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340T.P. #4T.P. #4364365365NORTH
SHT. OFREV.DRAWING TITLECLIENT NAMESCALE:DATE:PROJ. NO:DRAWN BY:ENG. BY:CHK'D BY:REVISIONSREV.DATEDESCRIPTION(518) 761-0417, FAX: (518) 761-0513DRAWING NO.Evergreen Professional Park453 Dixon Road, Suite 7, Bldg. 3Queensbury, New York 12804AS SHWON7/17/202424-386SRAAMDESMICHAEL BERNHOLZ65 RED MAPLE ROADSHOKAN, NY 12481C-10113-BERNHOLZ RESIDENCE55 ASSEMBLY POINT ROADQUEENSBURY, NY 12804EXISTING CONDITIONSSITE PLANEXIST. MINOR CONT.EXIST. MAJOR CONT.PROP. CONTOURPROPERTY LINESILT FENCEUNDERGROUND ELECTRIC LINEOVERHEAD UTILITY WIRESANITARY FORCE MAINUNDERGROUND WATER LINEORDINARY HIGH WATER MARKUNDERGROUND SEWER LINESETBACKFENCE LINEUTILITY POLEEXIST. ASPHALTPROP. ASPHALTLEGENDEXISTING CONDITIONS SITE PLAN1"=20'UNITS: FEET100204060TAX MAP NO. 239.12-2-17BERNHOLZ, MICHAEL0.47 ACRESEXIST. 1,000 GAL. PUMP STATION TOREMAINEXIST. CARPORT AND CARAGE TO BEREMOVEDPROJECTLOCATIONTAX MAP NO. 239.12-2-18SHARKEY, PATRICK0.24 ACRESTAX MAP NO. 239.12-2-16BOSY, WILLIAM0.21 ACRESTAX MAP NO. 239.12-2-16HARTMANN, DAVID0.28 ACRESASSEMBLY
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ROAD ZONING CLASSIFICATION: WATERFRONT RESIDENTIAL (WR)APA LAND CLASSIFICATION: MODERATE INTENSITYPROPOSED USE: SINGLE FAMILY RESIDENCE, SINGLE STRUCTURETAX MAP NO. 239.12-2-17LOT SIZE: 0.46 ACRES (+/- 20,037 SQ. FT.)TOTAL PROPOSED DISTURBED AREA: +/- 12,500 SQ. FT.EXISTING BUILDING AREA: +/- 1,175 SQ. FT.TOTAL OTHER EXISTING IMPERVIOUS AREA: +/- 4,675 SQ. FT.TOTAL RESULTING EXISTING IMPERVIOUS AREA OVER ENTIRE SITE: +/- 5,850 SQ FT. (29.2%)PROPOSED NEW BUILDING AREA: +/- 3,255 SQ. FT.TOTAL OTHER EXISTING IMPERVIOUS AREA TO REMAIN: +/- 1,340 SQ. FT.TOTAL NEW PROPOSED IMPERVIOUS AREA: +/- 2,190 SQ. FT.TOTAL RESULTING PROPOSED IMPERVIOUS AREA OVER ENTIRE SITE: +/- 6,785 SQ FT. (33.9%) LOT SIZE REQUIREMENTSDIMENSION REQUIRED EXISTINGLOT SIZE (MIN.) 2.0 ACRES 0.46 ACRESLOT WIDTH 150 FT. 100.69 FT.ROAD FRONTAGE 150 FT. 91.09 FT.WATER FRONTAGE 150 FT. 100.69 FT.AREA FOR CLUSTERING 4 ACRES 0.46 ACRES SETBACK REQUIREMENTSDIMENSION REQUIRED EXISTING PROPOSEDFRONT [EAST] 30 FT. 101.8 FT. ±67.2 FT.SIDE [NORTH] 20 FT. 53.3 FT. ±28.6 FT.SHORELINE [WEST] 50 FT. 48.9 FT. 50.0 FT.HEIGHT (MAX.) 28 FT. ±22 FT. 28.0 FT.ZONING/SITE INFORMATIONEXIST. 1,250 GAL. SEPTIC TANK TOREMAINEXIST. 4" PVC BLDG. SEWER TO BEREPLACEDAPPROX. LOCATION EXIST. 2" HDPEFORCE MAIN TO REMAINEXIST. FOUR BEDROOMSINGLE FAMILY RESIDENCETO BE REPLACEDEXIST. STEPSEXIST.PATIOEXIST. FENCE AND TRELLIS TO BEREMOVEDEXIST. DISTRIBUTION BOX TO REMAINEXIST. SHALLOW ELJEN ABSORPTIONFIELD TO REMAINEXIST. 100% REPLACEMENT AREAEXIST. STONE / MASONRY WALL TO BEREMOVEDEXIST. CONC. WALK TO BE REMOVEDBENCHMARK: DOCK SPIKE IN UTILITYPOLE.EL. = 342.20'EXIST. STAIRS AND LANDSCAPING TOBE REMOVEDDOCKDOCKROOFCON
