Site Plan394 390 38638839039238065.7'62.9'5
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3782.9'14.2'83.4'FFE=383.50EXISTING ROCKYSLOPE >15%, NOTTO BE DISTURBEDNEW REPLACEMENTGARAGE STRUCTUREFOR STORAGEREMOVE EXISTINGSTRUCTUREFILL ANY REMAINING PITWITH GRANULAR FILL.INSTALL SILT SOCKSPER DETAIL THISSHEET.EXISTING CONCRETEAPRON TO BE REMOVEDOUTLINE OFNEW GARAGE(~1,650 SF)NEW 36 IN WIDE CRUSHEDSTONE EAVE TRENCH,SEE DETAIL THIS SHEET.LIMIT OF CLEARINGAND LAND DISTURNANCE(~1,400 SF)38412"MIN.UNDISTURBED AREADISTURBED AREABLOWN/PLACEDFILTER MEDIA.COMPOST FILTERSOCK. SEE PLANFOR NOMINAL SOCKDIAMETER.2"x2" WOODENSTAKES PLACED 10"O.C.SECTION VIEWDISTURBEDAREAFLOW
FLOW173017281726UNDISTURBEDAREAPLAN VIEWEXISTING CONTOURS.2"x2" WOODEN STAKESPLACES 10" O.C.COMPOST FILTER SOCK.N.T.S.SILT SOCK DETAIL(518) 761-0417, Fax: (518) 761-0513Evergreen Professional Park453 Dixon Road, Suite 7, Bldg. 3Queensbury, New York 12804AS SHOWN5/4/202121-783SRADMES15A1 inch = 20 ft.( IN FEET )GRAPHIC SCALEA5/6/21FOR PRE-APPLICATIONREVIEW1.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTSAND VERIFY GRADES AND ELEVATIONS. AND DISCREPANCIES SHALL BE BROUGHT TOTHE ATTENTION OF THE ENGINEER.2.CONTRACTOR SHALL STRIP ALL TOPSOIL IN AREAS TO BE RE-GRADED AND STOCKPILEDFOR LATER USE.3.THE EXACT LOCATIONS OF ALL UTILITIES SHALL BE DETERMINED BY THE CONTRACTORIN THE FIELD. THE CONTRACTOR SHALL CONDUCT OPERATIONS AND TAKE THENECESSARY PRECAUTIONS SUCH THAT INTERFERENCE WITH OR DAMAGE TO EXISTINGUTILITIES IS PREVENTED. THE CONTRACTOR SHALL COORDINATE WITH "DIG-SAFE" TOHAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO COMMENCING EXCAVATIONWORK. IF THE CONTRACTOR DAMAGES AN EXISTING UTILITY, HE SHALL COMMENCEWORK TO REPAIR THAT SERVICE IMMEDIATELY AND ALL COSTS ASSOCIATED WITH SUCHREPAIR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.4.THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS AND ASSOCIATEDCONDITIONS.5.CONTRACTOR SHALL BE RESPONSIBLE FOR DE-WATERING AND MAINTENANCE OFSURFACE DRAINAGE DURING THE DURATION OF THE WORK.6.CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFICCONTROL AND SAFETY MEASURES DURING CONSTRUCTION.7.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR SERVICECONNECTIONS REQUIRED TO THE PROPOSED BUILDING.GENERAL NOTES1.ALL SILT SOCKS AND THE STABILIZED CONSTRUCTION ENTRANCE SHALL BEIN PLACE AT LOCATIONS INDICATED IN ACCORDANCE WITH THE DETAILSBEFORE COMMENCEMENT OF ANY DISTURBANCE OF EXISTING GROUNDSURFACE.2.ALL FINAL EXPOSED CUT AND FILL EARTHWORK SURFACES SHALL BECOVERED WITH MIN. 4" OF TOPSOIL, HYDRO-SEED PER SPECIFICATION,UNLESS NOTED TO BE COVERED BY PAVEMENT, OR STRUCTURES.3.ALL AREAS UNWORKED FOR MORE THAN 14 DAYS MUST BE SEEDED WITHANNUAL RYE GRASS AND PROTECTED WITH STRAW MULCH.4.AFTER EVERY STORM EVENT IN EXCESS OF 1/2" RAINFALL, INSPECT ALL SILTFENCES. REMOVE ACCUMULATED MATERIAL, FILL ERODED AREAS ANDRESET SILT FENCES.5.ENCLOSE ALL STOCKPILES WITH SILT FENCE.6.EROSION CONTROL MEASURES SHALL CONFORM WITH THE REQUIREMENTSOF NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION ANDSEDIMENT CONTROL.7.THE CONTRACTOR SHALL PROVIDE A DUMPSTER ON-SITE FOR DISPOSAL OFDEBRIS, GARBAGE AND LITTER.8.SILT FENCES AND SILT SOCKS SHALL REMAIN IN PLACE UNTIL A STABLEGROWTH OF TURF IS PRESENT AT ALL DISTURBED AREAS.9.THE CONTRACTOR SHALL PROVIDE AN APPROVED SECONDARYCONTAINMENT SYSTEM FOR ALL FUEL AND PETROLEUM PRODUCTSTEMPORARILY STORED ON THE SITE.EROSION CONTROL NOTES1.FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO REMOVAL WORK.2.CLEARLY MARK ALL EXISTING ELECTRIC, WATER, DRAINAGE, ETC. LINES TO REMAINPRIOR TO REMOVAL WORK AND OR EXCAVATION.3.SAW-CUT ALL AREAS OF EXISTING PAVEMENT OR CONCRETE WALKS TO BE REMOVED.PROVIDE A CLEAN CUT EDGE FOR ADJOINING WITH ADJACENT NEW CONSTRUCTION.4.ANY ITEMS TO BE REMOVED AND RELOCATED ARE TO BE HANDLED WITH CARE,PROTECTED, AND STORED AS PERTHE DIRECTION OF THE OWNER.5.ALL MATERIALS AND DEBRIS TO BE REMOVED SHALL BE DISPOSED OF IN ACCORDANCEWITH ALL APPLICABLE STATE AND LOCAL REGULATIONS.6.EXISTING STRUCTURES TO BE REMOVED BY OTHERS.SITE REMOVAL NOTESZONING CLASSIFICATION: RR-5ATAX MAP NO. 239.19-1-17LOT SIZE: 2.08 ACRESDISTURBED AREA: 3,050 SQ. FT.BUILDING AREA: 1,650 SQ. FT. SETBACK REQUIREMENTSDIMENSION REQUIRED EXISTING PROPOSEDFRONT 100 FT. 226.9 FT. 221 FT.SIDE YARD[1] 75 FT. 14.2 FT. 14.2 FT.SIDE YARD [2] 75 FT. 83.4 FT. 83.4 FT.REAR YARD 100 FT. 390.9 FT. 390.9 FT.HEIGHT (MAX) 35 FT. 14.0 FT. ±22.5 FT.PERMEABILITY 75% 88.4% 88.4%SECTIONEAVE TRENCH LOCATIONCRUSHED STONEN.T.S.10020406036"12"