRUCTION EQUIPMENT BY ACTION OF VEHICLE TIRES TRAVELING OVER GRAVEL PAD REMOVING MOST MUD AND DEBRIS FROM TIRES. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) SEE DETAIL 2-C-1, (2) STABILIZED CONSTRUCTION ENTRANCES SHOULD BE LOCATED WHEREVER VEHICLE ACCESS ROUTES INTERSECT PAVED ROADS; (3) MATER AL SHOULD BE QUARRY SPALLS, 4" - 8« SIZE; (4) THE ROCK PAD SHOULD BE AT EAST 12-INCHES THICK AND 100 FEET IN LENGTH. LENGTH MAY BE REDUCED TO 50-FEET FOR SITES WITH MINOR GRADING (LESS THAN 1 ACRE OF EXPOSED SOIL); (5) WIDTH SHOULD BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. MINIMUM WIDTH SHOULD BE 20-FEET. ADDITIONAL SUBGRADE STABILIZATION SUCH AS A GEOTEXTILE MAT MAY BE REQUIRED. PROCE".)URE: (1) A FILTER FABRIC FENCE SHOULD BE INSTALLED DOWNHILL FROM THE CONSTRUCTION ENTRANCE TO INTERCEPT AND CONTAIN ANY SEDIMENT -LADEN RUNOFF FROM THE ENTRANCE OR FROM TIRE WASHING; (2) IF THE ROCK PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM VEHICLE WHEELS, THE WHEELS SHOULD BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHOULD BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WAS WATER SHOULD DRAIN TO A SEDIMENT RETENTION FACILITY; (3) STREET CLEANING EQUIPMENT SHOULD BE AVAILABLE AS REQUIRED. MAINTENANCE: (1) ENTRANCES MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, AS NECESSARY TO PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC ROADWAYS; (2) IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THORC,.IGHLY AS A MINIMUM AT THE END OF EACH DAY. SEDIMENT SHOULD BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING. STREET WASHING SHOULD TAKE PLACE ONLY AFTER SEDIMENT HAS BEEN REMOVED AS DESCRIBED ABOVE; (3) ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. CONTRI;IL MEASURE: CONSTRUCTION ROAD STABILIZATION. PURPOSE: TEMPORARILY STABILIZES ROADS, PARKING AREAS, AND ON -SITE TRANSPORTATION ROUTE'.; NTH STONE IMMEDIATELY AFTER GRADING, REDUCES EROSION CAUSED BY CONSTRUCTION TRAFFIC OR RUNOFF. DESIGN CRITERIA/SPECIFICATIONS: DESIGRI, (1) PROVIDE ROCK STABILIZATION WHEREVER THERE IS THE POTENTIAL FOR EROSION OF TEMPORARY CONSTRUCTION ROUTES BY CONSTRUCTION TRAFFIC DURING NET WEATHt71R; (2) ROCK STABILIZATION MAY BE UNNECESSARY WHERE SOILS ON SITE ARE GRAVEI.IY; (3) A 6-INCH DEPTH OF 2" - 4" CRUSHED ROCK, GRAVEL BASE, OR CRUSHED SURFA1NG BASE COURSE SHALL BE APPLIED IMMEDIATELY AFTER GRADING OR THE COMPLIi 11ON OF UTILITY INSTALLATION WITHIN THE RIGHT-OF-WAY. A 3-INCH COURSE OF ASPHALT TREATED BASE (ATM) MAY BE USED INSTEAD OF THE CRUSHED ROCK. PROCE'::DURE: (1) WHERE FEASIBLE, ALTERNATIVE ROUTES SHOULD BE MADE FOR CONSTRUCTION TRAFFIC; ONE FOR USE IN DRY CONDITION, THE OTHER FOR WET CONDITIONS WHICH INCORPORATES THE MEASURE LISTED BELOW; (2) TEMPORARY ROADS SHOULD FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. SLOPE SHOULD NOT E'riCEED 15 PERCENT. ROADWAYS SHOULD BE CAREFULLY GRADED TO DRAIN TRANS'gMSELY. PROVIDE DRAINAGE SWALES ON EACH SIDE OF THE ROADWAY IN THE CASE OF A CROWNED SECTION, OR ONE SIDE IN THE CASE OF A SUPER ELEVATED SECTION. (3) INSTALLED INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT LADEN RUNOFF FROM ENTERIJG THE STORM SYSTEM (SEE BMP'S ON FILTER INLET BARRIERS). MAINTEVANCE: INSPECT STABILIZED AREAS REGULARLY, ESPECIALLY AFTER LARGE STORM EVENT',;. ADD CRUSHED ROCK IF NECESSARY AND RE -STABILIZE ANY AREAS FOUND TO BE ERODWG. CONTROL MEASURE: DUST CONTROL PURPC'.iE: PREVENTS SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES DESIGN CRITERIA/SPECIFICATIONS: (1) MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF' TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION PRACTICES. (SEE BARE GROUND BMP S) (2)SITE SHOULD BE SPRINKLED WITH WAT ER UNTIL SURFAC E IS WET. REPEA? AS NEEDED. TO PREVENT CARRYOUT OF MUD ONTO STREET. 0 0 S EFT, REFER TO STABILIZED CONSTRUCTION ENTRANCE BMP IN THIS SECTION. (3) SPRAY EXPOSED SOIL AREAS WITH AN APPROPRIATE DUST PALLIATIVE. NOTE: OIL IS PROHIBITED FOR USE AS A PALLIATIVE. COI MEASURE: UMIT CLEARING OF SITE. PURP0,1X: REDUCES UKELIHOOD OF, OR EXTENT OF, TURBIDITY IN DOWNSTREAM STORMWATER BY MINIMIZING THE SOURCE OF SILT PICKED UP ON SURFACE RUNOFF. t I DESIGf, CRITERIA SPECIFl CATIONS: AKIN / CLEARING SHOULD BE LIMITED TO THE MINIMUM AREA NECESSARY T0 PERFORM WORK AND IMMEDIATELY MM ED REVEGETATE CL EARED AREAS. WHEN POI OSS :,E CONSTRUC TION SHOULD BE PLANNE D IN STAGS AND D ONLY THE STAG E BEING WORKED ON SHOULD BE CLEARED. ONCE WORK IS COMPLETED, LETED. A GIVEN STAGE OF T! SI..JCTION H I CON SHOULD BE IMMEDIATELY R TEL EVEGETATE R OTHERWISE D 0 0 ERWISE STABILIZED. OL ME ASURE: EASURE: COVER FT AREAS LE UNWORKED FO R OR MORE THAN 48 H ( �'1LS0 SEE MULCHING,{N SODDING, PLASTIC SHEETINGP BM S . ) PURPOSE MINIMIZE THE AREA EXPOSED TO RAINFALL AND SURFACE RUNOFF, THEREBY R 1'AG EDUC THE AMOUNTF 0 EROSION F BARE E GROUND AND THE AMOUNT OF SEDIMENT THAT n MIGHT OLLECT IN SEDIMENTATION EN CONTROL ST RUCTURES. E SUCH AS SE DIMENT WENT POND S DS OR SILT .. FEN CF..i•. ICI CR DES ITERIA SPEgFl ATI C ONS: DURING THE TIME PERIOD F 0 ER OD 0 CTOBER 1 THR OUGH ROUGH APR{ L 30 AND