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HomeMy WebLinkAbout20230008 Duplainville Site Plan Plans (2)GGGGSSSSSSSSSSWWWWWEEEEEEEEEx. Major/Index ContourEx. Minor/Interval ContourPr. Major/Index ContourPr. Minor/Interval ContourTreelineSanitary SewerStorm SewerWater MainGasSSSDWGXSF1009910099Property LineSetbackDitch/SwaleRoad/Drive CenterlineFence, ChainlinkSilt FenceWTPTest PitSignHydrantWater ValveUtility PoleLightingStorm Catch Basin/ManholeInlet ProtectionRip-RapLandscapingLEGENDP:\22-024\CAD\SHEETS\22-024 C-500.DWG | 12/28/2022 11:30:22 AM DUPLAINVILLE ROAD WAREHOUSEIndustrial Development Duplainville Road Warehouse | City of Saratoga Springs | Saratoga County | New York StateSITE PLANSDecember 2022ABBREVIATIONS℄CENTERLINE∅DIAMETERA.C.I. AMERICAN CONCRETE INSTITUTEA.S.T.M. AMERICAN SOCIETY OF TESTINGAND MATERIALSA.W.W.A. AMERICAN WATER WORKSASSOCIATIONA.O.B.E. AS ORDERED BY ENGINEERB.C. BOTTOM OF CURBB.M. BENCHMARKBLDG. BUILDINGC.I. CAST IRONC.B. CATCH BASINC.M.P. CORRUGATED METAL PIPEC.O. CLEAN-OUTCONC. CONCRETEDK. DARKD.W.L. DASHED WHITE LINED.Y.L. DOUBLE YELLOW LINEDIA. DIAMETERDWG. DRAWINGEA. EACHE.I.C. ENGINEER-IN-CHARGEELEC. ELECTRICALELEV. ELEVATIONEX. EXISTINGF.F.E. FINISHED FLOOR ELEVATIONFT. FEET (OR FOOT)GALV. GALVANIZEDG.P.D. GALLONS PER DAYG.F.F. GARAGE FINISH FLOORH.C. HANDICAPPEDHDPE. HIGH DENSITY POLYETHYLENEHOR. HORIZONTALHT. HEIGHTINCL. INCLUDE(D, ING)INF. INFILTRATIONI.D. INSIDE DIAMETERJ.B. JUNCTION BOXK.O. KNOCK-OUTL.F. LINEAR FEETLT. LIGHTM. METER(S)MAT. MATERIALMH. MANHOLEMED. MEDIUMMIN. MINIMUMNYSDEC. NEW YORK STATE DEPARTMENT OFENVIRONMENTAL CONSERVATIONNOM. NOMINALN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENO. NUMBERPVMT. PAVEMENTPED. PEDESTRIANPERC. PERCOLATIONP.V.C. POLYVINYL CHLORIDEP.S.I. POUNDS PER SQUARE INCHQTY. QUANTITYR.C.P. REINFORCED CONCRETE PIPER.D. ROOF DRAINREF. REFER TO, REFERENCESAN. SANITARY SEWERST. STORM SEWERS.W.L. SOLID WHITE LINES.Y.L. SOLID YELLOW LINES.D.R. STANDARD DIMENSION RATIOSTA. STATIONSQ. FT. SQUARE FEETSWPPP STORMWATER POLLUTIONPREVENTION PLANT.C. TOP OF CURBT.W. TOP OF WALLTYP. TYPICALV.I.F. VERIFY IN FIELDW.W.F. WELDED WIRE FABRICWT. WEIGHTW/ WITHW/O WITHOUTGENERAL NOTES:1. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALLAPPLICABLE NATIONAL, STATE, AND LOCAL CODES; STANDARDORDINANCES; RULES AND REGULATIONS.2. EXISTING UTILITIES AND STRUCTURES SHOWN HEREIN WEREOBTAINED FROM THE AVAILABLE RECORD DRAWINGS. THELOCATION OF ALL UNDERGROUND UTILITIES AREAPPROXIMATE; THEIR ACTUAL LOCATION SHALL BE VERIFIEDBY THE CONTRACTOR. THE CONTRACTOR SHALL CONTACT DIGSAFELY NEW YORK (UFPO) AND ALL MUNICIPAL AGENCIESHAVING JURISDICTION SEVENTY-TWO (72) HOURS PRIOR TOANY EXCAVATING OR CONSTRUCTION. (1-800-962-7962 OR811).3. CONSTRUCTION OF ALL PROPOSED UTILITIES SHALL BEGIN ATTHEIR POINT OF CONNECTION TO THE EXISTING UTILITY ORAT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES,INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS SHALLBE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION.THE ENGINEER MUST BE NOTIFIED AT LEAST TWENTY-FOUR(24) HOURS IN ADVANCE OF ANY INSTALLATION TO BE ABLETO PROVIDE OBSERVATION AS REQUIRED. THE CONTRACTORSHALL KEEP A COMPLETE AND DETAILED RECORD OF ALLUNDERGROUND UTILITIES INSTALLED AND ENCOUNTERED SOTHE ENGINEER IS ABLE TO USE THE RECORDS FOR THEPREPARATION OF RECORD DRAWINGS AS REQUIRED BY THELOCAL MUNICIPALITY.4. WHEN CROSSING EXISTING UTILITIES WITH PROPOSEDUTILITIES, CONTRACTOR SHALL COORDINATE SUCH CROSSINGSWITH THE RESPECTIVE MUNICIPAL AGENCIES AND UTILITYCOMPANIES HAVING JURISDICTION OVER THE EXISTINGUTILITIES.5. ALL PROPOSED UTILITIES AND APPURTENANCES SHALL BECONSTRUCTED IN COMPLIANCE WITH THE LOCALMUNICIPALITY'S CODES AND REGULATIONS GOVERNING THEINSTALLATION OF SUCH UTILITIES.6. THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORKDONE ON THIS PROJECT AT ANY TIME TO DETERMINE THECONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACTDOCUMENTS, AS INTENDED AND INTERPRETED BY THEENGINEER.7. MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THECONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING,TRIMMING, ETC., SHALL BE PERFORMED AS REQUIRED TOMAKE THE WORK COMPLETE AND FUNCTIONAL.8. ALL DISTURBED, NON-SURFACED, AREAS SHALL RECEIVEFERTILIZER, TOPSOIL, SEED, AND STRAW MULCH, EXCEPTAS OTHERWISE NOTED.9. THE CONTRACTOR SHALL:9.1. VERIFY ALL CONDITIONS IN THE FIELD PRIOR TOCOMMENCEMENT OF WORK AND NOTIFY THEARCHITECT/ENGINEER OF ANY DISCREPANCIES.9.2. EXAMINE THE SITE AND INCLUDE IN THEIR WORK THEEFFECT OF ALL EXISTING CONDITIONS ON THEIR WORK.9.3. PROVIDE AND INSTALL ALL MATERIALS, AND PERFORMALL WORK, IN ACCORDANCE WITH RECOGNIZED GOODSTANDARD PRACTICES.9.4. HOLD THE OWNER HARMLESS AGAINST ANY AND ALLCLAIMS ARISING FROM WORK DONE BY THE CONTRACTORON THE SITE.10. ALL BACKFILL USED IN TRENCHES WITHIN ROADWAY, ACCESSDRIVE, AND PARKING AREAS SHALL BE PLACED IN MAXIMUMSIX (6) INCH LIFTS AND COMPACTED BY MEANS OF AMECHANICAL COMPACTOR BETWEEN LIFTS, UNLESS OTHERWISENOTED.11. WHEN BACKFILLING AROUND PROPOSED OR EXISTINGSTRUCTURES, MATERIAL SHALL BE PLACED IN MAXIMUM SIX(6) INCH LIFTS AND COMPACTED BY MEANS OF A MECHANICALCOMPACTOR BETWEEN LIFTS.12. CONTRACTOR SHALL ADJUST RIM/TOP OF FRAME ELEVATIONSTO PROPOSED FINISHED GRADES FOR ALL UTILITIES LOCATEDWITHIN LIMITS OF PROPOSED WORK.13. NO SUMP PUMP, CELLAR, OR FOOTING DRAINS SHALL BECONNECTED, TEMPORARILY OR PERMANENTLY, TO ANYSANITARY SEWER.14. SEWER/WATER CROSSINGS: UNLESS OTHERWISE NOTED ON THEPLANS, SEWERS SHALL BE LAID AT LEAST TEN FEET (10')HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATERMAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TOPROVIDE A MINIMUM OF EIGHTEEN INCHES (18") BETWEENTHE SEWER AND WATER MAIN CROSSINGS.15. CONTRACTOR SHALL PROTECT ALL SURFACE WATERS FROMSILTATION DURING CONSTRUCTION WITH APPROPRIATEMEASURES INCLUDING, BUT NOT LIMITED TO, APPLYINGTOPSOIL, SEED, AND STRAW MULCH TO DISTURBED AREA ANDINSTALLING SILT FENCING AROUND WORK.PROJECT SITESCALE: 1" = 100'ZONING MAP1" = ±2,000'USGS QUAD.1" = ±2,000'NSITESITEDATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.com08/12/2022AJVAJVAS NOTEDEASEAS1 of 9C-000DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATECOVER & NOTESA 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----Sheet List TableSheet NumberSheet TitleSheet Description1C-000Cover & Notes2V-101Demolition Plan3C-101Site & Utility Plan4C-121Grading, Erosion and Sediment Control5C-161Planting Plan6C-191Lighting Plan7C-501Details (1)8C-502Details (2)9C-503Details (3) AREA OF CLEARING+/- 20.99 ACRESDUPLAINVILLE ROADFREEDOMWAY LIMITS OFCLEARINGELECTRICAL POLE AND LINETO BE RELOCATED BY OTHERSELECTRICAL POLE AND LINETO BE RELOCATED BY OTHERSLIMITS OFCLEARINGTREE REMOVAL TO BECOORDINATED BYRAIL ROAD ENGINEERSAW CUT41.87'66.00'19.68'42.78'EASEMENT TO BE DISSOLVED BY ENDOF NECESSITY,SEE SHEET C-101FOR ADDITIONAL INFORMATION55.4'37.7'64.5'48.0'22.4'31'P:\22-024\CAD\SHEETS\22-024 V-100.DWG | 12/28/2022 11:32:09 AM DEMOLITION NOTES:1. ALL DEMOLITION MATERIALS SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITHTHE REQUIREMENTS OF ALL REGULATORY AGENCIES, INCLUDING: CITY OF SARATOGASPRINGS, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, AND ALL OTHERAGENCIES.2. ALL DEMOLITION MATERIALS SHALL BE DISPOSED OF AT AN APPROVED AND PERMITTEDFACILITY FOR THEIR RESPECTIVE MATERIAL.3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL REQUIREDPERMITS.4. EXISTING UTILITY CONNECTIONS (WATER, SANITARY SEWER, GAS, ELECTRIC, TELEPHONE,CABLE) SHALL BE TERMINATED AT THE SERVICE MAIN IN ACCORDANCE WITH UTILITYCOMPANY REQUIREMENTS. ALL ON-SITE PIPING, WIRING, AND CONDUIT SHALL BE REMOVEDAS INDICATED BY THESE DRAWINGS.5. THE CONTRACTOR IS RESPONSIBLE TO CONTACT AND COORDINATE ALL WORK WITH UTILITYCOMPANIES.6. THE CONTRACTOR IS RESPONSIBLE TO MINIMIZE THE AMOUNT OF DUST AND NOISEPOLLUTION GENERATED DURING DEMOLITION OPERATIONS.7. IF HAZARDOUS WASTE IS ENCOUNTERED DURING DEMOLITION WORK, THE CONTRACTOR SHALLCEASE WORK IMMEDIATELY, CONTACT THE APPROPRIATE REGULATORY AGENCIES, ANDCONTACT THE DESIGN ENGINEER. THE CONTRACTOR SHALL COMPLY WITH ALLJURISDICTIONAL REQUIREMENTS. HAZARDOUS WASTE MUST BE REMOVED BY A PERMITTEDHAZARDOUS WASTE CONTRACTOR TO A PERMITTED HAZARDOUS WASTE SITE.8. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, REMOVAL OF: TREES, VEGETATION,SURFACE PAVEMENTS, AND ALL OTHER STRUCTURES NOT SCHEDULED TO REMAIN. SUBBASESHALL NOT BE REMOVED UNLESS SPECIFICALLY CALLED FOR BY THESE DRAWINGS.9. ALL DEPRESSIONS IN THE GROUND SURFACE RESULTING FROM DEMOLITION WORK SHALL BEBACKFILLED WITH CLEAN, GRANULAR FILL IN ACCORDANCE WITH NEW YORK STATEDEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION 203. FILL SHALL BECOMPACTED TO A MINIMUM 90% STANDARD PROCTOR DENSITY AND PLACED IN 12" LIFTSMAXIMUM.10. TREE PRESERVATION AND PROTECTION: A MINIMUM THREE-FOOT (3') HIGH PROTECTIVEFENCE WILL BE ERECTED AROUND ALL LARGE TREES AT THE DRIP LINE TO PREVENT DAMAGEDURING CONSTRUCTION. SILT FENCE MATERIALS MAY BE USED FOR THIS PURPOSE. THELARGE TREES TO BE PROTECTED WILL BE FIELD IDENTIFIED.11. NO VEGETATIVE DEBRIS SHALL BE BURIED ON SITE.DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.com1 inch = ft.( IN FEET )GRAPHIC SCALE05025 5010020050PROPERTY LINELEGEND08/12/2022AJVAJVAS NOTEDEASEAS2 of 9V-101DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEDEMOLITION PLANA 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----N XX19 SPACES26 SPACESDUPLAINVILLE ROADFREEDOMWAY GGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWEEEEPROPOSED LOT LINE20'20'20' 30'30'06C-50103C-50101,02C-50106C-501PROPOSE ACCESSORY BUILDING25,000 SF.FFE:333.5PROPOSED BUILDINGFFE:333.5'WAREHOUSE: 39,240 SF.OFFICE: 6,240 SF.TOTAL: 45,480 SF.321' 100'250'326' 44'50.5'9.5'30'80'TO CENTEROF RAIL12'30'55'40'189.9'221.4'43'24'24'06C-50111C-50112C-50113C-501EEEEEEE25'SCREENEDDUMPSTERENCLOSURECONCRETEWALK500' FIREHYDRANT RADIUSSILO, 16'Ø TYP.PROPOSED RAILAND SIDINGPROPOSED LOT 2PROPOSED GRAVELLAY-DOWN AREA±12.3 ACRESHEAVY-DUTYASPHALTSTORMWATERMANAGEMENTAREAWATER SERVICE6" C900 DR25 PVC±435 LF @ 5' MIN. DEPTHTHREE (3) LOADINGDOCKS, AT GRADEENTRY PADBY OTHERSTWO (2)LOADINGDOCKS, DOCK HEIGHTRETAINING WALLBY OTHERSCHILLERSTRANSFORMER,PAD MOUNTED,TYP.SNOWSTORAGESTANDARDDUTY-ASPHALTSTORMWATERMANAGEMENTAREAHEAVY-DUTYCONCRETE SLABSTOPSIGNPOLE MOUNTED LIGHTSEE SHEET C-191BIKERACKRELOCATEDELECTRICAL POLES& WIRES BY OTHERSCONNECTION,OWNER TO COORDINATEWITH NATIONAL GRIDON NEW LOCATIONS OFELECTRICAL POLESSTORMWATERMANAGEMENT AREA,INFILTRATION BASINSTORMWATERMANAGEMENTAREASTORMWATERMANAGEMENT AREA,INFILTRATION BASINRAIL EXTENSION BYOTHERS, COORDINATEWITH DESIGN ENGINEERPRIOR TO CONSTRUCTIONFLUSHCURB18'9'ADA PARKING26' 65'623'30'605'30'479'189.13'216.9'182.76'15' SIDE SETBACK50' FRONT SETBACK 40' REAR SETBACK15' SIDE SETBACK40' FRONTSETBACKEEEEEEEELECTRIC AND GAS SERVICE,COORDINATE LOCATION ANDTYPE WITH SERVICE PROVIDERSWALESWALESWALESWALE24'24' 50' R = 4 0 'R = 30'R = 4 0 'R = 6'TYP.R = 15'R = 3 ' T Y P . R = 1 4 0 ' R = 2 0 '249'05C-501CONCRETECURB11'06,07C-503CLEAN OUT(TYP.)04C-501ADARAMPINV:329.5MH-1RIM: 332.61INV IN: 326.12INV OUT: 326.02EX. MANHOLERIM:329.78INV IN: 320.83INV OUT: 320.7308,09C-503984' TO END OF RAILROAD70'RAIL ACCESSEASEMENT317.37'SANITARY SEWER CONNECTION,CONTRACTOR TO VERIFYLOCATION AND INVERTSPRIOR TO CONSTRUCTION08C-503SANITARY SEWER LATERAL6" SDR-26 PVC±169 LF @ 2.0%-45° BEND, TYP.PROVIDE THRUST BLOCKING-WATER SERVICECONNECTION, CONTRACTORTO LOCATE CAPPED MAINPRIOR TO CONSTRUCTION10C-503SANITARY SEWER LATERAL6" SDR-26 PVC±242 LF @ 2.1%15' ELECTRICALLINE EASEMENT45° BEND, TYP.PROVIDE THRUST BLOCKING180'218' 270'60'52'120'41' 15'P:\22-024\CAD\22-024 SITE.DWG | 12/28/2022 11:33:43 AMSTANDARD NOTES:1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES ANDREGULATIONS, INCLUDING BUT NOT LIMITED TO THE STATE ENVIRONMENTAL QUALITY REVIEW ACT(SEQR), FRESHWATER WETLANDS PERMIT REGULATIONS, THE TOWN GRADING LAWS AND THE TOWNFLOODPLAIN MANAGEMENT LAWS.2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THAT ALL IMPROVEMENTS ARECOMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS AND STANDARDS.3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLIC HIGHWAYS AND ADJACENTLANDS FREE OF DEBRIS, SOIL AND OTHER MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTIONRELATED TO THE SITE.SPECIAL NOTES:1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A MAP TITLED T_GREEN.DWG.DATED 21 JUNE, 2016 PREPARED BY GILBERT VANGUILDER LAND SURVEYOR, PLLC OF CLIFTON PARK,NEW YORK AND A DIGITAL FILE TITLED "T-GREEN.DWG" TRANSMITTED VIA EMAIL ON 08 AUGUST,2022.2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCE ONLY AND ARE NOTINTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONALSTRUCTURES, OR ANY OTHER IMPROVEMENT.3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION. UTILITIESSHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENTTO THE SUBJECT PARCEL.CITY OF SARATOGA SPRINGS STANDARD NOTES:1. ALL WORK MOST CONFORM TO ALL FEDERAL, STATE AND CITY CODE. SPECIFICATIONS, ORDINANCES,RULES AND REGULATIONS.2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETICVERTICAL DATUM. 1929.3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OFOFF-SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY ENGINEER.4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TOANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE DESIGN PROFESSIONAL ARE REQUIRED. THECOST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANYBLASTING IS REQUIRED FOR THE PROJECT.6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUES BY THE DEPARTMENT OF PUBLICWORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY IF ANY CITY STREET ROAD OR ALLEY.7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING ORFLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD.8. A CERTIFICATE OF OCCUPANCY CANNOT BE ISSUES UNTIL ALL SITE WORK IS COMPLETED INACCORDANCE WITH THE APPROVED PLANS, AND AN AS-BUILT DRAWING HAS BEEN PREPARED INACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.com1 inch = ft.( IN FEET )GRAPHIC SCALE05025 5010020050PROPERTY LINELEGEND08/23/2022AJVAJVAS NOTEDEASEAS3 of 9C-101DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATESITE & UTILITY PLANA 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----SITESITEZONING MAP1" = ±2,000'USGS QUAD.1" = ±2,000'SITE STATISTICSADDRESS: 00 DUPLAINVILLE ROADTAX MAP: 177.-1-67AREA: 960,236 SF. (±22.04 AC.)ZONE: IND-G (INDUSTRIAL, GENERAL)USE: VACANT LANDIND-GSITEMIN. LOT SIZE 40,000 SF. 960,236 SF.MIN. AVG. WIDTH 200 FT. ±708 FT.PRINCIPAL BLDG. COVERAGE 40 %±4.7 %ACCESSORY BLDG. COVERAGE 30 %±2.6 %MIN. FRONT SETBACK 40 FT. ±317.4 FT.MIN. REAR SETBACK 30 FT. ±216.9 FT.MIN. SIDE SETBACK (EACH) 15 FT. ±189.1 FT.MIN. SIDE SETBACK (TOTAL) 30 FT. ±371.9 FT.PRINCIPAL MAX. HEIGHT 50 FT.<50 FT.MIN. GREENSPACE 30 %±31.1 %PARKINGREQUIRED: 1 SPACE PER 2 EMPLOYEES AND 1 PER COMPANY VEHICLE(70 EMP. * 1/2) + 5 COMPANY VEH. = 40 SPACESPROVIDED:45 SPACES (INCLUDING 2 ADA)LOT COVERAGEEXISTINGPROPOSEDBUILDINGS:0 SF. 70,480 SF. (7.33%)PAVEMENTS:0 SF. 591,236 SF. (61.57%)GREEN SPACE:960,236SF.298,520SF. (31.1%)960,236 SF. 960,236 SF.N XXDUPLAINVILLE ROAD GGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWEEEEEEEEEEEEEEEEEESFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF12" N12 HDPE53 LF @ 0.47%18" N12 HDPE118 LF @ 0.51%15" N12 HDPE 89 LF @ 0.51%INV:324.70INV:325.812 4 " N 1 2 H D P E 1 2 6 L F @ 0 . 5 5 % 24" N12 HDPE 127 LF @ 0.51% 10" N12 HDPE 293 LF @ 0.75% 1% 1%1% 1% 0% 0% 1%1% 1% 1% 1% 1% 0%1%1%1%1%5% 24% 15% 1%1%1%3%3%0 %2%3%3%3%2%2%2%2%33% 0% 33%33%33%33% 20%3%3%2% 13% 5% 16% 27% 1 1 %30%33 % 9% 21% 1%2%2%1%2%1%1%1%INV:326.90INSTALL AND MAINTAINCONSTRUCTION ENTRANCESTORMWATERMANAGEMENTSIGNAGEINSTALL ANDMAINTAINSILT FENCEHYDROSEEDING WILL INCLUDETACKIFIER IN ALL MIXES ONSTEEP SLOPES, SEE SHEET C-161FOR ADDITIONAL INFORMATIONINSERT INLETPROTECTIONSLOPESTABILIZATIONBLANKETSPILLWAYFOREBAY #1STORMWATERMANAGEMENT SIGNAGEFOREBAY #2 FOREBAY #1FOREBAY #2330330329329331331332330330329329331331332327 3 2 7 3 2 8 328 329329 325330323324326327328329330330335340345330335340345 325 330 325330324326327328329325 330 326327328329327 328 329 325 330330328329331332330330331331332332 330329331332330329331332333325330324326327328329331332332330326327328329INFILTRATIONBASIN #4STOCKPILEAREARIPRAP OUTLETPROTECTIONINSTALL AND MAINTAINCONCRETE WASHOUT06C-50202C-503INFILTRATIONBASIN #503C-50310C-50212C-50203C-50209C-502SFSFSFSFSF11C-50204C-503LIMITS OFDISTURBANCE(±20.99 ACRES)INFILTRATIONBASIN #101C-503INFILTRATIONBASIN #201C-503INFILTRATIONBASIN #301C-503SPILLWAYSPILLWAYSPILLWAYCB-1RIM:331.97'48" DIA. W/ 30" GRATEINV OUT (12"): 328.25'CB-2RIM: 331.28'INV IN: 328.00' (12")INV OUT: 327.50' (18")CB-3RIM: 330.77'INV OUT: 327.25' (15")CB-5RIM: 330.51'INV IN: 325.40' (24")INV OUT: 325.40' (24")SLOT DRAINRIM: 328.94'INV OUT: 328.00' (10")CB-4RIM: 330.51'INV IN: 326.80' (15")INV OUT: 326.05' (24")CHECK DAM07C-50204C-502STORMWATERMANAGEMENTSIGNAGESTORMWATERMANAGEMENTSIGNAGESTORMWATERMANAGEMENTSIGNAGE1%2%2%4%2%328.83TP#2IT#2TP#1IT#1TP#4IT#4TP#3IT#3TP#5IT#5345.62329.133 3 1 . 