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.EXIST. SHED TO REMAINAPPROX. LOCATION EXIST. ELECTRICLINEPROP. SILT FENCE. SEE DETIAL,SHEET C-102.EXIST. SHED TO BE REMOVED1.BASE MAPPING DEVELOPED FROM "MAP OF A BOUNDARY AND TOPOGRAPHIC SURVEY LANDS NOWOR FORMERLY OF MICHAEL & MARY JANE BERNHOLTZ" IN THE TOWN OF QUEENSBURY, WARRENCOUNTY, NEW YORK BY DARRAH LAND SURVEYORS, PLLC DATED 05/06/2024.2.REFER TO ORIGINAL SURVEY FOR ADDITIONAL NOTES.3.THIS SHALL NOT BE USED AS A BOUNDARY SURVEY OR CERTIFIED SURVEY OF THE PROPERTY.SURVEY NOTESEARTHWORK NOTES 1.EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF PLUS/MINUS 1".2.SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS SECTION 304, TYPE 2 AND SHALL CONFORM TO MIN 95% MODIFIEDPROCTOR DENSITY. BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL.3.EMBANKMENT FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT SPEC. SECTION 203.MAXIMUM ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE 12 INCH AND SHALL BECOMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THESTANDARD PROCTOR COMPACTION TEST PER ASTM D698.4.MATERIAL STOCKPILES, IF REQUIRED, SHALL BE LOCATED WHOLLY WITHIN THE WORK AREA.ADDITIONAL SILT FENCES SHALL BE PROVIDED AT THE BASE OF ALL STOCKPILES AS DIRECTED IN THEFIELD BY THE ENGINEER.5.ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRAWINGS AREDIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A STABLE EXCAVATION SLOPE. THECONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY AND STABILITY OF ALL EXCAVATIONSLOPES, SHEETING, SHORING, TRENCH BOXES, AND ANY OTHER MEANS REQUIRED FOR A SAFE WORKENVIRONMENT AND FOR PROTECTION OF ADJACENT ROADWAYS AND OTHER STRUCTURES. ALLEXCAVATION WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING REGULATORYAGENCIES:-SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK DEPARTMENT OF LABOR INDUSTRIALCODE RULE 23.-SUBPART P, "EXCAVATIONS" OF THE UNITED STATES DEPARTMENT OF LABOR OSHAREGULATIONS FOR CONSTRUCTION.-ALL OTHER MUNICIPAL, COUNTY, STATE OR FEDERAL AGENCIES, REGULATIONS OR LAWSPERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK SITE.THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY. THESE PROVISIONSSHALL BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL BE INCREASED IF NECESSARY TOPROVIDE SAFE WORKING CONDITIONS.6.CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS SECTION 703-02, SIZE DESIGNATION 2.7.GEOTEXTILE FABRIC SHALL COMPLY WITH NYSDOT STANDARD SPEC. SECTION 737-01. ALL FABRICSHALL APPEAR ON THE NYSDOT LIST OF APPROVED MATERIALS FOR THE USAGE INDICATED.8.ALL NEW GRADES SHALL BE BLENDED SMOOTHLY WITH EXISTING GRADES TO PROVIDE A SMOOTHTRANSITION BETWEEN NEW GRADING AND EXISTING SURFACES TO REMAIN.9.ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BECOVERED WITH 3" OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GROWTH OF TURF.10.SITE FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT SPEC. SECTION 304, TYPE 4.MAXIMUM ALLOWABLE LOOSE LIFTS SHALL BE 12 INCH AND SHALL BE COMPACTED TO NOT LESS THAN90% OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE STANDARD PROCTOR COMPACTIONTEST PER ASTM D698.11.ALL SILT SOCKS SHALL BE INSTALLED PRIOR TO DISTURBANCE OF EXISTING SITE FINISHES AND SHALLREMAIN IN PLACE UNTIL A STABLE GROWTH OF TURF IS ESTABLISHED.12.CONTRACTOR SHALL HAUL ALL EXCAVATED MATERIAL, STUMPS AND ROCKS OFF THE PROJECT SITEAND SHALL DISPOSE OF SUCH WASTE IN A LEGAL MANNER.EROSION AND SEDIMENT CONTROL NOTES1.THE CONTRACTOR SHALL FOLLOW ALL EROSION AND SEDIMENT CONTROL MEASURES CONTAINED INTHESE PLANS AND THE STORMWATER CONTROL REPORT AND SHALL PREVENT THE DISCHARGE OFSEDIMENT FROM THE SITE.2.ALL SILT FENCES AND THE STABILIZED CONSTRUCTION ENTRANCE, IF INDICATED, SHALL BE IN PLACEAT LOCATIONS INDICATED IN ACCORDANCE WITH THE DETAILS BEFORE COMMENCEMENT OF ANYDISTURBANCE OF EXISTING GROUND SURFACE.3.ALL FINAL EXPOSED CUT AND FILL EARTHWORK SURFACES SHALL BE COVERED WITH MIN. 4" OFTOPSOIL, HYDROSEED PER SPECIFICATION, UNLESS NOTED TO BE COVERED BY PAVEMENT, ORSTRUCTURES.4.ALL DISTURBED EARTH SURFACES SHALL BE PROVIDED A SECURE PROTECTIVE COVER WITHIN 24HOURS. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE NATURAL MULCH A DEPTH OF TWO INCHES,ROCK RIPRAP, NONDEGRADABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS, ANDIMPERVIOUS SURFACES. ALL AREAS UNWORKED FOR MORE THAN 10 DAYS MUST BE SEEDED WITHANNUAL RYE GRASS AND PROTECTED WITH STRAW MULCH.5.AFTER EVERY STORM EVENT IN EXCESS OF 1/2" RAINFALL, INSPECT ALL SILT FENCES. REMOVEACCUMULATED MATERIAL, FILL ERODED AREAS AND RESET SILT FENCES.6.ENCLOSE ALL STOCKPILES WITH SILT FENCE.7.EROSION CONTROL MEASURES SHALL CONFORM WITH THE REQUIREMENTS OF NEW YORK STATESTANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.8.THE CONTRACTOR SHALL PROVIDE A DUMPSTER ON-SITE FOR DISPOSAL OF DEBRIS, GARBAGE ANDLITTER.9.THE CONTRACTOR SHALL PROVIDE AN APPROVED SECONDARY CONTAINMENT SYSTEM FOR ALLFUEL AND PETROLEUM PRODUCTS TEMPORARILY STORED ON THE SITE.10.ALL SILT FENCES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF EXISTING SITE FINISHES ANDSHALL REMAIN IN PLACE UNTIL A STABLE GROWTH OF TURF IS ESTABLISHED.11.STAGE CONSTRUCTION TO MINIMIZE THE SIZE OF DISTURBED AREAS. ONLY THOSE AREAS WHERECONSTRUCTION IS ACTIVELY OCCURRING SHALL REMAIN