AT OTHER TIMES OF THE YEAR WHEN THERE ARE EXTENDED PERIODS R ODS OF INCL EMENT TrIER PROJECT -DISTURBED ALL PROJECT I R D STU BED SOIL AREA R . STRATIFY 0 BE LEFT UNWORKED FO R MORE E THAN 0,8 HOURS SHOUL D BE COVER Y COVERED B MULCH,SODDING, PLASTIC S G OR PEAS C COVER ING. THIS PR F,' URE IS OC 0 BASED ON THE INCREASED POTENTIAL FOR, AND D CONSEQUENCES SEQUE CES OF, FAIL URE OF ERII )SION AND SEDIMENTATION CONTROL STRUCTURES DURING THIS PERIOD OF HIGH P IF: T TI REC A ON AND THE P ASSUM T10N THAT ARE AS NOT BEING WORKED ARE LIKELY TO BE LEFT LNATTENDED. ' CONTitv.)L MEASURE: MU LCHING. SEE ALSO NETS AND MA I PURPCaE. MULCHI NG NG PROVIDES IMMEDIATE ED TE TEMPORARY PR R OTECTION TO EXPOS ED AREAS " AND AI .10 R LOWS GERMINATION AND PROTECTION OF SEEDED AREAS BY CONSERVING MOISTURE. M RSOIL ODE>TING L TEMPERATURES, AND HOLDING FERTILIZER SEED AND TOPSOIL IN PLAC E. DESIGN CRITERIA/SPECIFICATIONS: DESIGN: (1) PREPARE SOIL AS FOR SEEDING; (2) FOR APPLICATION RATES AND SPECIFY;"ATIONS, SEE TABLE 3-1**; (3) NETS AND MATS USED IN CONJUNCTION WITH MULCH SHOLIU) BE USED ON SLOPES STEEPER THAN 2:1; (4) WOOD FIBER CELLULOSE BLANKET ARE CONSI[7=RED PROTECTIVE MULCHES AND CAN BE USED ALONE ON ERODIBLE SOILS AND DURING ALL TIMES OF THE YEAR. MATERI 4LS: (1) HAY OR STRAW: USE STRAW WHERE MULCH EFFECT IS TO BE MAINTAINED FOR MIrIRE THAN 3 MONTHS. HAY AND STRAW ARE SUBJECT TO NAND BLOWING UNLESS KEPT MOIST OR TIED DOWN. THEY ARE THE MOST COMMON AND WIDELY USED MULCHING MATERIAL; GOOD FOR EROSION CONTROL IN CRITICAL AREAS. ANCHOR BY CRIMPING, DISCING, ROWNi; OR PUNCHING INTO SOIL, COVERING WITH NETTING, SPRAYING WITH A CHEMICAL OR FIBER HINDER OR BY KEEPING MOIST; (2) WOOD FIBER CELLULOSE (PARTLY -DIGESTED WOOD FIBERS': WHEN USED FOR EROSION CONTROL ON CRITICAL AREAS, THE APPLICATION RATE SHODU;) BE DOUBLED. APPLY WITH HYDROMULCHER. NO TIE DOWN IS REQUIRED. PACKAGED IN 100"-LB BAGS. NOT RECOMMENDED FOR HIGHLY ERODIBLE SOILS IN HOT WEATHER; (3) GRAVE„ CRUSHED STONE OR SLAG: EXCELLENT MULCH FOR SHORT SLOPE AND AROUND WOODY PLANTr,, AND ORNAMENTALS. USE WHERE SUBJECT TO FOOT TRAFFIC; (4) CORN STALKS: 411 SHREDI;iIED INTO 4" - 6" LENGTHS, DECOMPOSES SLOWLY AND RESISTS NINDBLOYV; (5) WOOD CHIPS: CANNOT BE CLOSELY MOWED. DECOMPOSE SLOWLY AND DO NOT REQUIRE TACKING. DOES I`.OT PROVIDE NITROGEN TO SEEDS UNLESS TREATED. TENDS TO WASH DOWN SLOPES STEEPER THAN 674 (6) BARK CHIPS/SHREDDED BARK: CANNOT BE CLOSELY MOWED. .