5 0 332.06332.55 3 3 2 . 5 5332.95330.93329.4833 2 . 2 6333.1733 0 . 5 1 332.55332.25328.25331.0 0 332.55 331.25332.36331.75333.50329.50328.25331.25332.55328.25 3 3 1 . 1 0 3 3 1 . 7 0332.703 3 2 . 7 0 3 3 2 . 7 8 3 3 1 . 8 8 3 3 2 . 7 032 9 . 2 5 332.50332.50332.503 3 2 . 5 5328.253 3 1 . 5 0 332.45331.75332.50329.52325.00329.61328.86331.10331.10331.10331.10331.103 3 2 . 6 8 3 3 2 . 4 4 332.73333.16332.21331.61332.50331.25328.25331.253 2 9 . 5 0 3 3 1 . 2 5 3 3 3 . 5 0333.50331.10331.10331.94332.22331.71331.75330.75333.40333.503 3 2 . 7 8332.58332.643 3 2 . 4 6 3 3 2 . 1 6 3 3 2 . 7 8 3 3 2 . 3 1 3 3 1 . 8 7 3 3 2 . 5 3332.403 3 2 . 9 4 3 3 2 . 7 0 3 3 1 . 7 0 332.36333.22332.54332.43332.73331.15325.50325.50322.00322.00324.50324.00331.94328.513 2 5 . 6 2 332.40332.25331.49331.25328.253 3 1 . 2 5 328.25328.25331.25328.25 331.25328.25331.25328.253 3 1 . 2 5 328.25328.25331.25331.253 3 1 . 1 0331.403 3 1 . 2 8 3 3 3 . 3 5333.503 3 2 . 6 1 P:\22-024\CAD\22-024 GRAD.DWG | 12/28/2022 11:35:32 AM TEST PIT LOGPERFORMED BY: AARON VERA, P.E.DATE: 09/20/2022TP#1 (329.34)0" - 16" TOPSOIL16" - 48" FINE BROWN SAND, LITTLE SILT48" - 96" FINE SANDNO SIGN OF S.H.G.W.TP#2 (329.53)0" - 14" TOPSOIL14" - 30" FINE BROWN SAND, LITTLE SILT30" - 96" GRAY FINE SANDNO SIGN OF S.H.G.W.TP#3 (329.99)0" - 12" TOPSOIL12" - 28" FINE BROWN SAND, LITTLE SILT28" - 96" GRAY FINE SANDNO SIGN OF S.H.G.W.TP#4 (331.25)0" - 14" TOPSOIL14" - 24" FINE BROWN SAND, LITTLE SILT24" - 96" GRAY FINE SANDNO SIGN OF S.H.G.W.TP#5 (331.57)0" - 14" TOPSOIL14" - 30" FINE BROWN SAND, LITTLE SILT30" - 96" GRAY FINE SANDNO SIGN OF S.H.G.WEROSION & SEDIMENT CONTROL PLAN NOTES:1. ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TO BEGINNING OF CONSTRUCTION. FINAL LOCATION AND CONSTRUCTION SHALL BE REVIEWEDBY A QUALIFIED PROFESSIONAL.2. REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF A QUALIFIED PROFESSIONAL.3. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURING CONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED TO,PLACING STRAW BALES AND SILT FENCING AROUND WORK.4. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIRED. ADDITIONAL MEASURES MAY BE REQUIRED, BASED ON FIELDCONDITIONS, DURING CONSTRUCTION AS DIRECTED BY A QUALIFIED PROFESSIONAL.5. EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,LATEST EDITION.6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALL REPAIR THEEROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY AND AS DIRECTED BY A QUALIFIED PROFESSIONAL.7. ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BE VEGETATED OR PROTECTED FROM EROSION IMMEDIATELY UPON COMPLETION OF EARTHWORKOR IF WORK IN THESE AREAS IS TO BE SUSPENDED FOR FOURTEEN (14) DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZE THE AREA TO BEDISTURBED AND TO PREVENT THE CONCENTRATION OF STORM WATER RUNOFF AND EROSION OF DISTURBED EARTH SLOPES.8. UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALL BE STABILIZED BY THE FOLLOWING METHODS, DEPENDING UPON THE CLASSIFICATIONOF THE AREA AS EITHER TO RECEIVE PERMANENT OR TEMPORARY SEEDING:SEED BED PREPARATIONIF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO A UNIFORM MINIMUM DEPTH OF FOUR INCHES (4"). TOPSOIL SHALL BE FRIABLE ANDLOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS, AND STONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMED UNNECESSARY THEN PREPARE SEEDBED BY SCARIFYING COMPACTED AREAS AND REMOVING DEBRIS, ROCKS, AND STUMPS. SEEDBED SHALL RECEIVE THE FOLLOWING SOIL AMENDMENTS:8.1. LIME TO A Ph OF 6.08.2. FERTILIZE WITH 600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14 LBS./1000 SQ. FT) THE SOIL AMENDMENTS SHALL BE WORKED INTO THE SEED BEDWITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT.TEMPORARY SEEDINGSANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER 1000 SQUARE FEET. USE WINTER RYE IF SEEDING DURING OCTOBER/NOVEMBER.PERMANENT SEEDINGSSEEDING SHALL CONSIST OF 1 LB PER 1000 SQUARE FEET OF SEED CONTAINING AT LEAST 50% FAST SPROUTING PERENNIAL RYE GRASS AND 10% PINK CLOVEROR ALFALFA. THE SEED MIX SHALL BE SPREAD BY UTILIZING A CYCLONE SEEDER, DRILL, OR CULTIPACK SEEDER. SEED DEPTH SHALL BE FROM 1/4 TO 1/2INCH DEEP. SEED MAY ALSO BE APPLIED BY APPROPRIATE HYDROSEEDING METHODS. ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW MULCH APPLIED ATRATE OF 2 TON/ACRE (90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA-TACK" OR EQUIVALENT.ROCKWHEN ENCOUNTERED, SHALL BE UNDERCUT A MINIMUM OF 12 INCHES BELOW FINISHED GRADE; BACKFILL OVER THE ROCK SHALL CONSIST OF 8 INCHES OFGRANULAR FILL AND 4 INCHES OF TOPSOIL.9. IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDED SEEDING PERIODS, TOPSOIL, FILL, AND EXCAVATED MATERIALS AREAS SHALL BETEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCH TIME AS EFFECTIVE SEEDING CAN OCCUR.10. STOCKPILE MATERIALS SHALL NOT BE LOCATED WITHIN TWENTY-FIVE FEET (25') OF ANY DITCH, STREAM, OR OTHER SURFACE WATER BODY.11. IF CONSTRUCTION IS SUSPENDED, OR SECTIONS COMPLETED, AREAS SHALL BE SEEDED AND/OR MULCHED IMMEDIATELY.12. COMPLY WITH THE APPLICABLE STIPULATIONS SET FORTH IN THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS PROJECT.INFILTRATION PRACTICES:INFILTRATION PRACTICES SHALL NOT BE USED AS SEDIMENT TRAPS.ALL CONSTRUCTION RUNOFF SHALL BE DIRECTED TO AN APPROPRIATESEDIMENT CONTROL DEVICE. INFILTRATION BASINS MAY ONLY HAVEFLOWS DIRECTED TO THEM ONCE THE SITE HAS BEEN STABILIZED BYVEGETATION OR THE INSTALLATION OF SUBBASE. PROVIDE INLETPROTECTION AS IDENTIFIED.CARE SHALL BE TAKEN WHEN CONSTRUCTION ACTIVITY IS NEARINFILTRATION AREA. COMPACTION SHOULD BE AVOIDED.DE-COMPACTION PRIOR TO VEGETATINGDATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.com1 inch = ft.( IN FEET )GRAPHIC SCALE05025 5010020050PROPERTY LINELEGEND08/12/2022AJVAJVAS NOTEDEASEAS4 of 9C-121DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEGRADING, EROSION ANDSEDIMENT CONTROLA 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----NINFILTRATION TEST LOGPERFORMED BY: AARON VERA, P.E.DATE: 09/20/2022IT#1 24"/HR.IT#2 24"/HR.IT#3 24"/HR.IT#4 24"/HR.IT#5 12"/HR.*DESIGN RATE USED: 5"/HR.GENERAL CONSTRUCTION SEQUENCETOTAL DISTURBANCE = ±20.99 ACRESPRE-CONSTRUCTION1. OBTAIN PLAN APPROVAL, GRADING PERMIT, ANY EASEMENTS, AND ALL OTHER LEGAL CONTRACTS/PERMITS REQUIRED FOR CONSTRUCTION.2. FLAG THE WORK LIMITS AND MARK TREES AND AREAS FOR PROTECTION AS REQUIRED.3. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CITY OF ALBANY BUILDINGDEPARTMENT, DESIGN ENGINEER, INSPECTING ENGINEER, AND THE SWPPP MONITORING PROFESSIONAL.4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, INLET PROTECTION, AND CONCRETE WASHOUT.5. STAKE OUT CLEARING LIMITS. AREAS OF DISTURBANCE SHALL NOT EXCEED FIVE (5) ACRES AT ANY TIME. OBTAIN APPROVAL FROM CITY OF SARATOGABUILDING DEPARTMENT TO PROCEED WITH GRADING PERMIT.6. COMPLETE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING.7. MASS GRADE TO CREATE LEVEL AREA FOR FUTURE VEHICLE PARKING AND BUILDING SLAB. STRIP AND STOCKPILE TOPSOIL, REMOVE LOOSE SOILS THAT ARE NOTSUITABLE FOR THE PROPOSED IMPROVEMENTS. STOCKPILE WITHIN APPROVED AREA WITH ADEQUATE PROTECTION.8. STABILIZE GRADING ON THE SOUTH END OF THE BUILDING SLAB AND IN FRONT OF THE BUILDING SLAB TO SKYWARD DRIVE. PROCEED WITH ROUGH GRADING ANDIMPORTING/EXPORTING OF FILL AS REQUIRED. CONSTRUCT SEDIMENT TRAP AT LOCATION OF FOREBAY AND CREATE SWALES TO FOREBAY.9. POUR FOUNDATION AND ALLOW 28 DAYS FOR CURING.10. TRENCH FOR UTILITIES11. CONTINUE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING12. CONTINUE MASS GRADING TO FINE GRADING SLOPES ALONG THE EASTERN PROPERTY LINE. STABILIZE IMMEDIATELY.13. PROCEED WITH THE CREATION OF THE INFILTRATION BASIN14. INSTALL CATCH BASINS, ROADWAY SUBBASE AND CURBING.15. INSTALL PAVEMENTS.POST-CONSTRUCTION16. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY STABILIZE ALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE DUE TOTRAFFIC.17. ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDINGS AND ADJACENT PROPERTIES SO THAT FLOWS HAVE A POSITIVE DIRECTION TOWARDS STORMWATERCOLLECTION DEVICES.18. REMOVE ANY ACCUMULATED SEDIMENT AND ENSURE ALL STORMWATER MANAGEMENT PRACTICES ARE FUNCTIONING CORRECTLY, AND DISCHARGING CLEAN RUNOFF.19. PERFORM FINAL CLEANUP OF DEBRIS, AND REPAIR ANY AREAS THAT WERE AFFECTED FROM CONSTRUCTION.20. REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN THE PROJECT IS SUFFICIENTLY STABILIZED AND REQUIRES THE APPROVAL OF THECITY OF SARATOGA SPRINGS BUILDING DEPARTMENT AND THE SWPPP INSPECTOR. THE CITY ENGINEERS OFFICE MAY WISH TO INSPECT STORMWATER BASIN. XXDUPLAINVILLE ROAD EEEEEEEEEEEEEEAPPLY TOPSOIL,SEED AND MULCH TOALL DISTURBED NON SURFACE AREASAPPLY TOPSOIL, SEED AND MULCH TOALL DISTURBED NON SURFACE AREASAPPLY TOPSOIL, SEED AND MULCH TOALL DISTURBED NON SURFACE AREASAC5STEEPSLOPEMIXSEE THIS SHEET FOR ADDITIONAL INFORMATION08C-501MS3MS3HM3MS8HM4MS3HM309C-501P:\22-024\CAD\SHEETS\22-024 C-160.DWG | 12/28/2022 11:37:01 AMLANDSCAPING SCHEDULESYMBOLQTY.SCIENTIFIC NAMECOMMON NAMESIZEDELIVERY/NOTESAC10ACER RUBRUMRED MAPLE2.5 - 3" CALB&BHM10HYDRANGEA MACROPHYLLA HYDRANGEA"ENDLESS SUMMER" 3-5 GALLONMS17MISCANTHUS SINENSISMAIDEN GRASS24 - 30"NATIVE STEEP SLOPE MIX WITH WITH ANNUAL RYEGRASS.NSSM *NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASSERNEST SEEDS - ITEM# ERNMX-181PRODUCT: EROSIONS CONTROL & RE-VEGETATIONSEEDING RATE: 60 LBS PER ACRE, OR 1.5 LB PER 1,000 SQ.FTHTTPS://WWW.ERNSTSEED.COM/PRODUCT/NATIVE-STEEP-SLOPE-MIX-WANNUAL-RYEGRASS/?ANCHOR=7LANDSCAPING NOTES:1. ALL PLANTS TO MEET MINIMUM STANDARDS OF THE AMERICAN ASSOCIATES OF NURSERYMAN.2. CONTRACTOR SHALL GUARANTEE ALL PLANTED MATERIALS A MINIMUM OF ONE (1) YEAR. IF DURING THIS TIME ANY PLANTINGS ARE NO LONGER VIABLE, THEYSHALL BE REPLACED IN-KIND AT NO EXPENSE TO THE OWNER.3. CONTRACTOR SHALL MAINTAIN ALL WORK UNTIL FINAL ACCEPTANCE OF THE PROJECT, INCLUDING WATERING, STAKING, AND FENCE PROTECTION.4. IF PROPOSED PLANT LOCATIONS CONFLICT WITH UTILITIES, LIGHT POLES, OR CROWD EXISTING PLANT MATERIAL, NOTIFY THE OWNER TO CONSULT ON THEADJUSTMENT OF ANY PLANT LOCATIONS.5. PLANTS SHALL BE DELIVERED ONLY WHEN THE CONTRACTOR'S SCHEDULE ALLOWS FOR THEIR INSTALLATION IN A REASONABLE TIME.6. ALL PLANTS SHALL BE WATERED IMMEDIATELY UPON DELIVERY AND EVERY THREE (3) DAYS THEREAFTER UNTIL PLANTING.7. ANY SUBSTITUTIONS, CHANGES, OR ALTERATIONS SHALL BE APPROVED BY THE OWNER PRIOR TO DELIVERY.8. FINISHED GRADES IN LANDSCAPED ISLANDS SHALL BE ONE INCH (1") LOWER THAT THE TOP OF ADJACENT CURBS OR WALKWAYS.9. ALL DISTURBED AREAS SHALL BE RETURNED TO LAWN UNLESS OTHERWISE NOTED.10. FINE GRADE LAWN AREAS TO PROVIDE A SURFACE FREE OF IRREGULARITIES AND DEPRESSIONS.11. THE ADDITIVE OF TACKIFIER WILL BE ADDED TO ALL MIXES ON STEEP SLOPES.PROPOSED TREEPROPOSED SHRUB-AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFTS'S TRIPLEX GENERAL MIX. OR APPROVED MIX. AT A RATE OF 5 LBS PER1,000 SF. STARTER FERTILIZER (5-10-5) AT 40 LBS AND MULCHED WITH STRAW OR HYDROSEEDED.-IF A DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN.-TEMPORARY IRRIGATION SHALL BE PROVIDED.LAWNSTEEP SLOPE MIX1 inch = ft.( IN FEET )GRAPHIC SCALE05025 5010020050PROPERTY LINELEGENDDATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.com08/12/2022AJVAJVAS NOTEDEASEAS5 of 9C-161DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEPLANTING PLANA 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----N XXXXXXXXXXGGGGGGGGGGGGGGGGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWEEEEEEEEEEEEEEEWP-AWP-AWP-AWP-BWP-BWP-BWP-BWP-BWP-BWP-BWP-BWP-BWP-BWP-BWP-BWP-BDECOT5DECOT5DECOT2DECOT2DECOT2WP-AWP-ADECOT2DECOT2P:\22-024\CAD\SHEETS\22-024 C-190.DWG | 12/28/2022 11:39:20 AMLight Fixture and Pole Base DetailN.T.S.01C-191NOTES:1. CONCRETE SHALL BE RUBBED SMOOTH ON ALL EXPOSEDSURFACES OF BASE. APPLY EXTERIOR FINISH SYSTEM"DECO COAT-X" TO EXPOSED PORTIONS OF CONCRETE.2. CENTERLINE OF POLE 3' OFF EDGE OF PAVEMENT(UNLESS INDICATED OTHERWISE ON PLAN).3. COORDINATE WITH OWNER FOR POLE REQUIREMENTS.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYINGPROPERLY SIZED POLES FOR THE FIXTURESSPECIFIED.NOTE:SEE SHEET C-191 FOR FIXTURES,FIXTURE AND POLE COLOR AND POLESTYLE SHALL BE SPECIFIED BY OWNER.COORDINATE SELECTION WITH ENGINEERPRIOR TO INSTALLATION.LIGHT FIXTUREPOLE(REFERENCE LIGHTINGSCHEDULE FOR HEIGHT)4- ANCHOR BOLTS WITHTHREADED END GALVANIZED(3/4"∅ x 17" x 3") TYPICALMATCHING LIGHTPOLE BASE COVERREINFORCED HANDHOLE W/COVER AND GROUNDING3/4" CHAMFERGRAVELBACKFILLMATERIAL(COMPACTED)CONDUIT, STUB UP INSIDE POLECONCRETE BASE CONSTRUCTION24" x 24" CONCRETE BASE(4000 PSI AIR ENTRAINED) W/4 NO. 5 VERTICAL W/ NO. 5TIES AT 12" O.C. VERTICALSUBGRADE-UNDISTURBEDOR COMPACTED TO 90%STANDARD PROCTORCRUSHEDAGGREGATE BASE,COMPACTED NYSDOTITEM 203.073/4"3/4"30"48"DETAIL "A"30" EXPOSEDPOLE BASESEEDETAIL A6"8"MOUNTING HEIGHT = 34'-8"1 inch = ft.( IN FEET )GRAPHIC SCALE04020 408016040PROPERTY LINELEGENDPARKING LOT DESIGN GUIDEBASIC(FOR TYPICALCONDITIONS)BASIC ENHANCED SECURITY(IN CONSIDERATION OFPERSONAL SECURITY ORVANDALISM)SECURITY(SECURITYLIGHTING FORPUBLIC SPACES)HIGH SECURITY(SECURITYLIGHTING FORPUBLIC SPACES)LUX | FCLUX | FCLUX | FC LUX | FCMINIMUM HORIZONTALILLUMINANCE(MEASURED ON SURFACE WITHOUTSHADOWING FROM ANY OBJECT)2 | 0.25 | 0.510 | 1.030-60 |3.0-6.0UNIFORMITY RATIO(MAXIMUM-TO-MINIMUM)20:115:115:14:1*(*AVG:MIN)MINIMUM VERTICAL ILLUMINANCE(FOR FACIAL RECOGNITION AT5' ABOVE THE PARKING SURFACEAT THE POINT OF LOWESTHORIZONTAL ILLUMINANCE)1.0 | 0.12.5 | 0.255-8 | 0.5-0.812-60 |1.2-6.0REFERENCERP-33-99, RP-20-98, 9th Edition IESNA LightingHandbook. IESNA Handbook Tenth Edition shows for aMedium Activity Lot 2.0 fc Average with a 3:1 avg/minand a 14:1 max/min. Chapter 26, page 26.25.LIGHTING SCHEDULESYMBOLQTY.LABELARRANGEMENTMOUNTING HEIGHTTOTAL WATTSMODEL4DECO T5SHARED POLE25 FT.80DECO B824-LED-80-30-T55DECO T2SINGLE25 FT.80DECO B824-LED-80-30-T213WP-BWALL20 FT.50C-LITE C-WP-C-TR-S6L-SCCT-UL-DB5WP-AWALL15 FT.46C-LITE C-WP-A-TWP-S14L-SCCT-UL-BZ*CONTRACTOR TO PROVIDE FIXTURES AS SPECIFIED OR APPROVED EQUIVALENTS,COORDINATE WITH DESIGN ENGINEER. COLOR SPECIFIED BY OWNER.08/12/2022AJVAJVAS NOTEDEASEAS6 of 9C-191DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATELIGHTING PLANA 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.comN P:\22-024\CAD\SHEETS\22-024 C-500.DWG | 12/28/2022 11:42:47 AM Accessible ParkingN.T.S.02C-501TYPICAL FOR PARKING SPACETYPICAL FOR ACCESS AISLER7-8R7-8aR7-1POST BASE DETAILPAVEMENTSURFACE30"TYPICAL ACCESSIBLE PARKING LAYOUT"RESERVED PARKING"SIGN OR "NO PARKINGANY TIME"2" ALUMINIUM POST7'SIGN BOTTOM1"NOTE: CROSS SLOPE NOT TO EXCEED1.5% IN ALL DIRECTIONS INPARKING SPACES AND ACCESSAISLES2' O.C.8' MIN. ORPER PLANS18'"RESERVED PARKING"SIGN, TYP."NO PARKING ANYTIME" SIGN, TYP.4" WIDE BLUESTRIPES, DIAGONALSTRIPES AT 45°ANGLE, 2' O.C.SIDEWALK, SEEPLANS8' MIN. ORPER PLANSSLOPE CONCRETEAWAY FROM POST12"ADA RampN.T.S.04C-501SLOPE60"X60" MIN.LANDING14" MAX. REVEALCONCRETE CURBINGELEVATIONNOTES:1. ALL RAMPS SHALL CONFORM TO ALL APPLICABLE FEDERAL AND STATECODES, INCLUDING THE AMERICANS WITH DISABILITIES ACT (ADA).2. ALL RAMPS WERE DESIGNED WITH A RUNNING SLOPE OF 7.50% AND ACROSS SLOPE OF 1.50%, AS-BUILT RAMPS SHALL HAVE RUNNINGSLOPES LESS THAN 8.33% AND CROSS SLOPES LESS THAN 2.00%3. FOR ADDITIONAL INFORMATION REFERENCE NYSDOT 608-1 -SIDEWALK AND CURB RAMP DETAILS6"6'-8" (MIN.)7.5%6' TRANSITIONCURB5'0" MIN.6'8" MIN.7.5%6'8" MIN.14" MAX. REVEAL7.5%7.5%1.5%1.5%SLOPEWIREBRUSHFINISHCOMPACTED SUBGRADE,SEE NOTE #4Pavement SectionN.T.S.06C-501ASPHALTGRAVEL1.5" TOP COURSE,NYSDOT TYPE 62.5" BINDER COURSE,NYSDOT TYPE 312" SUBBASE,NYSDOT TYPE 2,ITEM 304.12HEAVYDUTYASPHALTSTABILIZATIONFABRIC12" SUBBASE,NYSDOT TYPE 2,ITEM 304.122" TOP COURSE,NYSDOT TYPE 64" BINDERCOURSE, NYSDOTTYPE 3NOTES:1. HEAVY DUTY ASPHALT TOP COURSE - 2" AFTER COMPACTION. NYSDOT ITEM 404.128301 - 12.5 F3 TOP COURSE WMA 80 SERIES COMPACTION2. HEAVY DUTY ASPHALT BINDER COURSE - 4" AFTER COMPACTION. NYSDOT ITEM 404.258901 25 F9 WMA, 80 SERIES COMPACTION3. ASPHALT TOP COURSE - 1-1/2" AFTER COMPACTION. NYSDOT ITEM 404.128201 12.5 F2 TOP COURSE WMA 80 SERIES COMPACTION4. ASPHALT BINDER COURSE - 2-1/2" AFTER COMPACTION. NYSDOT ITEM 404.258901 19 F9 WMA, 80 SERIES COMPACTION5. SUBBASE SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY ASTM D-1557.6. PROOF ROLLING SHALL BE DONE TO VERIFY THE STABILITY AND UNIFORMITY OF SUBGRADE. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER.7. SUBBASE COURSE SHALL HAVE NO MORE THAN (7%) SEVEN PERCENT BY WEIGHT FINER THAN NO. 200 SIEVE.8. CONTRACTOR SHALL PLACE SELECT FILL WHERE REQUIRED TO ACHIEVE SUBGRADE ELEVATION. SELECT FILL SHALL BE COMPACTED TO 95% OF THE MAX. DENSITY ASTM D-1557. THE ENGINEER SHALL INSPECT THE SELECT FILL PRIOR TO PLACEMENT.9. STABILIZATION FABRIC SHALL BE MIRAFI 500X OR APPROVED EQUIVALENTNOTES:1. FURNISH BIKE RACK AS MANUFACTURED BY DERO,MINNEAPOLIS, MN., "HOOP RACK".FRONT VIEWEND VIEWPLANISOMETRICHoop Bole Rack Typ. N.T.S.12C-501TRANSITION35"36"24"Concrete CurbN.T.S.05C-5016"6"6"6"4"6"REVEAL,TYP.NOTES:1. CONCRETE SHALL HAVE A 28-DAYCOMPRESSIVE STRENGTH OF NOT LESSTHAN 4,000 PSI.2. REFER TO SITE PLAN FOR TRANSITIONLOCATIONS. ALL PROPOSED CURBINGSHALL TERMINATE AT A STRUCTUREOR WITH A TRANSITION. UNLESSSPECIFIED NO CURBING SHALLTERMINATE AT ITS FULL HEIGHT.TRANSITION±5' TRANSITION LENGTH6"REVEAL,TYP.6"W X 18"H PRECASTOR CAST-IN-PLACE(SLIPFORM) CONCRETECURBINGEXISTING OR PROPOSEDASPHALT PAVEMENTCONCRETE SIDEWALK(SEE DETAIL THIS SHEET)OR LANDSCAPED AREACOMPACTED SUBBASE,NYSDOT TYPE 2UNDISTURBED EARTH12" CORNER RADIUSPROVIDEUNIFORMTRANSITIONFLUSH CURB,14" REVEAL MAX.Concrete SidewalkN.T.S.03C-501SECTION "A"PLANNOTES:1. FINISH CONCRETE EDGES WITH 1/4" RADIUSEDGING TOOL.2. MAGNESIUM FLOAT FINISH CONCRETEPERPENDICULAR TO DIRECTION OF TRAVEL TOPRODUCE UNIFORM SURFACE.EXPANSION JOINT DETAILTOOLED CONTROL JOINT DETAIL6"x6" W1.4xW1.4WELDED WIRE MESHNYSDOT SUB-BASECOURSE TYPE 4MIRAFI 140N ORAPPROVED EQUIVALENTTOOLED CONTROL JOINTS6' O.C. X 114" DEEP,SEE DETAIL ABOVEEXPANSION (ISOLATION)JOINTS SPACED NOT MORETHAN 20' APART ANDBETWEEN SIDEWALK ANDFOUNDATIONS, PROVIDE 12" X5" BITUMINOUS JOINTFILLER, SEE DETAIL ABOVE4,000 PSI CONCRETEPREMOLDED BITUMINOUSEXPANSION JOINT FILLER,FULL DEPTH w/SEALANTJOINT EXPANSION (TOBE USED AT FACE OFBLDGS, CURB, ETC.)1/2"PITCH SIDEWALK 316"/FT.AWAY FROM BUILDINGSWIDTH, AS NOTED ON PLAN2"2"6"1" MIN.1" MIN.114" MIN.CONTROLJOINTSMOOTHFINISHABROOM FINISHDumpster EnclousureN.T.S.13C-501NOTES:1. POSTS AND RAILS SHALL BE SCHEDULE 40 STEEL PIPECONFORMING TO ASTM F-1083 AND THE FOLLOWING SIZES:POST/RAIL TYPEO.D.GATE4"CORNER/END3"LINE2"TOP/BOTTOM RAIL 158"GATE FRAME (≤4' LEAF) 158"GATE FRAME (>4' LEAF) 2"2. FENCE FABRIC SHALL BE 9 GAUGE WIRE SIZE, 2" MESH,BLACK VINYL CHAIN LINK CONFORMING TO ASTM A-392,KNUCKLED AT THE TOP AND TWISTED AND BARBED AT THEBOTTOM, WITH GREEN VINYL PRIVACY SLATS.3. FOUNDATIONS SHALL BE CONCRETE WITH A MINIMUM 28-DAYCOMPRESSIVE STRENGTH OF 3,000 PSI. FOUNDATIONSSHALL BE THE FOLLOWING SIZES:TYPEDIA.DEPTHGATE/CORNER16"48"LINE12"36"4. FENCE SHALL BE INSTALLED IN ACCORDANCE WITH ASTMF-567 AND GATES SHALL BE INSTALLED IN ACCORDANCEWITH ASTM F-900.5. CONCRETE PAD SHALL BE 6" THICK 4,000 PSI CONCRETEWITH 2.6X2.6 WWF ON 12" SUBBASE, NYSDOT TYPE 2.GATE POSTGATE FRAMECORNER/LINEPOSTCAPBRACE BAND WITHRAIL END CAPSTRETCHER BARBOTTOM RAILTOP RAIL12' (6' LEAF)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX6'FOUNDATION,SEE NOTE #3CONCRETE PAD, SEENOTE 5 AND CONCRETESIDEWALK DETAILGATEPOSTPLAN3'7'-6"6'-10"6'-10"6'-10"5'-3"5'-3"4'-3"12'LINE POST, TYP.CORNER POST, TYP.END POST, TYP.GATE POST, TYP.CENTER STOP180° INDUSTRIALOFFSET GATEHINGETRUSS ROD W/TURNBUCKLE(38" MIN.)PADLOCK TYPECENTER DROP RODASSEMBLYHeavy-Duty Concrete SlabN.T.S.11C-501NOTES:1. FINISH CONCRETE EDGES WITH 1/4" RADIUS EDGING TOOL.2. MAGNESIUM FLOAT FINISH CONCRETE PERPENDICULAR TODIRECTION OF TRAVEL TO PRODUCE UNIFORM SURFACE.WIDTH, AS NOTED ON PLAN4"4"20"12"NYSDOT SUB-BASECOURSE TYPE 48" - 4,500 PSI CONCRETE6"x6" W2.9xW2.9WELDED WIRE MESHMIRAFI 140N ORAPPROVED EQUIVALENTUNDISTURBED EARTHEXPANSION JOINT DETAILTOOLED CONTROL JOINT DETAILPREMOLDED BITUMINOUSEXPANSION JOINT FILLER,FULL DEPTH w/SEALANTJOINT EXPANSION (TOBE USED AT FACE OFBLDGS, CURB, ETC.)1/2"1" MIN.1" MIN.114" MIN.CONTROLJOINTSMOOTHFINISHTOOLED JOINT6" MAX O.C. X 3/4"DEEP EACH WAYPlug PlantingN.T.S.10C-501NOTES:1. TOPSOIL INSTALLED TO A MINIMUM DEPTHOF 6" ACROSS PLANTING AREA.2. INSTALL ALL PLUGS WITH THE ROOTSHANGING FREE, FILL AROUND ROOTS ANDGENTLY COMPRESS THE SOILS BY HAND3. THOROUGHLY WATER THE SOIL BEFORE ANDAFTER PLUG INSTALLATION.ESTABLISH PLUGS SPACED INTRIANGULAR PATTERN AT THEDISTANCES SPECIFIEDTOP SOIL, UNLESSOTHERWISE SPECIFIEDUNDISTURBEDNATIVE SOILShrub PlantingN.T.S.09C-501NOTE:PLANTING PIT SHALL BE TWICE THEDIAMETER OF THE ROOTBALL OR SHALLEXTEND A MINIMUM OF 6" BEYOND THEROOTBALL, WHICHEVER IS LARGERGROUND LINE TO BE SAMEAS AT THE NURSERY3" SHREDDED HARDWOODMULCH, EXTEND OVER BERMCONSTRUCT EARTHENBERM, 4" HIGHREMOVE ALL TWINE AND STRAPS,CUT AND REMOVE BURLAP, REWIRECAGE FROM TOP 1/3 OF ROOTBALL,REMOVE ALL SYNTHETIC MATERIALSBACKFILL WITH PLANTING SOILMIXTURE IN 9" LAYERS. WATEREACH LAYER UNTIL SETTLED. DONOT TAMPBREAK UP SUBGRADEPULL SOIL OR MULCHBACK FROM ROOT CROWN6" MIN.Sign Post DetailN.T.S.01C-501FINISHED GRADESIGN, SEE PLANS FOR FORTYPE, FASTEN WITH BOLTS,NUTS, AND WASHERS OFALUM. OR HOT-DIPPEDGALVANIZED STEELBACKFILL WITH SOILSIGN BOTTOMSIGN POST, 2" CARBON STEELU-POST, PAINTED WITH GREENENAMEL OR GALVANIZED STEEL,3/8" HOLES AT 1" 0.C.Tree PlantingN.T.S.08C-501PLAN VIEWFINISHEDGRADENOTES:1. STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING.2. CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THE TREE TRUNK, MAKINGSURE TO EXPOSE THE ROOT CROWN.3. HAND PRUNE ROOTS THAT ARE VISIBLY CIRCLING OR STRANGLING THE ROOTBALL4. DO NOT DAMAGE MAIN ROOTS OR DESTROY ROOT BALL WHEN INSTALLING TREE STAKE.6. WATER THOROUGHLY AFTER INSTALLATION.7. REMOVE TREE RINGS AND STAKES TWO YEARS AFTER INSTALLATION.8. ALL TREES MUST BE TAGGED AND APPROVED BY CONSULTANT WITHIN 14 DAYS AFTER TENDER CLOSING. 12 0 . 0 °8" MIN.3" DIAMETER X 8' CEDAR STAKEABOVE GROUND TO LOWEST BRANCHESDOUBLE STRAND OF 12 GAUGE GALVANIZEDWIRE, TWISTED (THREE GUYS PER TREE,SPREAD 120° APART), LOCATE 6" FROMTOP OF STAKE UP TO LOWEST BRANCHESGARDEN HOSEFRICTION GUARDREMOVE ALL TWINE AND STRAPS, CUT ANDREMOVE BURLAP AND WIRE CAGE FROM TOP1/3 OF ROOTBALL, REMOVE ALL SYNTHETICMATERIALS, IF NECESSARY CAREFULLYREMOVE SOIL TO EXPOSE ROOT CROWNCONSTRUCT EARTHEN BERM,4" HIGH, FLOOD WITH WATERTWICE IN FIRST 24 HOURS4" SHREDDED HARDWOOD MULCH,EXTEND OVER BERMBACKFILL WITH NATIVE BACKFILLIN 9" LIFTS, WATER EACH LAYERUNTIL SETTLED, DO NOT TAMPBREAK SUBSOILWITH A PICKEDGE OF MULCH RING2X ROOT BALLEDGE OF MULCH RING TO BE8" MIN. OUTSIDE OF WHERESTAKES ENTER GROUNDTree Protection FenceN.T.S.07C-50108/12/2022AJVAJVAS NOTEDEASEAS7 of 9C-501DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEDETAILS (1)A 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.com P:\22-024\CAD\SHEETS\22-024 C-500.DWG | 12/28/2022 11:42:52 AM Check DamN.T.S.07C-502SECTION B-BPROFILE1.5'MIN.SECTION A-AB9"MIN.B18"112124" MAX. @ CENTER 6"1121HAH (FT)X = SLOPE (FT/FT)AXSPACING VARIESDEPENDING ONCHANNEL SLOPEFILTER FABRICCONSTRUCTION SPECIFICATIONS1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES ANDLOCATIONS SHOWN IN THE PLAN.2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THEDOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTINGAROUND THE DAM.4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITHSTONE OR LINER AS APPROPRIATE.5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOTSUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2 ACRES.CUTOFF TRENCH18" WIDE6" DEEPTOESLOPESAME ELEVATIONCREST24" MAX@ CENTERCUTOFF TRENCHDESIGN BOTTOMFILTERFABRICInsert Inlet ProtectionN.T.S.04C-502LIFTSTRAPSOVERFLOW PORTS,REQUIREDCATCH BASINGRATEREINFORCEDCORNERSDUMPINGSTRAPSCATCH BASIN INLETCONTAINMENTAREA, MIN. 24"SILT SACK BY DANDYPRODUCTS, INC. ORAPPROVED EQUIVALENTRiprap Outlet ProtectionN.T.S.03C-502END SECTIONSFROM STRUC.DIA.