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20221117 26 Freedom Way Site Plan Plans
25'60'65'195'90'135'90'90'90'90'Ex. 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-RapLandscapingLEGENDSheet List TableSheet NumberSheet TitleSheet Description1C-000Cover and Notes2V-101Existing Conditions and Demolition Plan3C-101Site Plan4C-121Grading, Erosion and Sediment Control5C-161Planting Plan6C-191Lighting Plan7C-501Details (1)8C-502Details (2)9C-503Details (3)N1 of 9C-000AGROCHEM EXPANSION BUILDING ADDITION 26 FREEDOM WAY | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATECOVER AND NOTES05/16/2022AJVBTSAS NOTEDEASEASA 11/28/22 AJVSUBMISSION - --- - --- - --- - --- - --- - --- - --- - --- - --- P:\20-015\CAD AMENDMENT\SHEETS\20-015 C-500.DWG | 12/06/2022 06:35:44 PM AGROCHEM EXPANSIONBuilding Addition26 Freedom Way | City of Saratoga Springs | Saratoga County | New York StateSITE PLANSNovember 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'USGS MAP1" = 2,000'ZONING MAP1" = 1,000'DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION 881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.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.Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comNOTICE OF DECISION:SITE PLAN APPROVAL GRANTED ON 06, MAY 2021 BYTHE CITY OF SARATOGA SPRINGS. NOTICE OFDECISION # 20210198 330328329331330327328329332 333330327328329331 330 327 328 329 331330329331330 327328329331332 325 326326 32632732832933 1 331330328329326327328ABANDON OR REMOVEPIPING, IF ABANDONEDFILL WITH FLOWABLE FILLABANDON OR REMOVEPIPING, IF ABANDONEDFILL WITH FLOWABLE FILLLIMITS OFPAVEMENTREMOVALLIMITS OFPAVEMENTREMOVALREMOVE AND SALVAGEEXISTING DRY WELLS,FRAMES, AND GRATES,STOCKPILE ON-SITEREMOVE EXISTINGCONCRETE SIDEWALKCOORDINATE RELOCATIONOF GAS METERS WITHUTILITY PROVIDERREMOVE EXISTINGCONCRETE SIDEWALKSAW-CUT EXISTINGPAVEMENTSAW-CUT EXISTINGPAVEMENTSAW-CUT EXISTINGPAVEMENTSAW-CUT EXISTINGPAVEMENT EXISTING TREETO BE REMOVEDEXISTING TREESTO BE RELOCATEDSEE SHEET 161 FORADDITIONAL INFORMATIONEXISTING TREESTO BE RELOCATEDSEE SHEET 161 FORADDITIONAL INFORMATIONEXISTING SHRUBSTO BE REMOVEDREMOVE EXISTING PLANTINGSSTORM SEWER TO BERELOCATED13C-50113C-501REMOVE AND SALVAGEEXISTING DRY WELLS,FRAMES, AND GRATES,STOCKPILE ON-SITEREMOVETREES ANDVEGETATIONPROPOSEDTREE LINEPROPOSEDTREE LINE330328329 331332 333 2 of 9V-101AGROCHEM EXPANSION BUILDING ADDITION 26 FREEDOM WAY | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEEXISTING CONDITIONSAND DEMOLITION PLAN05/16/2022AJVBTSAS NOTEDEASEASA 11/28/22 AJVSUBMISSION - --- - --- - --- - --- - --- - --- - --- - --- - --- P:\20-015\CAD AMENDMENT\SHEETS\20-015 V-100.DWG | 12/06/2022 06:35:57 PM NDEMOLITION NOTES:1. ALL DEMOLITION MATERIALS SHALL BE REMOVED ANDDISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OFALL REGULATORY AGENCIES, INCLUDING: CITY OF SARATOGASPRINGS, NEW YORK STATE DEPARTMENT OF ENVIRONMENTALCONSERVATION, AND ALL OTHER AGENCIES.2. ALL DEMOLITION MATERIALS SHALL BE DISPOSED OF AT ANAPPROVED AND PERMITTED FACILITY FOR THEIR RESPECTIVEMATERIAL.3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANDCOMPLYING WITH ALL REQUIRED PERMITS.4. EXISTING UTILITY CONNECTIONS (WATER, SANITARY SEWER,GAS, ELECTRIC, TELEPHONE, CABLE) SHALL BE TERMINATEDAT THE SERVICE MAIN IN ACCORDANCE WITH