Updated Site PlansIPFIPFIPFIPFIPFIPFMETALPOSTIPFIPFIPFCIRFIPFOLD TAX ID.#316.9-1-2RESIDENCEGARAGEPAVED DRIVEWAYBLACKTOP DRIVESHORELINE SHORELINE10.3'9.1'9.5'S 6°41'51" EN 81°08'40" W172.73'72.00'132.31'70.35'67.34'N 76°04'00" ES 0°33'33" E47.10'N 81°08'40" W184.19'N 7°06'22" E TIE LINE PROPERTY LINE 185'±ALONG HUDSON RIVERSHORE LINEHUDSON RIVER
BIG BAY ROADOVERHEAD WIREPOLE NM 25POLE NM 26OVERHEAD WIRELANDS NF-AMES W PARRISHLOIS - PARRISHBOOK 6 PAGE 101TA; ID 316511LANDS NF-AMES - VAN DE WALKATHERINE P VAN DE WALBOOK 366 PAGE 2 TA; ID 316515LANDS NFTHOMAS G PORTUESEBETH G PORTUESEBOOK 5306 PAGE 2 TA; ID 316 122MAP NOTE:TAX MAP #316.9-1-2 ANDTAX MAP #316.9-1-4 WASABSORBED BY TAX MAP#316.9-1-3 AND MADE ASONE LOT.(DEED b.5841 p.117)50' SETBACK25' SETBACK100' SETBACK25' SETBACK327327326
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324319321322 317318319320321322323NEW DRIVEWAYEX. DRIVEWAYTO BE IMPROVEDPROP. 1500 GAL.SEPTIC TANKOLD TAX ID.#316.9-1-3LIMITS OFDISTURBANCE=26,700 SFLIMITS OFDISTURBANCE= 26,200 SF318320325 PROP. 6 - 60 LFABSORPTIONTRENCHESPROP. D - BOXWVSTEX. WOODEN STAIRSTO BE REPAIREDNEW PATIO20' X 40'NATURAL ROCKSTEPPED SLOPESFSFSFSFSF SF SF SF SF SF SF SF SF SF SF
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SF SF SFPROP. SLOPED ROCK GARDENW/SHORELINEBUFFER PLANTINGSPROP. INFILTRATION TRENCH2 FT (W) X 2 FT (D) X 112 LF323324
6 ' PRIVACY FENCETP-1WWWWWWWWW12" DIA. CULVERT INLETPIPE TO BE EXTENDEDPROP. INFILTRATION TRENCH2' (W) X 2' (D) X 185 LFSTONE SLOPEPROTECTIONLANDSCAPED WALKWAY10 FT LONG BY 5 FT WIDE BY 3 FT DEEPSTONE INFILTRATION TRENCH WITH1 SC-310 STORMTECH INFILTRATORCONNECTED TO FRONT ROOF GUTTEROLD TAX ID.#316.9-1-410 FT LONG BY 5 FT WIDE BY 3 FT DEEPSTONE INFILTRATION TRENCH WITH1 SC-310 STORMTECH INFILTRATORCONNECTED TO FRONT ROOF GUTTER30' SETBACK10 FT LONG BY 5 FT WIDE BY 3 FT DEEPSTONE INFILTRATION TRENCH WITH1 SC-310 STORMTECH INFILTRATORCONNECTED TO FRONT ROOF GUTTER35 FT SHORELINE BUFFERTO REMAIN UNDISTURBEDNO WELL OBSERVEDMUNICIPAL WATER SUPPLYNO WELL OBSERVEDMUNICIPAL WATER SUPPLYNO WELL OBSERVEDSITE PLAN & DETAILSprepared for:Thomas & Beth Portuese28 Lansburg LaneTown of Queensbury, County of Warren, State of New YorkSITE SOILS DATATEST PITTP-1TEST PITPT-1291367-01-S1LOCATION MAPSITE LOCATIONGRAPHIC SCALESITE PLANTAX MAP # 316.9-1-3 & 27.2Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigSafely.New YorkMAP REFERENCE:Hutchins Engineering PLLCWASTEWATER SYSTEM SETBACK REQUIREMENTSSITE DEVELOPMENT DATA PARCEL316.9-1-3SITE AREA:0.75-AC (32,670 SF)EXISTINGIMPERVIOUSCOVERAGECHANGE INIMPERVIOUSCOVERAGEPROPOSEDIMPERVIOUSCOVERAGEBUILDING & PORCHES684 SF2593 SF3277 SFDRIVEWAY2948 SF629 SF3577 SFSHED110 SF0 SF110 SFPATIO, STAIRS, SIDEWALK595 SF618 SF1213 SFTOTAL IMPERVIOUS4337 SF3840 SF8177 SFPERCENT IMPERVIOUS13.3 %11.7 %25.0 %PERMEABILITY86.7 %(11.7 %)75.0 %FLOOR AREA RATIOPARCEL AREA = 32,670 SF22% ALLOWABLE F.A.R.ALLOWABLE FLOOR AREA = 7187.4 SFPROPOSED TOTAL FLOOR AREAFROM ARCHITECT = 5751 SFWASTEWATER SYSTEM DESIGNZONING REQUIREMENTSZONE - WR (WATERFRONT RESIDENTIAL)MINIMUM LOT SIZE - 2-ACREFRONT SETBACK - 30'SIDE SETBACKS - 25' (LOT WIDTH <150')REAR SETBACK - 30'SHORELINE - 50'LOT WIDTH - 150'ROAD FRONTAGE -150'MAXIMUM BUILDING HEIGHT - 28'MINIMUM PERCENT PERMEABLE - 75%SITE SETBACKSREQUIRED FORWR ZONEPROPOSEDFRONT (WEST)SHORELINE50'72.66'REAR (EAST)30'31.00'SIDE (NORTH)25'111.22'SIDE (SOUTH)25'27.11'SITE DEVELOPMENT DATA PARCEL316.9-1-27.2SITE AREA:1.01-AC (43,995.6 SF)EXISTINGIMPERVIOUSCOVERAGECHANGE INIMPERVIOUSCOVERAGEPROPOSEDIMPERVIOUSCOVERAGEBUILDING0 SF0 SF0 SFDRIVEWAY1607 SF393 SF2000 SFTOTAL IMPERVIOUS1607 SF393 SF2000 SFPERCENT IMPERVIOUS3.7 %0.9 %4.6 %PERMEABILITY96.3 %(0.9 %)95.4 %AREA VARIANCE SUMMARY§179-4-050 - ROAD FRONTAGE- REQUIRED - 150 FT EXISTING - 0 FT- 100 % OF RELIEF REQUESTED