Site PlanAsphalt DriveDeckFloating DockDeckFloating DockFloating DockStepsShedStone Retaining WallWooden FenceSepticManholesCatchBasinOverhead WireUtilityPole
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Rip Rap Asphalt DriveOne StoryWood FramedHouseAdjoiningHouseDOCK SPIKEFOUNDIRFIRF8" CLAYPIPEIPFIPFLands Now or Formerly ofWilliam J. RourkeB: 5213 P:240Lands Now or Formerly ofVictor H. CeladonB: 3380 P: 8312.5'± to Shore2.5'± to Shore647'± Along Shore Line20199.6± Sq. Feet0.5± AcresS 83°18'00" E118.00'S 69°34'00" E110.37'106.32'N 55°17'00" W42.60'N 21°40'00" W152.09'S 54°58'55" W( Tie Line
)S 10°09'00" W40.06'AreaElectric Meter289.10-1-15289.10-1-13Well400406405410
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l(Permeable)StoneSITE PLANprepared for:Higley Lake Property, LLC23 Jay RoadTown of Queensbury, Warren County, NY291275C-01LOCATION MAPSITE LOCATIONGRAPHIC SCALESITE PLANTAX MAP # 289.10-1-14Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigSafely.New YorkMAP REFERENCE:SITE SETBACKSREQUIRED FORWR ZONEEXISTINGPROPOSEDSCREENPORCHSHORELINE50'20.7'(DECK)38.6'NORTH SIDE20'(AVG. LOT WIDTH: 68')7.3'(HOUSE)44.1'SOUTH SIDE20'(AVG. LOT WIDTH: 68')36.6'(ATTACHEDGARAGE)69'FRONT30'112.3'(ATTACHEDGARAGE)169.8'HEIGHT28'22.5'22.5SITE DEVELOPMENT DATATOTAL LOT AREA0.5-ACRES /20,199.6 SFEXISTINGIMPERVIOUS AREASCHANGE IN IMPERVIOUSAREASPROPOSED TOTALIMPERVIOUS AREASHOUSE W/ ATTACHED GARAGE2,479 SF0 SF2,479 SFASPHALT DRIVE2,837 SF0 SF2,837 SFDECKS / STAIRS1,209 SF(137 SF)1,209 SFSCREEN PORCH0 SF+137 SF137 SFSHED120 SF0 SF120 SFPERMEABLE PAVER SIDEWALK142 SF(50% OF 283 SF)0 SF142 SF(50% OF 283 SF)PATIO97 SF(50% OF 194 SF)0 SF97 SF(50% OF 194 SF)TOTAL6,884 SF0 SF6,884 SFPERCENT IMPERVIOUS34%-34%PERMEABILITY66%-66%ZONING REQUIREMENTSWR - WATERFRONT RESIDENTIALSHORELINE SETBACK: 50'(OR AVERAGE OF 2-ADJOINERS,WHICHEVER IS MORE RESTRICTIVE)FRONT SETBACK: 30'REAR SETBACK: 30'SIDE SETBACK: 20' (AVG. LOT WIDTH = 68')MAX. BUILDING HEIGHT: 28'(16' FOR ACCESSORY STRUCTURES)PERCENT PERMEABLE: 75%MAX. FLOOR AREA RATIO: 22%VARIANCE SUMMARY1.SHORELINE SETBACK50' REQUIRED38.6' PROPOSED11.4' OF RELIEF REQUESTEDHutchins Engineering PLLCFLOOR AREA RATIOZONE - WR (WATERFRONT RESIDENTIAL)MAXIMUM FLOOR AREA RATIO - 0.22PARCEL AREA - 20,199.6 SFTOTAL ALLOWABLE FLOOR AREA= 20,199.6 SF x 0.22 = 4,444 SFEXISTING/PREVIOUSLY APPROVED MAIN FLOOR = 1,858 SF BASEMENT= 1,858 SF ATTACHED GARAGE= 590 SF TOTAL FLOOR AREA= 4,306 SF FLOOR AREA RATIO= 0.21PROPOSED MAIN FLOOR = 1,858 SF BASEMENT= 1,858 SF ATTACHED GARAGE= 590 SF SCREEN PORCH= 137 SF TOTAL FLOOR AREA = 4,443 SF FLOOR AREA RATIO= 0.22