> ADDITIONAL NITROGEN FOR SEEDS NOT REQUIRED. TENDS TO WASH DOWN SLOPES STEEPER >;F; THAN LX AVOID 71WNG BARK OR SAWDUST INTO SOIL, AS IT TENDS TO REMOVE NITROGEN FROM ."01L, RELEASING IT ONLY WHEN IT DECAYS. PROCEDURES: (1) MULCHES SHOULD BE USED FOLLOWING TEMPORARY OR PERMANENT SEEDINI , (2) MULCHING SHOULD IMMEDIATELY FOLLOW SEEDING IN AREAS WITH SLOPES STEEPER THAN 2:1; (3) MULCHES SHOULD BE USED IN CLEARED AREAS THAT CANNOT BE SEEDED BECAUSE OF THE SEASON; (4) MULCHES SHOULD BE USED ON EXPOSED SOILS (INCLU'DING STOCKPILES WHICH ARE NOT FINAL GRADED WITHIN 15 DAYS) UNLESS COVERED WITH P-AST1C SHEETING. MAINTENANCE: MULCHED AREAS SHOULD BE CHECKED PERIODICALLY, ESPECIALLY FOLLOWING SEVERE STORMS, WHEN DAMAGED AREAS OF MULCH OR TIE -DOWN MATERIAL SHOULD BE REPAIRED. **-SEE TABLE 3-1. THIS SHEET STABILIZATION NOTES (CONrD.) CONTROL MEASURE: TEMPORARY EROSION CONTROL SEEDING. (SEE ALSO TOPSOILING, SURFACE ROUGHENING, MULCHING, PLASTIC SHEETING AND NETS AND MATS). PURPOSE: REDUCES EROSION AND SEDIMENTATION BY TEMPORARILY STABILIZING EXPOSED SOILS FOR UP TO 1 YEAR. DESIGN CRITERIA/SPECIFICATIONS: (1'I SEEDING CAN BE DONE DURING THE PERIOD OF MARCH 1 THROUGH SEPTEMBER 30 (IF PLANTED BETWEEN MAY 15 AND AUGUST 15 IRRIGATION MAY BE REQUIRED). SEEDING CAN SOMETIMES ALSO BE DONE SUCCESSFULLY DURING THE REMAINDER OF THE YEAR, OCTOBER 1 THROUGH FEBRUARY 29, PROVIDED THAT THE SEED BED IS IMMEDIATELY STABILIZED BY MULCHING, NET/MATS OR PLASTIC SHEETING; (2) SITE PREPARATION, INCLUDING THE INSTALLATION OF SURFACE RUNOFF CONTROL MEASURES, SHOULD BE COMPLETED PRIOR TO SEEDING. THE SEED BED SHOULD BE FIRM BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLY TRACK WALKED UP SLOPE. TRACK WALWNG IS DRIVING A CRAWLER TRACTOR UP AND DOWN THE SLOPE, LEAVING A PATTERN OF CLEAT IMPRINTS PARALLEL TO THE SLOPE CONTOURS; (3) HYDROSEEDING APPLICATIONS WITH APPROVED SEED-MULCH-FERTIUZER MIXTURES MAY ALSO BE USED; (4) SOIL AMENDMENTS/FERTILIZERS SHOULD BE APPLIED AS RECOMMENDED BY SUPPLIERS. WHEN SEEDING OVER SUBSOIL (WITHOUT TOPSOIL), AVOID OVER -FERTILIZING, ESPECIALLY NEAR AQUATIC FEATURES. INSTEAD, USE MULCH TO ASSIST IN NOURISHING SOIL PROJECT SITES ADJACENT TO BODIES OF WATER MUST USE NON -PHOSPHORUS FERTILIZER; (5) APPLY AN APPROPRIATE SEED MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 LBS. PER ACRE. TABLE 3-2** GIVES RECOMMENDED TEkt PORARY EROSION CONTROL SEED MIXTURE. MAINTENANCE: (1) INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEED IMMEDIATELY; (2) SEFD SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INSUFFICIENT AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. CONTROL MEASURE: PLASTIC SHEETING PURPOSE: PROVIDES IMMEDIATE TEMPORARY EROSION PROTECTION TO SLOPES AND DISTURBED AREAS THAT CANNOT BE COVERED BY MULCHING. ALSO, PROTECTS DISTURBED AREAS WHICH REQUIRE COVERING DUR114G PERIODS OF INACTIVITY IN WINTER MONTHS. PLASTIC SHEETING IS THE PREFERRED IaOVERING FOR SEED BEDS PLANTED DURING WINTER MONTHS, IN THAT IT NOT ONLY PROTECT AGAINST HEAVY RAINS BUT ALSO PROVIDES WARMTH AND LIGHT TO PROMOTE GERMINATION AND GROWTH OF SEEDS. DESIGN CRITERIA/SPECIFICATIONS: (1) PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5; (2) COVERING SHOULD BE INSTALLED AND 14AINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHOULD BE AT LEAST A 10 - 24-INCH OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND STAKED OR TIED; (3) COVERING SHOULD BE INSTALLED IMMEDIATELY ON AREAS SEEDED DURING WINTER MONTHS, AND REMOVED AS SOON AS POSSIBLE ONCE VEGETATION IS WELL GROWN TO PREVENT BURNING THE VEGETATION T'rIi�OUGH THE PLASTIC SHEETING, WHICH ACTS AS A GREENHOUSE; (4) WHEN COVERING IS USED ON UNSEEDED SLOPES, IT SHOULD BE LEFT IN PLACE UNTIL THE NEXT SEEDING PERIOD; (5) PLASTIC COVERING SHEETS SHOULD BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. MAINTENANCE PLASTIC COVERING MUST BE CHECKED OFTEN FOR RIPS AND PLACES WHERE THE PLASTIC MAY BE DISLODGED. CONTACT BETWEEN THE PLASTIC AND THE GROUND SHOULD ALWAYS BE MAINTAINED. ANY AIR BUBBLES FOUND SHOULD BE REMOVED IMMEDIATELY OR THE PLASTIC MAY RIP DURING THE NEXT WINDY PERIOD. RE -ANCHOR OR REPLACE AS NECESSARY. **-SEE TABLE 3-2, THIS SHEET IIIIIIIIIIIIIIII TABLE 3-1 MULCH MATERIAL, APPLICATION RATES ACID SPECIFICATIONS MULCH MATERIAL QUALITY APPLICATION APPLICA{ION RATES DEPTH OF STANDARDS RATES PER ACIE APPLICATION PER 1000 SO FT GRAVEL, WASHED: 3/4" - 9 CU YDS 400 CU YDS. Y CRUSHED STONE 1-1/2- SIZE OR SLAG HAY OR STRAW AIR-DRIED, FREE 75-100 LBS., 1.5 - 25 TONS LIGHTLY COVER FRON UNDESIRABLE 2-3 BALES (90-10( BALES) ENTIRE SURFACE SEED dt COARSE (MIN, 2") MATERIAL WOOD FIBER DYED GREEN. 25-30 LBS. 1000-1 KX) LBS. 2" CELLULOSE NO CROWTH ORGANISM INHISTING FACTORS TABLE 3-2 TEMPORARY EROSION CONTROL SEED MIXTU 1E NAME PROPORTIONS BY PERCENT PERCENT WEIGHT PURITY GERMIN`TION REDTOP (AGROSTIS ALBE) 10X 92% 9076 ANNUAL RYE (LOLIUM 4076 98X 907E MULTIFOLIUM) CHEWINGS FESCUE (FESTUCA 40% 97% 80% REBRA COMMUTATA) JAMESTOWN. BANNER, SHADDOW OR KOKET WHITE DUTCH CLOVER 107r 96X 90x (TRIFOLIUM) Legend PROPOSED CULVERT - - - - - - -I- SURFACE DRAINAGE D S DOWN SPOUTS TO CATCH BASIN IN 6" DIA., PVC PIPE SILT FENCE, SEE DETAIL e 13 13 STRAW