OPEN AND UNVEGETATED. ALL AREAS THATARE NOT WITHIN AN ACTIVE CONSTRUCTION AREA SHALL BE MULCHED AND STABILIZED OR SHALL BEMULCHED AND REVEGETATED.12.ANY AREAS CLEARED OF NATURAL VEGETATION SHALL BE REVEGETATED WITHIN 10 DAYS OFSUBSTANTIAL COMPLETION OF CLEARING AND CONSTRUCTION.13.INFILTRATION PRACTICES SHALL NOT BE USED AS A SEDIMENT CONTROL DEVICE DURING SITECONSTRUCTION PHASE. TO DIVERT WATER AROUND THE PERIMETER OF THE INFILTRATIONPRACTICES, DIVERSION BERMS SHALL BE USED, ALONG WITH IMMEDIATE VEGETATIVE STABILIZATIONAND/OR MULCHING.14.GROUND CLEARING OR GRADING ACTIVITIES OCCURRING BETWEEN THE PERIOD OF OCTOBER 15 TOAPRIL 15 SHALL INCORPORATE ADDITIONAL MEASURES DURING RE-VEGETATION, INCLUDING THEUSE OF SCREEN MESH, NETTING, AN ADDITIONAL 2-INCHES OF MULCH, SILTATION FENCES, AND/ORSILT SOCKS.1.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTS AND VERIFYGRADES AND ELEVATIONS. AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEENGINEER.2.CONTRACTOR SHALL STRIP ALL TOPSOIL IN AREAS TO BE RE-GRADED AND STOCKPILED FOR LATERUSE.3.THE EXACT LOCATIONS OF ALL UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD.THE CONTRACTOR SHALL CONDUCT OPERATIONS AND TAKE THE NECESSARY PRECAUTIONS SUCHTHAT INTERFERENCE WITH OR DAMAGE TO EXISTING UTILITIES IS PREVENTED. THE CONTRACTORSHALL COORDINATE WITH "DIG-SAFE" TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TOCOMMENCING EXCAVATION WORK. IF THE CONTRACTOR DAMAGES AN EXISTING UTILITY, HE SHALLCOMMENCE WORK 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 ASSOCIATED CONDITIONS.5.CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND MAINTENANCE OF SURFACE DRAINAGEDURING THE DURATION OF THE WORK.6.CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL ANDSAFETY MEASURES DURING CONSTRUCTION.7.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR SERVICE CONNECTIONSREQUIRED TO THE PROPOSED BUILDING.8.PROJECT CONSTRUCTION SEQUENCE-INSTALL ALL EROSION CONTROL MEASURES INCLUDING SILT FENCE AND/OR COMPOST SILT SOCK,STABILIZED CONSTRUCTION ENTRANCE, CHECK DAMS, DIVERSION BERMS, AND CATCH BASININLET PROTECTION AS SHOWN ON PLANS.-STORMWATER SHALL BE TEMPORARILY MANAGED DURING CONSTRUCTION IN ACCORDANCE WITHTHE EROSION AND SEDIMENT CONTROL NOTES (THIS SHEET).-AREAS THAT ARE PROPOSED FOR PERMANENT INFILTRATION STORMWATER CONTROL PRACTICESSHALL BE PROTECTED DURING CONSTRUCTION. STORMWATER SHALL BE DIVERTED FROM THESEAREAS IN ACCORDANCE TO EROSION AND SEDIMENT CONTROL NOTE # 13 (THIS SHEET).-INSPECT EROSION AND SEDIMENT CONTROL MEASURES ROUTINELY AND AFTER STORM EVENTS.-COMPLETE ROUGH GRADING OF THE SITE AND CONSTRUCTION OF THE BUILDING FOUNDATION,HOUSE, AND INSTALLATION OF UTILITIES.