(IN.)INV(FT.)QPEAK(CFS)d50(IN.)La(FT.)W(FT.)T(IN.)CB-218 326.90 7.94MIN. MIN. MIN. MIN.CB-424324.70 17.77MIN. MIN. MIN. MIN.SLOT DRAIN10 325.81 2.01MIN. MIN. MIN. MIN.PLANLIMIT OF RIP-RAPSECTIONTOP OF RIP-RAP TOELEVATION OF PIPECENTERLINE ON SIDESLOPES OF CHANNEL1:2MAX.FILTER FABRIC, MIRAFI140N OR APPROVEDEQUIVALENTRIP-RAP ON EACHSIDE OF PIPERIP-RAPDO (3)DOLaW (DO+La)18"12" MIN.T, 12" MIN.18"LaRIP-RAP DIMENSIONSD50(IN.)dMAX(IN.)NYSDOT STONEFILL EQUIVALENTMIN. BLANKETTHICKNESS, T(IN.)4 6FINE (620.02)126 9LIGHT (620.03)149 14LIGHT (620.03)201218MEDIUM (620.04)271522MEDIUM (620.04)321827HEAVY (620.05)322132HEAVY (620.05)382436HEAVY (620.05)43NOTES:1. MINIMUM APRON LENGTH (La) IS 6 FEET, THE MINIMUM APRON WIDTH (W) IS 7FEET.2. APRON WIDTH AT PIPE SHALL BE THREE (3) TIMES THE PIPE DIAMETER.3. CULVERT INLETS SHALL BE INSTALLED WITH THE MINIMUM DIMENSIONS PROVIDEDUNLESS OTHERWISE NOTED.4. MINIMUM RIP-RAP BLANKET THICKNESS (T) SHALL BE 12" UNLESS OTHERWISENOTED.Sewer-Water CrossingN.T.S.05C-502NOTE:WHEN APPROPRIATE VERTICAL SEPARATION CANNOT BE ACHIEVED THECONTRACTOR SHALL CONSTRUCT ONE OF THE FOLLOWING OPTIONS:1. WITHIN TEN FEET (10') OF CROSSING CONSTRUCT SEWER FROMC-900 PVC PRESSURE PIPE. TEST TO 150 PSI TO ASSUREWATER-TIGHTNESS.2. ENCASE EITHER THE WATER MAIN OR SEWER MAIN IN AWATER-TIGHT CARRIER PIPE. CARRIER PIPE MATERIAL SHALL BEC-900 PVC PRESSURE PIPE OR C-906 HDPE PRESSURE PIPE.DSANITARY OR STORM SEWER1/2 LONE FULL LENGTH (L)18" MIN. BOTTOM OF SEWERMAIN TO TOP OF WATER MAINSANITARY OR STORM SEWERWATER MAIN|SEWER MAIN|STORM SEWER18" MIN. TOP OF SEWER MAINTO BOTTOM OF WATER MAINPLAN VIEWPROFILE12' MIN.50' MIN.50' MIN.6" MIN.PAVEMENTEXISTING12' MIN.GROUNDEXISTINGCLOTHFILTERSTONE PAVEMENT10' MIN.10' MIN.(OPTIONAL)MOUNTABLE BERMPAVEMENTEXISTING3'5:11. STONE SIZE - USE 1-4 INCH STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30FOOT MINIMUM LENGTH WOULD APPLY).3. THICKNESS - NOT LESS THAN 6 INCHES.4. WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE 4.INGRESS OR EGRESS OCCURS. 24 FOOT IF SINGLE ENTRANCE TO SITE.5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTIONENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL AMOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILLPREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALLSEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BEREMOVED IMMEDIATELY.8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE ANDWHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACHRAINFALL EVENT.Construction EntranceN.T.S.06C-502Catch BasinN.T.S.02C-502NOTE:INSTALL INLETPROTECTION SIMULTANEOUSWITH INSTALLATION OFCATCH BASIN4" TO 12" OF GRADEADJUSTMENT, USECONCRETE GRADE RINGSOR APPROVED EQUIVALENTSEE UTILITYPLAN FOR SHAPEAND SIZE12" SUMP, MIN.12"MIN.12"MIN.CATCH BASIN FRAME ANDGRATE AS MANUFACTURED BYNEENAH FOUNDRY COMPANY,PATTERN NO. R-3561PRECAST CONCRETE DRAINAGESTRUCTURE AS MANUFACTUREDBY FORT MILLER COMPANYAPPROVED GRANULAR BACKFILLMATERIAL COMPACTED TO 95%STANDARD PROCTOR DENSITYUNDISTURBEDSUBGRADEPIPE, AS SHOWN ONSITE/UTILITY PLANSGROUT FRAMEFINISHED GRADE, GRADE PERSITE/GRADING PLAN DIRECTINGDRAINAGE TO CATCH BASINManhole (Storm)N.T.S.08C-50224"OR30"12" SUMP8"DIAMETERPER PLAN12" O.C.12",TYP.4" MIN.,12" MAX.NOTES:1. APPROVED FLAT TOPS MAY BE UTILIZED FOR SHALLOW STRUCTURES.THE TOP SHALL BE DESIGNED FOR H20 LOADING. THE OPENINGSHALL BE PLACED OVER THE STRUCTURE STEPS.2. EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.3. ENTIRE STRUCTURE SHALL BE BACKFILLED WITH GRAVEL THOROUGHLYCOMPACTED IN 12" MAXIMUM LIFTS WHEN INSTALLED IN EXISTING ORPROPOSED TOWN RIGHT-OF-WAY.12" COMPACTED SUBBASE,NYSDOT TYPE 4INTEGRAL WALLAND BASE SECTIONPRECAST CONCRETEMANHOLE SLAB TOP(H-20 LOADING)COMPACTED SUBBASE,NYSDOT TYPE 4, TYP.PIPEPIPEPRECAST REINFORCEDCONCRETE MANHOLESECTIONS BY FORTMILLER CO.,INC. ORAPPROVED EQUIVALENTBUTYL ROPE OR APPROVEDEQUIVALENT, TYP.Z-LOK STM BOOT CONNECTOROR APPROVED EQUIVALENTMORTAR INSIDE AND OUTSHIM COURSESAS REQUIRED TOBRING FRAME TOFINISHED GRADESTEEL REINF. (GRADE 60)COPOLYMER POLYPROPYLENEMANHOLE STEPS; M.A.INDUSTRIES OR APPROVEDEQUIVALENT*SEE PLANS FOR COVER TYPE*30" SQ. COVER, NEENAH R-155724" RND. COVER, NEENAH R-1878-AGLOR APPROVED EQUIVALENTS12"FLOWFLOWTypical Utility Trench DetailN.T.S.01C-502NOTE:1. COMPACTED PIPE ZONE BACKFILL AND BEDDING TO BEGRANULAR BEDDING PER SPECIFICATIONS OR A.O.B.E.2. TRENCH BACKFILL TO BE SELECT FILL IN LAWN ORNON-SURFACED AREAS, NYSDOT TYPE 2 SUBBASE FORPAVEMENTS AND HARDSCAPE AREAS.3. ALL EXCAVATION AND TRENCHING SHALL COMPLY WITHOSHA REQUIREMENTS AND ALL STATE AND LOCAL SAFETYREGULATIONS.RESTORE ALL DISTURBEDSURFACES IN KINDLESSER OF3*OD OR OD + 24"OD12"LIMIT OFEXCAVATIONPIPE ZONE BACKFILLAND BEDDINGTRENCH EXCAVATION, AS REQUIRED TRENCHBACKFILL08/12/2022AJVAJVAS NOTEDEASEAS8 of 9C-502DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEDETAILS (2)A 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.comConcrete WashoutN.T.S.09C-5028' MIN.8' MIN.CONCRETE WASHOUT AREAMINIMUM 8'x8'x2'(LxWxD)SIGN IDENTIFYINGSITE AS A CONCRETEWASHOUT AREAPAVED ROADWAYFENCE10' WIDE CRUSHED STONEENTRANCE FROM PAVED ROAD TOWASHOUT AREA12" NO. 1 CRUSHED STONEFROM PAVED ROAD TOWASHOUT AREASLOPE TO FACILITYMAINTENANCE:1. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED ORLEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED OR REPLACEDIMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETESHOULD BE PUMPED TO A STABILIZED AREA, SUCH AS A GRASS FILTER STRIP.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF THE STORAGECAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BEPUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITIONLANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED ANDACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULDBE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF TWO (2)FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TOPREVENT EROSION.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUTFACILITY.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGESARE TAKING PLACE IN NON-DESIGNATED AREAS.2' MIN.PLASTIC LINER10MILS MINIMUM100' MIN. TYP DRAINAGESWALES, STORMDRAIN INLETS,WETLANDS,STREAMS ANDOTHER SURFACEWATERSEARTHEN BERM, SANDBAGS, STONE, OROTHER STRUCTURALAPPURENANCEPLASTIC LINER ANCHOREDBEYOND TOP OF PIT WITHEARTHEN BERM, SANDBAGS, STONE, OR OTHERSTRUCTURAL APPURENANCENOTE:ALL CONCRETE WASHOUT FACILITIES SHALLBE CONSTRUCTED IN ACCORDANCE TO THE2016 NEW YORK STATE STANDARDS ANDSPECIFICATIONS FOR EROSION AND SEDIMENTCONTROL MANUAL, SECTION 2, PAGE 2.24:STANDARD AND SPECIFICATION FOR CONCRETETRUCK WASHOUT.FENCEPAVED ROADWAYCONCRETE WASHOUT AREAMINIMUM 8'x8'x2' DEEPAASECTION A-ASediment Trap - Pipe OutletN.T.S.13C-502FLOWEMBANKMENT SECTION THRU RISER4.0'MIN.12"W10.0'1.0'1'-6"MIN.5.0'MAX.* RISER EMBEDDED 9" INTO CONCRETEOR1/4" METAL PLATE WELDED ALL AROUND.CONSTRUCTION SPECIFICATIONS:1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED ANDSTRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREASHALL BE CLEARED.2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OFROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER-SIZEDSTONES, ROCKS, ORGANIC MATERIAL, OR OTHER OBJECTIONABLEMATERIAL. THE EMBANKMENT SHALL BE COMPACTED BYTRAVERSING WITH EQUIPMENT WHILE IT IS BEINGCONSTRUCTED.3. VOLUME OF SEDIMENT STORAGE SHALL BE 1,800 CUBIC FEETPER ACRE OF CONTRIBUTORY DRAINAGE.4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITSORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATEDTO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENTSHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH AMANNER THAT IT WILL NOT ERODE.5. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN ANDREPAIRS MADE AS NEEDED.6. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH AMANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED.7. THE STRUCTURE SHALL BE REMOVED AND AREA STABILIZED WHENTHE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.8. ALL FILL SLOPES SHALL BE 2:1 OR FLATTER; CUT SLOPES 1:1OR FLATTER.9. ALL PIPE CONNECTIONS SHALL BE WATERTIGHT.10. THE TOP 2/3 OF THE RISER SHALL BE PERFORATED WITH ONE(1) INCH DIAMETER HOLES OR SLITS SPACED SIX (6) INCHESVERTICALLY AND HORIZONTALLY AND PLACED IN THE CONCAVEPORTION OF PIPE. NO HOLES WILL BE ALLOWED WITHIN SIX(6) INCHES OF THE HORIZONTAL BARREL.11. THE RISER SHALL BE WRAPPED WITH 1/4 TO 1/2 INCHHARDWARE CLOTH WIRE THEN WRAPPED WITH FILTER CLOTH(HAVING AN EQUIVALENT SIEVE SIZE OF 40-80). THE FILTERCLOTH SHALL EXTEND SIX (6) INCHES ABOVE THE HIGHESTHOLE AND SIX (6) INCHES BELOW THE LOWEST HOLE. WHEREENDS OF THE FILTER CLOTH COME TOGETHER, THEY SHALL BEOVER-LAPPED, FOLDED AND STAPLED TO PREVENT BYPASS.12. STRAPS OR CONNECTING BANDS SHALL BE USED TO HOLD THEFILTER CLOTH AND WIRE FABRIC IN PLACE. THEY SHALL BEPLACED AT THE TOP AND BOTTOM OF THE CLOTH.13. FILL MATERIAL AROUND THE PIPE SPILLWAY SHALL BE HANDCOMPACTED IN FOUR (4) INCH LAYERS. A MINIMUM OF TWO(2) FEET OF HAND COMPACTED BACKFILL SHALL BE PLACEDOVER THE PIPE SPILLWAY BEFORE CROSSING IT WITHCONSTRUCTION EQUIPMENT.14. THE RISER SHALL BE ANCHORED WITH EITHER A CONCRETE BASEOR STEEL PLATE BASE TO PREVENT FLOTATION. FOR CONCRETEBASED THE DEPTH SHALL BE TWELVE (12) INCHES WITH THERISER EMBEDDED NINE (9) INCHES. A 1/4 INCH MINIMUMTHICKNESS STEEL PLATE SHALL BE ATTACHED TO THE RISER BYA CONTINUOUS WELD AROUND THE BOTTOM TO FORM AWATERTIGHT CONNECTION AND THEN PLACE TWO (2) FEET OFSTONE, GRAVEL, OR TAMPED EARTH ON THE PLATE.EXCAVATE IF NECESSARYFOR STORAGEOUTLET PROTECTIONEARTH EMBANKMENTALL SLOPES 2:1OR FLATTERPERFORATED RISER14" TO 12" HARDWARE CLOTHWITH FILTER FABRICSECURELY FASTENEDW = DIAMETEROF RISER (>24")RIPRAPPROTECTIONPROVIDEWATERTIGHTCONNECTIONACCEPTABLEWATER TIGHTJOINTSIZINGST#1ST#2BARREL DIAMETER (IN): 12 12RISER DIAMETER(IN): 12 12DRAINAGE AREA (AC): 0.8 0.8DESIGN VOLUME (CF): 1,500 1,500Slope StabilizationN.T.S.12C-502BURY ENDS OFBLANKET, TYP.TOPSOIL, SEED AND MULCH AS REQUIRED AS SOONAS PROPOSED ELEVATIONS ACHIEVED.INSTALL EROSION CONTROL BLANKET ON ALLSLOPES 1 ON 3 OR STEEPER OR NOT REQUIRINGRIP-RAP. USE EROSION BLANKETS TYPE SC150BN, STAPLE PATTERN "A", AS MANUFACTUREDBY NORTH AMERICAN GREEN OR APPROVED EQUAL.NOTES:1. ANCHOR BLANKETS AT TOP OF SLOPE IN 6" DEEP x 6" WIDE TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING.2. EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH A 4" OVERLAP.3. MID-SLOPE BLANKETS SHALL HAVE A MINIMUM OVERLAP OF 4".6"6"GRADE SLOPEBURY PERMANUFACTURER'SINSTRUCTIONS, TYP.*AERATION INCLUDES THE USE OF MACHINES SUCH AS TRACTOR-DRAWN IMPLEMENTS WITH COULTERSMAKING A NARROW SLIT IN THE SOIL, A ROLLER WITH MANY SPIKES MAKING INDENTATION IN THESOIL, OR PRONGS WHICH FUNCTION LIKE A MINI-SUBSOILER.**SOIL RESTORATION PER "DEEP RIPPING AND DE-COMPACTION, DEC 2008."https://www.dec.ny.gov/docs/water_pdf/infildecom08.pdfSOIL RESTORATION REQUIREMENTSTYPE OF SOIL DISTURBANCESOIL RESTORATIONREQUIREMENTSCOMMENTS/EXAMPLENO SOIL DISTURBANCERESTORATION NOT PERMITTEDPRESERVATION OF NATURALFEATURESMINIMAL SOIL DISTURBANCERESTORATION NOT REQUIREDCLEARING AND GRUBBINGAREAS WHERE TOPSOIL ISSTRIPPED ONLY - NO CHANGE INGRADEHSG A & B: APPLY SIX INCHES(6") OF TOPSOILHSG C & D: AERATE* AND APPLYSIX INCHES (6") OF TOPSOILPROTECT AREA FROM ANYONGOING CONSTRUCTIONACTIVITIESAREAS OF CUT OR FILLHSG A & B: AERATE* AND APPLYSIX INCHES (6") OF TOPSOILHSG C & D: APPLY FULL SOILRESTORATION**HEAVY TRAFFIC AREAS ON SITE(ESPECIALLY IN A ZONE 5-25FEET AROUND BUILDINGS BUTNOT WITHIN A 5 FOOTPERIMETER AROUND FOUNDATIONWALLS)APPLY FULL SOILRESTORATION** (DE-COMPACTIONAND COMPOST ENHANCEMENT)KEEP CONSTRUCTION EQUIPMENTFROM CROSSING THESE AREAS.TO PROTECT NEWLY INSTALLEDPRACTICE FROM ANY ONGOINGCONSTRUCTION ACTIVITIESCONSTRUCT A SINGLE PHASEOPERATION FENCE AREAAREAS WHERE RUNOFF REDUCTIONOR INFILTRATION PRACTICESARE APPLIEDRESTORATION NOT REQUIRED,BUT MAY BE APPLIED TOENHANCE THE REDUCTIONSPECIFIED FOR APPROPRIATEPRACTICEREDEVELOPMENT PROJECTSSOIL RESTORATION** ISREQUIRED ON REDEVELOPMENTPROJECTS IN AREAS WHEREEXISTING IMPERVIOUS AREAWILL BE CONVERTED TOPERVIOUS AREA.Soil Stockpile StabilizationN.T.S.11C-5021. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BEDRY AND STABLE.2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1: 23. SILT FENCE SHALL BE PLACED 10-FEET DOWNSLOPE OFEACH PILE. UPON COMPLETION OF SOIL STOCKPILING,TOPSOIL SHALL BE STABILIZED WITH SEED AND MULCHIF NOT TO BE DISTURBED/UTILIZED WITHIN 14 DAYS.4. SEE ADDITIONAL DETAILS FOR INSTALLATION OF SILTFENCE.5. TEMPORARY PERIMETER DIKES MAY BE REQUIRED TODIRECT CLEAN RUNOFF FROM STOCKPILE AREAS. REFERTO EROSION AND SEDIMENT CONTROL PLAN.NOTE:STOCKPILE HEIGHTNOT TO EXCEED 16'UNDISTURBED GROUND36" MIN. LENGTH FENCEPOSTS DRIVEN MIN. 16"INTO GROUND.16"MIN.4"EMBED FILTER CLOTHA MIN. OF 6" IN GROUND.SECTION VIEW10' MAX. C. TO C.36" MIN. FENCE POSTPERSPECTIVE VIEWWOVEN WIRE FENCE (MIN. 14 1/2GAUGE W/ MAX. 6" MESH SPACING)WITH FILTER CLOTHCOMPACTED SOILFLOWF L O W F L O W 20"MIN.8" MIN.HEIGHT OF FILTER= 16" MIN.WOVEN WIRE FENCE(MIN. 14 1/2 GAUGEW/ MAX. 6" MESH SPACING)Silt FenceN.T.S.10C-502CONSTRUCTION SPECIFICATIONS1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRETIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE ORHARDWOOD.2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCEWITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALLBE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BEOVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BEEITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVEDEQUIVALENT.4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVEDEQUIVALENT.5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVEDWHEN "BULGES" DEVELOP IN THE SILT FENCE. P:\22-024\CAD\SHEETS\22-024 C-500.DWG | 12/28/2022 11:42:58 AM Observation WellN.T.S.05C-5034" PEA GRAVEL ORRIVER STONE6" PVC THREADED CAP,FLUSH WITH GROUNDSURFACEPERFORATED 6"PVC PIPESET PIPE ON BRICKOR CONCRETE BLOCKUNDISTURBEDMATERIALFILTER FABRIC,MIRAFI 140N ORAPPROVED EQUALCLEAN WASHED #2STONE2'∅, MIN.4' MIN.SAND FILTER 6"-8"BASIN/POND BOTTOMStormwater Management SignageN.T.S.04C-503NOTES:1. COORDINATE WITH DESIGNENGINEER TO OBTAIN PROJECTIDENTIFICATION NUMBER.2. IN LIEU OF A SEPARATE POSTAND BASE SIGNAGE MAY BEMOUNTED TO NEARBY FENCINGOR LIGHT POLES USINGSTAINLESS STEEL BAND CLAMPS0.080"ALUMINIUM SIGNPANEL, BAKEDENAMEL FINISHGALZANIZEDSTEEL POST,2" U-CHANNELWITH 716" HOLESAT 1" 0.C.24"6"8"∅60"STORMWATER MANAGEMENT PRACTICEINFILTRATION BASINPROJECT IDENTIFICATION:SPDES NYR______MUST BE MAINTAINED INACCORDANCE WITH O&M PLANNO NOT REMOVE OR ALTERANTI-CORROSIVE COATINGON PORTION OF POST INCONTACT WITH CONCRETE2,500 PSI CONCRETESLOPE TOP OFCONCRETE BASEFINISHED GRADEDATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comIT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145 FOR ANYPERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THEALTERING ENGINEER SHALL AFFIX TO THE DOCUMENT THEIR SEAL, THE NOTATION"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION.COPYRIGHT © 2022 VERITY ENGINEERING, D.P.C. ALL RIGHTS RESERVED.881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.com08/12/2022AJVAJVAS NOTEDEASEAS9 of 9C-503DUPLAINVILLE ROAD WAREHOUSE INDUSTRIAL DEVELOPMENT DUPLAINVILLE RD | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEDETAILS (3)A 12/16/22 AJVINITIAL SUBMISSION ---- ---- ---- ---- ---- ---- ---- ---- ----Sewer - Building DrainN.T.S.07C-5032'-6" MAX.4' MIN., UNLESSOTHERWISE NOTED NOTES:1. BUILDING DRAIN SHOWN IS SUBJECT TOFINAL APPROVED BUILDING PLANS PERTOWN OF COLONIE.3"MIN.FOOTINGFOUNDATIONWALL4" CLEANOUT PLUG OR FRAMEAND COVER, SEE DETAILFINISH FLOORCONNECT 6" PVC SDR 26 TOBUILDING DRAIN WITH RUBBERGASKETED COUPLING6" PVC SDR 26 (ASTM D3034)PIPE TO SANITARY SEWER MHOR MAIN (MIN. 2.0% SLOPE)4" SCH. 40 PVC(ASTM D2665)BUILDINGDRAINFINISHED GRADE4" CLEANOUT RISER TOGRADE, SCH. 40 PVCBUILDINGDRAINBUILDINGSEWER Sewer - ManholeN.T.S.08C-503STEEL REINF. (GRADE60) COPOLYMERPOLY[PROPYLENEMANHOLE STEPS; M.A.INDUSTRIES ORAPPROVED EQUIVALENTMANHOLE SECTIONS,SET FRAME INMORTAR BEDMANHOLE COVER ANDGRADE RING, SEEDETAIL THIS SHEETJOINT; BUTYL ROPE ASPRIMARY JOINT