BALES, SEE DETAIL C ---------------- CLEARING LIMITS - ASPHALT SURFACE CONCRETE SURFACE . < • - a PROPOSED SANITARY SEWER UNE SS PROPOSED WATER LINE W © PROPOSED 120 GAL PROPANE TANK 37 e1 2 s Iw 121"�n I89 "I_ - Vicinity Map NOTES: YARD DRAINS TO BE CONSTRUCTED FROM CONCRETE PIPpEE,, IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWISE SHOWN ON THE PLANS OR NOTED IN THE SPECIFIGATWNS. CUTOUT HOLE YARD DRAIN WMAL TAOLLOUTLET THICKNESS. PESS.. OUTSIDE ® CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WNW. ® CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS R DRAINAGE, (FWSH )WITH FACE OF BELL. THE GRATE SHALL HAVE SLOTS CONSTITUTE A�IL�ET SkrSURF B£ PERCENT ASSURE AREA ENON-ROCKING FIT WITH ANY COVER POSITION. ® WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH, ® VARIES 12 INCHES OR 18 INCHES. SPECIAL CAST YARD DRAIN MAY BE ROUIRD FOR MULTIPLE PIPE CONNECTIONS. YARD DRAIN IS NOT PERMITTED WITHIN THE RIGHT-OF-WAY. 21 a 0 ELEVATION VIEW s YARD DRAIN CONNECTIONS .1 N.T.S. 1 EMERGENCY CONTACT PERSON JEFF EVANGER PHONE: 1-360-437-2101 ;: _ _ <: j ':'r" - :: - -_- `i"> - r:: --_- -- _` - --� " --- N 84°41'U0 12 ? 43i -___ " �f e: �.-",. �'. .-;7;m­,;,;��:� . - . , . ��:�::� �,,­�' _ �­�.-�'. - ­.";_ � _.:... .'' ­ . - I I ...; - ., � , .- .. ,�.t �­­.�':..�­,,­� �, *. _ - cv) __ - I ., ­;­ ­�_ -, �".­ - ,4 . . . ,, ��, �-__ .. ,�� - _,__.­­.�_e ��IIIIIIIIIIIIIIII`o""�. �::::�� ;:�.�. �,: _.�:,_,�:�,:i,.�`,' �_! ... �, �4��.,..� "" ` , .I .:� �5: , _- -_,-.,:�...�­.­ ...', --�f� , .. ��.�_��2_,�,­. ooQ oa 20.00, -_ :;: V- :�� t­.. �� -, ��_ -,,,,:: '""o,"mmum,� 1111111111 11111 111111111 III .1 ; o --_ - _ _ o __ �- -- 0 i? _ 0 •aY z 0. zs O _ Q f-- {S 3 s• :. .-2. o OP o 0 0 _- _ .� . F.11 _-_ ... .- rr. !.- - O O Q O 1. .rt•'s�.-.."'t`Z-' a-*: r _,ram z_ t 6f ..st'•'-'i�i 11 r. .a.'k="-�pp. `ate} y.� '�, r133, _ �-y }.0�/.�� 0�•�. ! ♦ ♦ • w i.'l M.x- yx ,,.,'' "'' +}» "''. :u'<-$G' `•?F*:`;:}" ^ '„`z..v>'`="' y:;T.T+ ice. . -f : ' ( d O L !: Q . n'. •cS!<: •" •'4f�;•y, ...'y.: za 'x,3... t- - ..e `i ✓ p . 3. I s' �� a ��:�.•< -ti"". - - - , : ;ter..- .� �,' -� O O - O O _.a - �Y d s ' k' - �S- O O �7 s � . :. rra-- 2 :.: e o .. _ r, O O O :�- r O y,Y. ;� 1 :: t.. .. 1 - 0 0 } �- 0 0 ,a j•": - 1 %r s �•-�. r-t "� � ra o r K,� +r • _'SC.n . ''_tr. • `C fix.. y."xr:"-_k.'r: � �. � rn M 15. r O n 'r L#- r s �. r ,J �P^ 0 0 0 :.:. . �P -; -4 I .,. g g , 4 g Q e- W ♦ �� . a .� I Ni,k • ?i lY-?, O SY>: O S 1� O As Required I .. 70 o4A ^�'k. 5 y a /� .^.-i`=r„' �v: --�"L-3+' : 5'".