Loading...
LOT 9 -03-22-22 - ROW DRIVEWAY SitePlanWASTEWATER SYSTEM PLAN & DETAILSprepared for:Foothills Builders, LLCBIRDSALL ROADTown of Queensbury, Warren County, NYTAX MAP # 296.5-1-16 & 296.5-1-17Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigSafely.New YorkMAP REFERENCE:Hutchins Engineering PLLC291653-01SITE PLANLOCATION MAPSITE LOCATIONSITE SETBACKSREQUIRED(ORIGINALSUBDIV.APPROVAL)PROPOSEDFRONT (EAST)30'106.5'NORTH SIDE10'25.5'SOUTH SIDE10'89.5'REAR (WEST 1)30'133.5'REAR(SOUTHWEST 2)30'125.0'BLDG HEIGHT40'30SITE DEVELOPMENT DATA - 296.5-1-16SITE AREA:1.3-AC (56,323.56 SF)EXISTINGIMPERVIOUSCOVERAGECHANGE INIMPERVIOUSCOVERAGEPROPOSEDIMPERVIOUSCOVERAGEBUILDING0 SF2,122 SF2,122 SFDRIVEWAY0 SF3,150 SF3,150 SFDECK0 SF400 SF400 SFTOTAL IMPERVIOUS0 SF5,672 SF5,672 SFPERCENT IMPERVIOUS0%10.1%10.1%PERMEABILITY100%(10.1%)89.9%ZONING REQUIREMENTSZONE - MDRMINIMUM LOT SIZE - 2-ACREFRONT SETBACK - 30' (PER APPROVED SUBDIVISION PLANS)SIDE SETBACKS - 10' (PER APPROVED SUBDIVISION PLANS)REAR SETBACK - 30' (PER APPROVED SUBDIVISION PLANS)LOT WIDTH - 100'ROAD FRONTAGE -100'MAXIMUM BUILDING HEIGHT - 40'MINIMUM PERCENT PERMEABLE - 50%GRAPHIC SCALEWASTEWATER SYSTEM SETBACKREQUIREMENTSWASTEWATER SYSTEM DESIGNREVISED DRIVEWAY STORMWATER DESIGNSITE DEVELOPMENT DATA - 296.5-1-17SITE AREA:1.17-AC (50,965.2 SF)EXISTINGIMPERVIOUSCOVERAGECHANGE INIMPERVIOUSCOVERAGEPROPOSEDIMPERVIOUSCOVERAGEBUILDING3005 SF0 SF3005 SFDRIVEWAY6322 SF3527 SF9849 SFSHED194 SF0 SF194 SFTOTAL IMPERVIOUS9521 SF3527 SF13048 SFPERCENT IMPERVIOUS18.7 %6.9 %25.6 %PERMEABILITY81.3 %(6.9 %)74.4 %DRIVEWAY TRENCH DETAILMINOR STORMWATER REQUIREMENTS FORNEW DRIVEWAY ON PARCEL 296.5-1-17TOWN OF QUEENSBURY STORMWATER CONTROL VOLUMEREQUIREMENT FOR MINOR PROJECTS:·1.5 GALS/SF OF NEW IMPERVIOUS AREA·3527 SF OF NEW IMPERVIOUS AREA·1.5 GAL x 3527 SF = 5,291 GAL·5291 GAL x (1 CF / 7.5 GAL) = 706 CF REQUIRED (MINIMUM)·TOTAL PROVIDED: 1000 CF·3 FT (W) X 3 FT (D) X 278 LF X O.4 (STONE POROCITY) =1000 CF OF STORAGE