SEALER(1" DIA.)12"GRANULARBEDDINGINLET AND FORMEDBENCH, SEE DETAILTHIS SHEETTABLE"D" DIA."T" WALL THICKNESS4'-0"5" MIN.5'-0"6" MIN.USE AIR ENTRAINED CONCRETE 4000 PSI MIN.WET CAST ONLY (ENTRAINED AIR 5%-8%)SEWER PIPESEWER PIPE"T" WALLTHICKNESSPER TABLE℄ COVER"D" DIA. (PER PLAN)24" DIA.MIN.Sewer - Invert, Channel, and BenchwallsN.T.S.09C-503IN INVERTFORMSMOOTHCURVETRACER WIRE,SEE NOTE 1ALIGN 0.8 DEPTHS OFDIFFERENT SIZE PIPESTRACER WIRE,SEE NOTE 1NOTES:1. TRACER WIRE SHALL TERMINATE BETWEEN THE MANHOLE FRAME AND GRADEADJUSTMENT, DO NOT TERMINATE AT CORE LOCATION.SLOPE TOP OFBENCHWALL 2"PERFOOT (TYP.)STEEL TROWELSMOOTH ALLCHANNEL &BENCHWALLSURFACESPIPESOLIDCAST-IN-PLACECONCRETE AIRENTRAINED4000PSI MINSAWED HALFPIPE MAY BEUSEDINVERTSECTION "B"SECTION "A"CHANNEL DEPTH0.8(ID)0.8(ID)STANDARD INVERTSMOOTH DROPINVERT FILLETONE-WAY INVERTMULTIPLE INVERTPLAN0.10' MIN.DROP ACROSSMANHOLE0.8(ID)MAX.DROP2'OUT INVERTFORMSMOOTHCURVEAB B ±2" PIPEPROJECTION INTOMANHOLE, TYP.Infiltration Basin IB-5N.T.S.03C-50332032533013RIP-RAP WEIRELEV: 325.5012" CLAY LINER,SEE NOTE #1PERMANENTPOOLFOREBAY 1INFILTRATION BASINWATER QUALITY NOTES:REFER TO THE STORMWATER POLLUTIONPREVENTION PLAN AND STORMWATERMANAGEMENT REPORT FOR WATER QUALITYCALCULATIONS.INFILTRATION BASINRRV REQ'D: 9,031RRV PROVIDED: 16,419*** ALL WQv PROVIDED BY RUNOFFREDUCTION TECHNIQUESSTORMELEVATIONVOL. (CF)1-YR 324.36 5,73410-YR 324.77 13,79725-YR 325.07 20,122100-YR 325.79 36,174PROFILESECTION130%3131135'5'6"SPILLWAYFILTER FABRIC MIRAFI140N OR APPROVEDEQUIVALENTTOP OF BASIN(IB#5)ELEV:325.00TOP OF BASIN(IB#5)ELEV:325.00TOP OF SPILLWAY(IB#5)ELEV:324.50TOPSOIL, SEED & MULCHTERMINATE RIP-RAPAT EXISTING GRADERIP-RAP, NYSDOTLIGHT STONE FILLTOPSOIL, SEED& MULCHTOP OF SPILLWAY(IB#5)ELEV:324.50RIP-RAP, NYSDOTLIGHT STONE FILL,12" MIN. DEPTHOBSERVATIONWELL, SEE DETAILTHIS SHEETNOTES:1. FOREBAY TO RECEIVE 12" CLAY LINER, (MINIMUM 50% PASSING THE#200 SIEVE AND A MAXIMUM PERMEABILITY OF 1 X 10-5 CM/SEC)MATERIAL TO BE APPROVED BY THE ENGINEER.2. AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION BASINSERVE AS A SEDIMENTATION BASIN. DRAINAGE SHALL NOT BE DIRECTEDTOWARD THE PRACTICE UNTIL ALL CONSTRUCTION HAS CEASED AND AUNIFORM VEGETATIVE COVER WITH A DENSITY OF 80% OVER THE ENTIREPERVIOUS SURFACE HAS BEEN ESTABLISHED.3. REFER TO SHEET C-121 FOR AREAS OF FILL. ALL PLACED FILL SHALLHAVE A MINIMUM INFILTRATION RATE OF 10"/HR.4. ALL FILL MATERIAL SHALL BE INSPECTED BY THE ENGINEER PRIOR TOPLACEMENT.RIP-RAP SPILL WAYELEV.: 324.50RIP-RAP SPILLWAYELEV: 325.50320325330FOREBAY 1INFILTRATIONBASIN13PERMANENTPOOLFOREBAY 2321322323324325326327328322323324325326327328329329SWALESWALEINLETS, SEESHEET C-12112" CLAY LINER,SEE NOTE #1FOREBAY 2Infiltration Basin IB-4N.T.S.02C-503RIP-RAP WEIRELEV: 325.5012" CLAY LINER,SEE NOTE #1PERMANENTPOOLPROFILESECTION130%3131135'5'6"SPILLWAYFILTER FABRIC MIRAFI140N OR APPROVEDEQUIVALENTTOP OF BASIN(IB#4)ELEV:326.00TOP OF BASIN(IB#4)ELEV:326.00TOP OF SPILLWAY(IB#4)ELEV:325.50TOPSOIL, SEED & MULCHTERMINATE RIP-RAPAT EXISTING GRADERIP-RAP, NYSDOTLIGHT STONE FILLTOPSOIL, SEED& MULCHTOP OF SPILLWAY(IB#4)ELEV:325.50RIP-RAP, NYSDOTLIGHT STONE FILL,12" MIN. DEPTHRIP-RAP SPILL WAYELEV.: 325.50INLETS, SEESHEET C-12112" CLAY LINER,SEE NOTE #1PERMANENTPOOL32032533013FOREBAY 2INFILTRATION BASINWATER QUALITY NOTES:REFER TO THE STORMWATER POLLUTIONPREVENTION PLAN AND STORMWATERMANAGEMENT REPORT FOR WATER QUALITYCALCULATIONS.INFILTRATION BASINRRV REQ'D: 2,615RRV PROVIDED: 4,755*** ALL WQv PROVIDED BY RUNOFFREDUCTION TECHNIQUESSTORMELEVATIONVOL. (CF)1-YR 325.21 1,20910-YR 325.55 3,87825-YR 325.76 5,840100-YR 326.21 10,370NOTES:1. FOREBAY TO RECEIVE 12" CLAY LINER, (MINIMUM 50% PASSING THE#200 SIEVE AND A MAXIMUM PERMEABILITY OF 1 X 10-5 CM/SEC)MATERIAL TO BE APPROVED BY THE ENGINEER.2. AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION BASINSERVE AS A SEDIMENTATION BASIN. DRAINAGE SHALL NOT BE DIRECTEDTOWARD THE PRACTICE UNTIL ALL CONSTRUCTION HAS CEASED AND AUNIFORM VEGETATIVE COVER WITH A DENSITY OF 80% OVER THE ENTIREPERVIOUS SURFACE HAS BEEN ESTABLISHED.3. REFER TO SHEET C-121 FOR AREAS OF FILL. ALL PLACED FILL SHALLHAVE A MINIMUM INFILTRATION RATE OF 10"/HR.4. ALL FILL MATERIAL SHALL BE INSPECTED BY THE ENGINEER PRIOR TOPLACEMENT.320325330FOREBAY 1INFILTRATIONBASIN328327326325322FOREBAY 113FOREBAY 2331330329322OBSERVATIONWELL, SEE DETAILTHIS SHEETSWALESewer - CleanoutN.T.S.06C-5034" CONCRETETERMITE BLOCKSFOR SUPPORTSOLID COVER TO BE LABELED"SEWER" FOR SANITARY SEWER AND"STORM" OR "DRAIN" FOR STORMSEWER OR ROOF LEADERSFINISHEDGRADECLEANOUT FRAME, MODEL#18111 AS MANUFACTURED BYGENERAL FOUNDRIES, INC.,NORTH BRUNSWICK, NJCLEANOUT ADAPTERAND PLUG45° BEND, TYP.45° BEND OR WYEPVC (SIZEPER PLAN)10-1/2"Thrust BlockingN.T.S.10C-503WH GRADEBE C ADWNOTES:1.DO NOT COVER BELLS OR FLANGES WITH CONCRETE2. WRAP ALL FITTINGS WITH VISQUEEN3. BACK ALL TEES ACCORDING TO SIZE OF BRANCH4. BACKING FUTURE LINE EXTENSIONS SHALL BE SUCH THATLATER REMOVAL IS POSSIBLE5. ALL BENDS WHERE FITTINGS ARE USED, BOTH HORIZONTAL ORVERTICAL SHALL BE BACKED6. REACTION BACKING TABLE IS BASED ON A UTILITY MAINSTATIC PRESSURE OF 150 P.S.I. AND SOIL BEARINGPRESSURE OF 2,000 lb./sq.ft. ADDITIONAL BACKING MAY BEREQUIRED IN SOME AREAS AS DIRECTED BY ENGINEERS7. ALL CONCRETE SHALL BE 2500 P.S.I. MIN.0.70 31.01.25 2.5 0.751.37 4 1.0 1.75 3.0 1.252.53 4.5 1.0 2.25 4.0 1.751.05 3.5 1.0 1.07 3.0 0.572.06 4.5 1.0 2.07 3.5 1.573.80 5 1.0 3.07 4.5 2.570.20 3 0.5 2.10 2.0 1.600.38 3 0.5 1.85 3.0 1.350.71 4.0 1.0 1.60 3.5 1.100.4 0.9 1.50.6 1.3 1.50.9 1.8 1.51.2 2.4 1.51.0 2.0 1.00.8 1.7 1.51.2 2.4 1.51.7 3.3 1.52.2 4.5 1.91.9 3.8 1.51.0 2.1 1.51.5 2.9 1.52.1 4.1 1.62.8 5.6 2.32.3 4.7 1.9BENDWATER ORSEWER MAIN2 #6 BARSMINIMUMVOLUME OFCONCRETE(CU. YD.)MINIMUM ALLOWABLEDIMENSIONS FOR VERTICALTHRUST BLOCKS (FEET)BENDMINIMUM HORIZONTAL THRUST BLOCKDIMENSIONS, IN FEET, TO BE POUREDAGAINST UNDISTURBED SOILBENDVERTICAL THRUST BLOCKHORIZONTAL THRUST BLOCK FOR BENDSHORIZONTAL THRUST BLOCK FOR TEES AND PLUGSCONCRETETHRUST BLOCK2 #6 BARSUNDISTURBED SOILCONCRETETHRUST BLOCKUNDISTURBED SOILAACLAH GRADEBENDCONCRETETHRUST BLOCKUNDISTURBED SOILBENDCONCRETETHRUST BLOCKUNDISTURBED SOILUTILITY MAINTRENCHWALL, TYP.CALA TEE OR PLUGCONCRETE THRUSTBLOCKUNDISTURBED SOILGRADETEE OR PLUGCONCRETETHRUST BLOCKUNDISTURBED SOILUTILITY MAIN, TYP.TRENCH WALL, TYP.CLELEVATIONPLANPLANELEVATION A-AELEVATIONPLANNOTE: WIDTH (W) OF BLOCK SHALL NOTEXCEED TWICE THE HEIGHT (H).4" x 1114°4" x 2212°4" x 45°8" x 1114°8" x 2212°8" x 45°10" x 1114°10" x 2212°10" x 45°4" x 1114°4" x 2212°4" x 45°4" x 90°4" TEE OR PLUG8" x 1114°8" x 2212°8" x 45°8" x 90°8" TEE OR PLUG10" x 1114°10" x 2212°10" x 45°10" x 90°10" TEE OR PLUGInfiltration Basin IB1-IB3N.T.S.01C-503WATER QUALITY NOTES:REFER TO THE STORMWATER POLLUTIONPREVENTION PLAN AND STORMWATERMANAGEMENT REPORT FOR WATER QUALITYCALCULATIONS.INFILTRATION BASIN #1RRv REQ'D: 6,593RRv PROVIDED: 11,986*** ALL WQv PROVIDED BY RUNOFFREDUCTION TECHNIQUESSTORMELEVATIONVOL. (CF)1-YR 328.82 4,51910-YR 329.58 12,42725-YR 329.98 17,601100-YR 330.69 28,84NOTES:1. AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION BASIN OR FOREBAY SERVE AS A SEDIMENTATION BASIN. DRAINAGE SHALL NOTBE DIRECTED TOWARD THE PRACTICE UNTIL ALL CONSTRUCTION HAS CEASED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF80% OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ESTABLISHED.FOREBAYFOREBAYFOREBAYINFILTRATIONBASININFILTRATION BASININFILTRATION BASIN #2RRv REQ'D: 11,365RRv PROVIDED: 20,664*** ALL WQv PROVIDED BY RUNOFFREDUCTION TECHNIQUESSTORMELEVATIONVOL. (CF)1-YR 328.62 10,04710-YR 329.18 26,23225-YR 329.52 36,233100-YR 330.19 57,889FOREBAYINFILTRATIONBASIN38'3'3'3'7'-6"3'7'-6"12.512.512.512.512.512.53'3'9'7'-6"7'-6"3'9'7'-6"7'-6"AFFIX BASKETS TOGETHER WITH WIRE TIES,TWO (2) PER SIDEGABION BASKETS (3" MESH)3'X3'X3'331.25328.25330.75331.25328.25330.75331.25328.25330.75INFILTRATION BASIN #3RRv REQ'D: 4,075RRv PROVIDED: 7,409*** ALL WQv PROVIDED BY RUNOFFREDUCTION TECHNIQUESSTORMELEVATIONVOL. (CF)1-YR 328.78 3,17710-YR 329.43 8,09025-YR 329.78 11,112100-YR 330.43 17,5103'OBSERVATIONWELLOBSERVATIONWELLOBSERVATIONWELLINFILTRATION BASIN #3INFILTRATION BASIN #1INFILTRATION BASIN #2