- . ,7,• ^.Sr _.y:"'r :.v s -,,z .y._ ,y ,,,s-ie.m-.:: ,- . <' : D 0 u y: - r a:B' x.w 4 �,+� x s x Q ,7.,» p r.'-,*� Try, . rye; '" N>�- � tom. o ��=���: ,.:� ,-: - a. w r ♦ - - *.�. �g4c .!F :',Tim- .,y o S, , Y� 'r a .' s.<_ kT �,y� nu >. �-4t • Y ?.� : ;' , E a :,t _ y r :s-...sx'... y it O _ ,s r^ .. A c >'+,q - d .� w �":, 0 _ Y�_ arc u.b. ,*.'� +5 �ti » Y ,a r D 0 x r..:. a ���tt .r:...,w. t t`�s= � to � � _ .,,fix.• „�.�.,,,: -�-•tom:` :,h -�- �J. . mow;--.: � - ,,.�- �.,.... f - �.� ,� . r~ - r +S-: "";�..,"i �rw j. ice..:'-u.,..� ..i£,�' - .i_'..: ,•'v - n.,.- .>..... . ... .:.... -.. <- .. k. % --.t,---.. ...^sv-<�.: ,e... _� .<..yr_. - .,t�� •ii- , cr�xPrv'°" �'. �c-._-. . `�:. '�•4>.;.i.r- .2.2 . i. .... _. r}. .- 5 :..fin.; -, .. '•-. `"_-:'f•ir� .rti�Y.=,)=.+'--}• ,.....� :C,S ,r<hs.. ".,,sLP.'.(r ,^.t'-E y�:� 3 tai m# .. -. s . tr - .xa ' is cx�i . ,`fit`-"^ ..� _co J'. S.. ±; u :t.> _: �}?- n.=}'.'L'�' Imo- �K 't: ( .r ?}:. ors-. 'cx- f , s- 'k. .. i < .ate_ r, f-�..- ri%t-.. t: s y,. rz a E . i- k7-.,:.ram -,d.: T',: -3-... ..:?:, • •.r< f . •ys �i.-.-. r s,} ,r.:3-...- 1 .� - %t;.".' ::v"^.�'' ^:�`<,, rat.. s l- �r :lr' .:-.cam]. -. �.r - >. ea-i=.e. x:i>m. ._1 'vie ' - �- %�< s T r f' _"h- �: mac:^• ,x.. f s . ...F '�xtt.. s7,..,-. t t '•.j' ,Y r�4a'�"?�- "''ma`s .L+� ..r.. �t^d° $t, {� «z a 1 x , ,.. �. e- + f. _'. r - �.-. �. m. x -r :�..:. .., ._ �. t: {Y s s; ,' x 3tr x rF inr o d c: q �'-. ew �.. .y' t r _._ 1 r:s . i l- ..(:4.'w :7r:K- # c y. _ �• �.r :z-. l,n r.V-�,-Y., Y:,. .. Y P . -a' . ..�. • .'- I r r. , :' � R ' P :.�; ti'.v- e r t2'a' v. - �r: 3• ,, �� E y�,� �L .- � w _. , r s ..- x .. F 3 .:+�2y'9C .c,E'-ti:'�s :'`W-M y :+r r.•L �.vl:. .. ,,. _..�.� 5as-. r. ' Y .r3y, .� >' s 1 ,e:...0 .y_. .rK O ram- ,,. p M r. 1. z A _ :- , T :.. .. . -r�-mitw P �w4 x r. s... n N n _ --___ 5•.: R B L :y y^. .. - •: -. ;fy r•4x - r ,� s," ~.. �' a,4 rx w� r: z . a _. . t4 _ r .meµ - �:Y :J'W yy a- ram.. `,� r � _ , r:t,.,. r��s� 1. a sry. .r.•� y:,�rr... r.. 1 -y,� ? x.:v a. �...- '�,_ "' r �T may... < ws• 5 s. a.-. �Y At •+ _ X. AUGG fix' , ''`r- x r.'a .' 1 rr L..�. r- `- a 4: 4 0 . ._ • 0 0 ti ;., 4 4 2 > w ...� �... . x- , .�z .9 il: • a- 8 m. v � .a+ 1Y r�..r :r' . J €z, :r vrr€- -'' - ,�, . ;fir. r. 1 �... :x p- r. > 1 .: t E.. 3 ma's fx . 4i-$ . . L,.. 's�'.••y. ham'? �� + u•.- . s a>,, roc„ r..ra. W ;.r r .r-. , 1 _vim �, jx j F.> Q} ..:. s>° r 1 °... :', ice: C EF w r _ R E S r.tk•, ER SON a� S ,'�y' .rj¢r 'ss ,f.'', . rr, ca o N I ;� :- LINTY s :�. D .:`- �:.