-COMPLETE FINAL SITE GRADING, GRAVEL OR ASPHALT PAVING, SMPs, WASTEWATER DISPOSALSYSTEM, AND TOPSOIL, SEED, AND MULCH.-REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS AFTER THE VEGETATION HASESTABLISHED AND THE SITE IS STABILIZED.-REMOVE SEDIMENT FROM SEDIMENT TRAPS AND DETENTION AREAS AND FINALIZE GRADING OFTHESE PRACTICES AFTER UPLAND AREAS HAVE STABILIZED.GENERAL NOTESPRESUMED LOCATION EXIST. WATERLINE TO REMAIN.STORMWATER SYSTEM NOTES 1.MAXIMUM DISTURBED SITE AREA FOR THIS PROJECT, WITHIN THE CONSTRUCTION LIMITS, ±12,500 SF.THE PROJECT IS THEREFORE A "MINOR PROJECT" FOR STORMWATER DESIGN IN ACCORDANCE WITHTOWN OF QUEENSBURY STORMWATER MANAGEMENT (CHAPTER 147) & THE LAKE GEORGE PARKCOMMISSION RULES.2.STORMWATER SYSTEM SIZING REQUIREMENTS:-IMPERVIOUS AREA OF EXIST. SITE: ±7,160 SQ.FT.-IMPERVIOUS AREA OF PROP. SITE: ±7,900 SQ.FT.-NET NEW IMPERVIOUS AREA: ±740 SQ.FT.REQUIRED TREATMENT VOLUME FOR NEW IMPERVIOUS:740 SQ.FT. x 1.5 GAL/SQ.FT. = 1,110 GAL1,110 GAL / 7.48 CU.FT./GAL = 149 CU.FT.TREATMENT VOLUME PROVIDED:-VOLUME PROVIDED IN BASIN BY DRIVEWAY = 136 CU. FT.-VOLUME PROVIDED IN BASIN BY LAKE (NORTH) = 39 CU. FT.-VOLUME PROVIDED IN BASIN BY LAKE (SOUTH) = 39 CU. FT.TOTAL VOLUME TREATED = 214 CU. FT.3.RAIN GARDEN PLANTING PLAN:·BANK AND SURROUNDING AREA: VERMONT WET MEADOW AND DETENTION BASIN SEED MIX OREQUAL. SPECIES COMPOSITION: SWITCHGRASS (PANICUM VIRGATUM), VIRGINIA WILD RYE (ELYMUSVIRGINICUS), RED FESCUE (FESTUCA RUBRA), FOX SEDGE (CAREX VULPINOIDEA), WOOLGRASS(SCIRPUS CYPERINUS), GREEN BULRUSH (SCIRPUS ATROVIRENS), NODDING BUR-MARIGOLD (BIDENSCERNUA), BONESET (EUPATORIUM PERFOLIATUM), JOE-PYE WEED (EUPATORIADELPHUSMACULATUS), SOFT RUSH (JUNCUS EFFUSUS), SENSITIVE FERN (ONOCLEA SENSIBILIS), BLUEVERVAIN (VERBENA HASTATA), NEW ENGLAND ASTER (SYMPHYOTRICHUM NOVA-ANGLIAEA).APPLICATION RATE: 35 LBS/ACRE.BOTTOM OF RAIN GARDEN BASIN: SHRUBS AND HERBACEOUS PLANTS SHALL BE PLANTED IN THEBOTTOM OF THE BASIN. A LIST OF SUGGESTED PLANT SELECTIONS IS PROVIDED IN THE TABLEBELOW. PLANTS SHALL BE CONTAINER-GROWN WITH A WELL-ESTABLISED ROOT SYSTEM, SPACEDONE-FOOT ON CENTER.4.RAIN GARDEN MAINTENANCE: PERIODICALLY MAINTAIN THE RAIN GARDEN IN ACCORDANCE WITH THEFOLLOWING:-REMOVE ANY ACCUMULATED SEDIMENT, TRASH, AND DEBRIS-REMOVE DEAD VEGETATION AND WEEDS.-REPAIR INLET EROSION / DAMAGE-LOOSEN, AERATE, OR REPLACE SOIL MEDIA IN THE RAIN GARDEN IF IT DOES NOT INFILTRATEWITHIN 48 HOURS.5.ACCORDING TO ASBUILT WASTEWATER SYSTEM DRAWINGS ON RECORD WITH THE TOWN OFQUEENSBURY (ENVIRONMENTAL DESIGN PARTNERS, LLC, JUNE 25, 2010), A TEST PIT (T.P. #4) LOCATEDBETWEEN THE EXISTING HOUSE AND DRIVEWAY EXHIBITS LOAMY FINE SAND SOILS WITH NOGROUNDWATER OR BEDROCK ENCOUNTERED TO 62", SRA DID NOT WITNESS TEST