UTILITYCOMPANY REQUIREMENTS. ALL ON-SITE PIPING, WIRING,AND CONDUIT SHALL BE REMOVED AS INDICATED BY THESEDRAWINGS.5. THE CONTRACTOR IS RESPONSIBLE TO CONTACT ANDCOORDINATE ALL WORK WITH UTILITY COMPANIES.6. THE CONTRACTOR IS RESPONSIBLE TO MINIMIZE THE AMOUNTOF DUST AND NOISE POLLUTION GENERATED DURINGDEMOLITION OPERATIONS.7. IF HAZARDOUS WASTE IS ENCOUNTERED DURING DEMOLITIONWORK, THE CONTRACTOR SHALL CEASE WORK IMMEDIATELY,CONTACT THE APPROPRIATE REGULATORY AGENCIES, ANDCONTACT THE DESIGN ENGINEER. THE CONTRACTOR SHALLCOMPLY WITH ALL JURISDICTIONAL REQUIREMENTS.HAZARDOUS WASTE MUST BE REMOVED BY A PERMITTEDHAZARDOUS WASTE CONTRACTOR TO A PERMITTED HAZARDOUSWASTE SITE.8. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO,REMOVAL OF: TREES, VEGETATION, SURFACE PAVEMENTS, ANDALL OTHER STRUCTURES NOT SCHEDULED TO REMAIN.SUBBASE SHALL NOT BE REMOVED UNLESS SPECIFICALLYCALLED FOR BY THESE DRAWINGS.9. ALL DEPRESSIONS IN THE GROUND SURFACE RESULTING FROMDEMOLITION WORK SHALL BE BACKFILLED WITH CLEAN,GRANULAR FILL IN ACCORDANCE WITH NEW YORK STATEDEPARTMENT OF TRANSPORTATION SPECIFICATIONS SECTION203. FILL SHALL BE COMPACTED TO A MINIMUM 90%STANDARD PROCTOR DENSITY AND PLACED IN 12" LIFTSMAXIMUM.10. TREE PRESERVATION AND PROTECTION: A MINIMUMTHREE-FOOT (3') HIGH PROTECTIVE FENCE WILL BE ERECTEDAROUND ALL LARGE TREES AT THE DRIP LINE TO PREVENTDAMAGE DURING CONSTRUCTION. SILT FENCE MATERIALS MAYBE USED FOR THIS PURPOSE. THE LARGE TREES TO BEPROTECTED WILL BE FIELD IDENTIFIED.11. NO VEGETATIVE DEBRIS SHALL BE BURIED ON SITE.SPECIAL NOTES:1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WASCOMPILED FROM A MAP TITLED SURVEY OF LOT 6A W.J.GRANDE INDUSTRIAL PARK SUBDIVISION STREET ADDRESS 26FREEDOM WAY 'AGROCHEM FARM AND DAIRY PRODUCTS,' DATED21 JUNE, 2016 PREPARED BY GILBERT VANGUILDER LANDSURVEYOR, PLLC OF CLIFTON PARK, NEW YORK AND ADIGITAL FILE TITLED "TOPO 5-7-15.DWG" TRANSMITTED VIAEMAIL ON 19 NOVEMBER, 2020.2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTIONREFERENCE ONLY AND ARE NOT INTENDED TO MONUMENT THEPROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL STRUCTURES, OR ANY OTHER IMPROVEMENT.3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELDVERIFICATION BY EXCAVATION. UTILITIES SHOWN DO NOTPURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIESLOCATED UPON OR ADJACENT TO THE SUBJECT PARCEL.DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION 881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.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.Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.com1 inch = ft.( IN FEET )GRAPHIC SCALE03015306012030 25'60'65'195'90'135'XXXXXXXXXXPROPOSED LOT LINE26 FREEDOM WAYPROPOSED AREA: 6.206 AC.EXISTING AREA: 4.821 AC.15' SIDE SETBACK30' REAR SETBACK15' SIDE SETBACK 40' FRONT SETBACK26 SPACES11 SPACES EXISTING BUILDING28 SPACESR= 5 0 'R=5'R=10'R=50'R=20'R=20'R=5'TYP.R=19'R=25'R=2'R=25'R = 2 0 'R=5'MH-1RIM:327.47'(8") INV IN:323.90'(8") INV OUT:323.80'MH-2RIM:330.20'(8") INV OUT:325.02'EX-MHRIM:326.80'(8") INV IN:322.98'8" SDR-35 PVC280 LF @ 0.40%EX. 8" SDR-35 PVC208 LF @ 0.40%0+001+002+003+004+004+9790'90'90'90'R=60'R=80'R=70'R=25'07C-50108C-50101C-50106C-50104C-50102C-50103C-50109C-50212C-50107C-502EXTENDEXISTING ROADWAY(FREEDOM WAY)PROPOSEDSTORMWATERMANAGEMENTAREASCREENEDDUMPSTERENCLOSUREINTEGRAL