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stamped_026 Revised Marrowstone Inn Civil Plan
EAST BEACH RD.BEACH RD.LEGEND:... BOUNDARY LINE... PROPOSED SEPTIC SYSTEM... PROPOSED WATER LINE... PROPOSED GATES... EDGE OF PAVEMENT... CENTERLINE OF ROADWAY... EDGE OF DIRT ROAD... EDGE OF EXISTING GRAVEL ROADWAY... EXISTING FENCE... PARKING STALL MARKINGS... EDGE OF ESTUARY... PROPOSED DRIVEWAY/PARKING AREA... TRANSITION ZONE... VEGETATED BUFFER... WATER METER... SEPTIC CLEAN OUT... CATCH BASIN... MAIL BOX... SIGN... TRANSFORMER BOX... POWER POLEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXC.O.C.B.MBWMTEL R30'B-9FF=19.9'DECK FF=19.8'B-2FF=24.9'CONC.B-11FF=19.9'DECK ESTUARYESTUARYESTUARYEAST BEACH RD.BEACH RD.BARN(EARTH FLOOR)B-8FF=21.6'DECKB-5FF=15.7'DECKCARPORTB-3FF=21.7'DECKLODGEFF=26.8'DECKHOUSEFF=36.5'PORCHCARPORTB-7FF=27.3'DECKSHEDGRAVEL FLOORWOODS AND BRUSHBOAT LAUNCH (CONC.)B-4FF=16.1'DECKCONC. PADSTEPSTEPCONC. PORCHEQUIP.FF=38.0'UTIL.FF=40.4'DECKCARPORTFF=26.7'GARAGEFF=36.4'MOBILEFF=36.4'B-6FF=17.6'DECKFF=17.5'15.6'FF=16.0'FF=21.6'FF=24.8'FF=36.4WELL HOUSEFF=18.5'WHOHW OHWOHWOHWOHWOHWTOE GLENDON MOUNDFF=21.5'FF=27.2'PORCHAPN 921084010APN 921084011CONCRETEDECKFF=36.8'WOODS AND BRUSHWOODS AND BRUSHWETLANDSWETLANDS PROPOSED GRAVELEDAREA APPROX. 14,605 S.F.PROPOSED GATEPROPOSED GATEDISPOSAL COMPONENTS & RESERVE DRAINFIELDPROPOSED SUPPLY/RETURN LINESDRIVEWAY TO BE DIRECTEDWEST TO SHEET FLOW THROUGHVEGETATED AREAPROPOSED 2"ØWATER LINEPROPOSED 2"ØWATER LINEPROPOSED SEPTIC TANKPARKING AREA TO BE SLOPEDTOWARDS VEGETATED BUFFER AREA200' SHORELINEMANAGEMENT ZONE200' SHORELINEMANAGEMENT ZONE150' SHORELINESETBACK225' REDUCEDWETLAND BUFFERSECONDARY TREATMENT/DOSING TANKSPROPOSED SEPTIC TANK & PUMP CHAMBER30' VEGETATED BUFFER STRIPFOR STORMWATER DISPERSIONPROPOSED SEPTIC TANK & PUMP CHAMBEROHWOHWPROPOSED SEPTIC TANK& PUMP CHAMBER10' VEGETATED BUFFER STRIPFOR STORMWATER DISPERSIONCURTAIN DRAIN TOPROTECT SEPTICPIPE CURTAIN DRAIN TODISPERSION STRUCTUREEXISTING GRAVEL DRIVEWAYS &PARKING AREAS TO BE REMOVEDAND RESTORED AS VEGETATED AREAPROPOSED GRAVELPATHWAYSXXXPROPOSEDDISPERSIONTRENCHORDINARY HIGHWATER MARKPRELIMINARYSITE PLAN REVISIONS:SCALE:CLIENT: TITLE:C1DATE:JOB NO:FILE:SHEETJanuary 3, 202221180 - E321180SET:PRELIMASSOCIATES ENOVIC & INCORPORATED Z PHONE: (360) 417-0501 FAX: (360) 417-0514 301 E. 6TH STREET, SUITE 1 PORT ANGELES, WA 98362 EMAIL: ZENOVIC@ZENOVIC.NET1" = 40'0Scale: 1" = 40'40'80'120'HULBERT CUSTOM CONST., LLC P.O. BOX 2107 PORT TOWNSEND, WA. 98368 SEWER & WATER LAYOUT FOR HULBERT, JEFFERSON COUNTY WASHINGTON - PARCEL NO. 921-084-011 S T E PHENM.ZENOICPROFESSIONALENGI N E ER STA T E OFWASHINGTONREGISTERED23594VDATE MARK NOTE Jan 03 2022Exhibit 26 - Page 1 of 1