�. � ^,-G 'Y r-'%'ti'�is e!t . Y<Yt:.3:3 '- _}..'�:i.YL�.,Z-{.�%' ".!>fi��. T'P 'r ii U T' ,. Y w� .:�,;: K r>� w 3',u,' DEPT. e . :tF, : r.: >:. , f., O zea -fir=' ;a`:>, .kt..m5wa,, -:v I �- -r'-�; C'O. �. ,,h c- �.•'*x-=F?' •.- .r+?F'f'':3t.=^-:'.�'.: -, s.t;i-�.,�.-�L.t: 2t:v%s.== wrc:`W.%. :x<: T '"r!;'.-? d�;tr°-'' ..�.. ..:y.,-s'�':,,,,,,,,.,n :. ,r>•.-?,' :.zr +`-: :y�.t`;' f U[: x:�- s-. r.:7 - f ar ,..., >.. SIGN I OP 1 ::_' RE: - - _1 I .Le:o-.. .,z >F- a ..-.1....� �. I ✓s: x �. u I '}' >f- s, .R 4.. 3 • •-` .- x �; �.1� 4 `'+ I i " a.�'a-'' .,.t _,<'t;�,.���.'�vs_-..;k„t �-.r- . zx•-•�a- x�,..,;:. r iy.,.:xrx.. z,II-Xi�:'2�...<. fir_ a " .,: f-,i`''n -'Lea -Y:. cam... :. �-1- s. j ::t_.„ , I ti Z� � L �. r : Y is f �. F Y- _ "ll � 1.. � ;.�-_�,.;!�;: goS �,.��.--tea' . •°3�= '.�,.. ,> : r#`' �';�. v. y:.-.Fssg:. ::,.?. v .'`r . rs.e . 3 a i -r. i1• r�: f ._ g, y y .., x y. ..A,r .S` #. 2r� y �k,.� 7<f"...sue;"{e" as a.. . ,, r: >.. :.<.. .lam' 1}. 1 :y 1 :J� , ' 1 -- w - a. 3 a a ..s j - :�,., B I - � , r : :: _ 00 4 ' �; <> r:'•: >.�,> , ter u'' `'t� : � -Ju< 11 :r'.r, •;tt �t>7. .. Y,t � �d�f s , .- tk ,} if" h Sz •s' ,Sri-:rib^yL.�F�4:;::,'sY>tC,Z,g.. �tOr� �3,e. :+., :•r1- ',...�:,,,fS;J:<...,-::zi.ca. sr, .,. .. s. > 5-a.sm•,s.^�Y.�tl `i:;':; :.. �.7... _.v'•..;.. 'la,:r^...1. ,2.1y. :W#` r:a!, h_ y.. z...Q. `c,.`„ 11 ��r Y �. _ CY.. . r . },.}a a , quiT xu. 3 'u nz : z', Y:'axL.. ,� -ar., fa' :., sy ;3..'%Vie. Tie `'3'.Y^�•'< ,�x"rr; yYi,vC,�c�•-,��{`c;•�N�.r'4 `y"rt-r�'i-'«*'vim;>i,^•'�^�'t-`�Y4'�f,a-^` I ' x,:;j`�:. '•;` 'x. icy r. ai>,-'n.' ,rti`;: y F....s'rc9,. y .`,.:ti 411` -•r._ .rF s>`'-'• ,!.t. X?'a»<7.�dJ.,S:+-5.'�.' 1f:L:.-., ..Y`{s;'.Y.F,.-F,-'.-i,',+4' i .,-.uiv..q.Y'ay`'-.7www %, r ;?:,„-,,.}''a'' ;31'v `' 3F. x'}"yc ;4' 'r:,+s K.... II. act, �' �5 §���,y yr,,: , I ':� p �zo a l O 9 Q r APPRO I ED :: '' 77II .37' SITE PLAN - ----____ N 1 6 2004 1 -` _ `_-- JEFFE ON I -- - -_ DEPT. OF r SIGNATURE. DEV OPMI=NT I naz(auzy(a SU3(3G, CLEARED AREA - 12,561 SQ. FT. 41) IMPERVIOUS AREA - 2,837 SO. FT. C 1 Site Plan '.octys�� .• �� GRAPHIC SCALE 10 o s 10 20 40 4 � 8425 E� \�� Fss��I ALR� ( IN FEET ) 1 inch = 10 it. EXPIRES: DUNE 7, 2006 MacLearnsb Civil E04 ,� a 159 Wyatt Way N- s phone: (206) 842�='5c,.'l :1 CLIENT il -* 9 Port Ludlow Associates Engineering, P.S. In 0, . nners Stormwater Site Plan (SWPPP) `:.. r' Gland, WA 98110 Lot 11 C �rid�e , ascaden Lane I. f csinvdl: (206) 780.2408 DRAWN BY DATE JOB NO �4. CAH June 28, 2004 24520 ;? �' CHECKED BY MCM SC&E 1 „=10' SHEET 1 of 1