PITS.SHRUBSHERBACEOUS PLANTSWITCH HAZEL (HAMEMELIS VIRGINIANA)CINNAMON FERN (OSMUNDA CINNAMOMEA)WINTERBERY (LIEX VERTICAILLATE)CUTLEAF CONEFLOWER (RUDBECKIA LACINIATA)ARROWWOOD (VIBURNUM DENTATUM)WOOLGRASS (SCIRPUS CYPERINUS)BROOK-SIDE ALDER (ALNUS SERRULATE)NEW ENGLAND ASTER (ASTER NOVAE-ANGLIAE)RED-OSIER DOGWOOD (CORNUS STOLONIFERA)FOX SEDGE (CAREX VULPINOIDEA)SWEET PEPPERBUSH (CLETHRA ALNIFOLIA)SPOTTED JOE-PYE WEED (EUPATORIUMMACULATUM)SWITCH GRASS (PANICUM VIRGATUM)GREAT BLUE LOBELIA (LOBELIA SIPHATICA)WILD BERGAMOT (MONARDA FISTULOSA)RED MILKWEED (ASCLEPIAS INCARNATE)AREA VARIANCE TABLEITEMORDINANCEDESCRIPTIONREQUIREDEXISTINGPROPOSEDRELIEF1- QUEENSBURY PART II: GENERALLEGISLATION, CHAPTER: 179 ZONINGSIDE SETBACK (SOUTH)20 FT.10.8 FT.10.8 FT.9.2 FT.2- QUEENSBURY PART II: GENERALLEGISLATION, CHAPTER: 179 ZONINGPERMEABILITY75%70.8%66.1%8.9%3- QUEENSBURY PART II: GENERALLEGISLATION, CHAPTER: 179 ZONINGFLOOR AREA RATIO22%11.7%27.4%5.4%EXIST. PLANTING AREA TO REMAIN
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SHT. OFREV.DRAWING TITLECLIENT NAMESCALE:DATE:PROJ. NO:DRAWN BY:ENG. BY:CHK'D BY:REVISIONSREV.DATEDESCRIPTION(518) 761-0417, FAX: (518) 761-0513DRAWING NO.Evergreen Professional Park453 Dixon Road, Suite 7, Bldg. 3Queensbury, New York 12804AS SHWON7/17/202424-386SRAAMDESMICHAEL BERNHOLZ65 RED MAPLE ROADSHOKAN, NY 12481C-10223-BERNHOLZ RESIDENCE55 ASSEMBLY POINT ROADQUEENSBURY, NY 12804PROPOSED CONDITIONSSITE PLANLEGENDPROPOSED CONDITIONS SITE PLAN1"=10'UNITS: FEET50102030TAX MAP NO. 239.12-2-17BERNHOLZ, MICHAEL0.47 ACRESTAX MAP NO. 239.12-2-18SHARKEY, PATRICK0.24 ACRESTAX MAP NO. 239.12-2-16BOSY, WILLIAM0.21 ACRESTAX MAP NO. 239.12-2-16HARTMANN, DAVID0.28 ACRESASSEMBLY
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DECK EXIST.PATIODOCKDOCKROOFCONC.EXIST. MINOR CONT.EXIST. MAJOR CONT.PROP. CONTOURPROPERTY LINESILT FENCEUNDERGROUND ELECTRIC LINEOVERHEAD UTILITY WIRESANITARY FORCE MAINUNDERGROUND WATER LINEORDINARY HIGH WATER MARKUNDERGROUND SEWER LINESETBACKFENCE LINEUTILITY POLEEXIST. ASPHALTPROP. ASPHALTPROP. LIMIT OF DISTURBANCE±12,500 SFPROP. EDGE OF ASPHALT DRIVEWAY.SEE DETAIL, THIS SHEET.±2,100 SFPROP.SEGMENTED BLOCK RETAININGWALL BY OTHERS. (TYP.)PROP. 4"Ø SOLVENT WELDED PVC W/MIN. SLOPE OF 14"/FT. FROM BUILDINGTO EXIST. SEPTIC TANK.APPROX. LOCATION PROP. ELECTRICLINEAPPROX. LOCATION WATER LINERAIN GARDEN.T/BERM EL. 340.00'B/BASIN EL. 339.00'SEE DETAIL, SHEET C-501.13' x 6.5' RAIN GARDEN.T/BERM EL. 330.00'B/BASIN EL. 329.00'SEE DETAIL, SHEET C-501.13' x 6.5' RAIN GARDEN.T/BERM EL. 330.00'B/BASIN EL. 329.00'SEE DETAIL, SHEET C-501.APPROX. LOCATION T.P. #4 ONRECORDED SEPTIC PLANSROOF DOWNSPOUTS AND AIR GAPS (TYP.).SEE DETAIL, SHEET C-501.
9"x9"FINISHED GRADE.PLASTIC CATCH BASIN.NATIVE UNDISTURBEDSOIL/BEDROCK.PLASTIC GRATECOVER.METAL GUTTERDOWNSPOUT.RIM EL. MATCHEXIST. GRADE6"Ø PVC OUTLET PIPE.N.T.S.DOWN SPOUT AIR GAP DETAIL1"MIN.COMPACTED #2 CRUSHEDSTONE BACKFILL.6"
MIN.CONCRETE WASHOUT AREAN.T.S.SIGN IDENTIFYING SITE AS ACONCRETE WASHOUT AREA.NOTES:1.ALL CONCRETE WASH FACILITIES SHALL BE INSPECTED DAILY.DAMAGED OR LEAKING FACILITIES SHALL BE REPAIRED ORREPLACED IMMEDIATELY.2.ACCUMULATED HARDENED MATERIAL SHALL BE REMOVEDWHEN 75% OF THE STORAGE CAPACITY OF THE STRUCTUREIS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTOA CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFFSITE.3.DISPOSE OF HARDENED MATERIAL OFF-SITE IN ACONSTRUCTION/DEMOLITION LANDFILL OR ON-SITE IFINDICATED IN THE APPROVED SWPPP.4.THE PLASTIC LINER SHALL BE REPLACED WITH EACHCLEANING OF THE WASHOUT FACILITY.5.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTORSHALL CLEAN OUT AND FILL IN THE WASHOUT AREA TO THEADJACENT GRADE LEVEL.SILT FENCE.SECITON A-AROADWAY.PLASTIC SHEATHING WITH AMIN. THICKNESS OF 10 MILS.WITH NO HOLES AND TEARS.ANCHOR BEYOND TOP OF PITWITH AN EARTHEN BERM, SANDBAGS, STONE, OR OTHERSTRUCTURAL APPURTANCES.12" NO.1 CRUSHED STONEFROM PAVED ROAD TOWASHOUT AREA.CONCRETE WASHOUT AREA8'-0"x8'-0"x2'-0" DEEP ± MIN. IFEXCAVATED, SIDE SLOPESSHALL BE 2H TO 1V.ROADWAY.10' WIDE CRUSHED STONEENTRANCE FROM PAVED ROADTO WASHOUT AREA.CONCRETE WASHOUT AREA8'-0"x8'-0"x2'-0"± DEEP MIN.SILT FENCE.EMBED FILTERCLOTH MIN. 6"INTO GROUND.1. FILTER CLOTH TO BE FASTENED SECURELY TO POSTS WITH STAPLES OR TIES AT 6" MAX. SPACING.2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED.3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.UNDISTURBEDSOIL.FLOW2"x2" FENCE POST.10'-0" MAX. C-C.1'-4"
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MIN.SILT FENCE DETAILNOTESSECTIONELEVATIONN.T.S.N.T.S.TYPICAL ASPHALT PAVEMENT SECTIONNYSDOT ITEM NO. 402.098104 ASPHALTCONCRETE 9.5 F1, 80 SERIES TOP COURSE,1 1/2" THICK.NYSDOT ITEM NO. 402.198904 ASPHALTCONCRETE 19 F9, 80 SERIES BINDER COURSE,2 1/2" THICK.NYSDOT ITEM NO. 304.14 SUBBASE COURSETYPE 2, COMPACTED TO 95% MODIFIEDPROCTOR DENSITY, 8" THICK.COMPACTED SUBGRADE.MULCH W/LEAF COMPOSTOR SHREDDED WOOD.AVOID WOOD CHIPS.MAX. PONDED WATERDEPTH = 6"3112" TO 18" SOIL MEDIA COMPOSED OF 50-70% SAND,50-30% TOPSOIL & 5% ORGANIC MATERIAL. MEDIASHALL BE FREE OF STONES, ROOTS, WOODY DEBRISAND ANIMAL WASTE.SHRUBS & HERBACEOUS PLANTS PERNYSDEC STORMWATER DESIGNMANUAL TABLE 5.11.6" TO 12"WASHED STONE.SUBSOILN.T.S.TYPICAL RAIN GARDEN DETAILSHT. OFREV.DRAWING TITLECLIENT NAMESCALE:DATE:PROJ. NO:DRAWN BY:ENG. BY:CHK'D BY:REVISIONSREV.DATEDESCRIPTION(518) 761-0417, FAX: (518) 761-0513DRAWING NO.Evergreen Professional Park453 Dixon Road, Suite 7, Bldg. 3Queensbury, New York 12804AS SHWON7/17/202424-386SRAAMDESMICHAEL BERNHOLZ65 RED MAPLE ROADSHOKAN, NY 12481C-50133-BERNHOLZ RESIDENCE55 ASSEMBLY POINT ROADQUEENSBURY, NY 12804DETAILS