CONCRETE SLABAND WALL BY OTHERSRETAINING WALLBY OTHERSSNOW SCRAPPERMAINTAINEXISTINGENTRANCECONCRETEWALKPROPOSEDASPHALTFLUSHCURBPROPOSEDGENERATORSTEPS BYOTHERSENTRY PADBY OTHERSENTRY PADBY OTHERSBIKERACKASPHALTCURBINGADA PARKINGROADWAYTYP.60' WIDE INGRESS/EGRESSEASEMENT TO BE GRANTEDTO LOT 6A500' FIREHYDRANT RADIUSUTILITY NOTE:WATER AND SEWER SERVICE WILL BE EXTENDEDFROM THE EXISTING BUILDING. NO NEWCONNECTIONS ARE PROPOSED AT THIS TIME.EXISTING WELLPROPOSED UNDERGROUNDINFILTRATION TRENCH(SEE C-121 FORADDITIONAL INFORMATION)PROPOSED UNDERGROUNDINFILTRATION TRENCH(SEE C-121 FORADDITIONAL INFORMATION)TEMPORARY EASEMENTTO BE GRANTED TOTHE CITY OFSARATOGA SPRINGSRETAINING WALLTO REMAINASPHALT07C-501GRAVELPARKING(±0.267 AC.)PROPOSED ADDITION8,100 SF.FFE: 331.8R = 2 'R=70'R=88'50'12'198.01'84.53'89.82'24' 30'24'18'9' 18'9'36'10'24'16'24'20'25.38'15.3'24'231.8'111.1'108.40'123.90'108.22'CONTRACTOR SHALL PERFORMTEST EXCAVATION PRIOR TOCONSTRUCTION OF SEWER TOLOCATE EXISTING MAIN,CONFIRM INVERT ANDCOORDINATE WITH DESIGNENGINEERR=35'ENTRY PADBY OTHERSENTRY PADBY OTHERSENTRY PADBY OTHERSEXISTING LOT LINE 124.46'124.77'R=5'PROPOSEDASPHALTPROPOSEDASPHALTPROPOSED ADDITION16,050 SF.FFE: 331.8PROPOSEDASPHALT12'52'26'43'143.71'N6° 29' 04.3"W-0+13.00 - 4+90.00SEWER EXTENSION PROFILE300305310315320325330335340345350355360300305310315320325330335340345350355360-0+13 0+00 25 50 75 1+00 25 50 75 2+00 25 50 75 3+00 25 50 75 4+00 25 50 75 4+90-0+13 0+00 25 50751+00 25 50752+00 25 50753+00 25 50754+00 25 50754+90MH-1RIM:327.47'(8") INV IN:323.90'(8") INV OUT:323.80'EX-MHRIM:326.80'(8") INV IN:322.98'MH-2RIM:330.20'(8") INV OUT:325.02'8" SDR-35 PVC280 LF @ 0.40%DRIVEWAYDRIVEWAYCONTRACTOR SHALL PERFORM TESTEXCAVATION PRIOR TO CONSTRUCTIONOF SEWER TO LOCATE EXISTING MAIN,CONFIRM INVERT, AND COORDINATEWITH DESIGN ENGINEEREXISTINGGRADEPROPOSED GRADEEXISTING SEWER MAIN, COORDINATEINSPECTION WITH LOCAL AUTHORITY HAVINGJURISDICTION PRIOR TO CONSTRUCTION3 of 9C-101AGROCHEM EXPANSION BUILDING ADDITIONSITE PLAN05/16/2022AJVBTSAS NOTEDEASEASA 11/28/22 AJVSUBMISSION - --- - --- - --- - --- - --- - --- - --- - --- - --- P:\20-015\CAD AMENDMENT\20-015 SITE.DWG | 12/06/2022 06:36:07 PM 1 inch = ft.( IN FEET )GRAPHIC SCALE03015 306012030NSITESTANDARD NOTES:1. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE ANDLOCAL LAWS, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TOTHE STATE ENVIRONMENTAL QUALITY REVIEW ACT (SEQR), FRESHWATERWETLANDS PERMIT REGULATIONS, THE TOWN GRADING LAWS AND THE TOWNFLOODPLAIN MANAGEMENT LAWS.2. THE APPLICANT SHALL BEAR THE SOLE RESPONSIBILITY FOR ENSURING THATALL IMPROVEMENTS ARE COMPLETED IN ACCORDANCE WITH APPROVED PLANS,SPECIFICATIONS AND STANDARDS.3. THE APPLICANT SHALL BE RESPONSIBLE FOR KEEPING EXISTING PUBLICHIGHWAYS AND ADJACENT LANDS FREE OF DEBRIS, SOIL AND OTHER MATTERWHICH MAY ACCUMULATE DUE TO CONSTRUCTION RELATED TO THE SITE.SPECIAL NOTES:1. TOPOGRAPHIC AND UTILITY INFORMATION SHOWN WAS COMPILED FROM A MAPTITLED SURVEY OF LOT 6A W.J. GRANDE INDUSTRIAL PARK SUBDIVISIONSTREET ADDRESS 26 FREEDOM WAY 'AGROCHEM FARM AND DAIRY PRODUCTS,'DATED 21 JUNE, 2016 PREPARED BY GILBERT VANGUILDER LAND SURVEYOR,PLLC OF CLIFTON PARK, NEW YORK AND A DIGITAL FILE TITLED "TOPO5-7-15.DWG" TRANSMITTED VIA EMAIL ON 19 NOVEMBER, 2020.2. THE OFFSETS OR DIMENSIONS SHOWN ARE FOR CONSTRUCTION REFERENCEONLY AND ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TOGUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES, OR ANY OTHERIMPROVEMENT.3. UNDERGROUND UTILITIES SHOWN ARE SUBJECT TO FIELD VERIFICATION BYEXCAVATION. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE ORREPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SUBJECTPARCEL.4. THE 2016 DEVELOPMENT PLAN APPROVED ON JULY 22,2015 INCLUDEDCONSTRUCTION OF A 33,817 SQ. FT. STRUCTURE, FOUR (4) LOADINGDOCKS, 4 GRADE-ACCESS VEHICLE DOORS, ONE (1) COVERED TRAILER BAYAND PARKING FOR 25 VEHICLES INCLUDING COMPANY VEHICLES ALONG WITHUTILITY SERVICE CONNECTIONS AND STORMWATER MANAGEMENT PRACTICES.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 ONTHE NATIONAL GEODETIC VERTICAL DATUM. 1929.3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BELEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR TO A LOCATIONAPPROVED BY THE CITY ENGINEER.4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THECITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONSBY THE DESIGN PROFESSIONAL ARE REQUIRED. THE COST OF THECONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THEAPPLICANT/DEVELOPER.5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDINGINSPECTOR IF ANY BLASTING IS REQUIRED FOR THE PROJECT.6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUES BY THEDEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET ORRIGHT-OF-WAY IF ANY CITY STREET ROAD OR ALLEY.7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINEDTO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLICROAD.8. A CERTIFICATE OF OCCUPANCY CANNOT BE ISSUES UNTIL ALL SITE WORK ISCOMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, AND AN AS-BUILTDRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE CITY ENGINEER.SITESITE STATISTICSADDRESS: 26 FREEDOM WAYTAX MAP: 177.-1-62.212 & 177.-1-67AREA: 270,364 SF. (±6.20 AC.)ZONE: IND-G (INDUSTRIAL, GENERAL)USE: WAREHOUSE (EXISTING)IND-GSITEMIN. LOT SIZE 40,000 SF. 270,364 SF.MIN. AVG. WIDTH 200 FT. ±643 FT.PRINCIPAL BLDG. COVERAGE 40 % ±21.44 %ACCESSORY BLDG. COVERAGE 30 %0 %MIN. FRONT SETBACK 40 FT. ±123.9 FT.MIN. REAR SETBACK 30 FT. ±84.5 FT.MIN. SIDE SETBACK (EACH) 15 FT. ±89.8 FT.MIN. SIDE SETBACK (TOTAL) 30 FT. ±198.1 FT.PRINCIPAL MAX. HEIGHT 50 FT.<50 FT.ACCESSORY TO PRINCIPAL 10 FT.N/A FT.ACCESSORY TO FRONT LINE 40 FT.N/A FT.ACCESSORY TO REAR LINE 10 FT.N/A FT.ACCESSORY TO SIDE LINE 10 FT.N/A FT.MIN. GREENSPACE 30 % ±35.84 %PARKING (WAREHOUSE)REQUIRED: 1 SPACE PER 2 EMPLOYEES AND 1 PER COMPANYVEHICLE (100 EMP. * 1/2) + 10 COMPANY VEH. = 60 SPACESPROVIDED:65 SPACES (INCLUDING 3 ADA)LOT COVERAGEEXISTINGPROPOSEDBUILDINGS:33,817 SF. 57,967 SF. (21.44%)PAVEMENTS:46,228 SF. 115,610 SF. (42.76%)GREEN SPACE:129,958SF.96,787SF. (35.80%)210,003 SF. 270,364 SF.ZONING MAP1" = ±2,000'USGS QUAD.1" = ±2,000'26 FREEDOM WAY | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEDATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION 881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.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.Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comPROPERTY LINEEXISTING ASPHALTSIDEWALKWALLSETBACKLEGENDPROPOSED ASPHALT 25'60'65'195'90'135'XXXXXXXXXX90'90'90'90'INFILTRATIONBASIN #1INFILTRATION BASIN #2 (EXISTING)1%2%14% 15% 16%6%7%2%2%1%2%2%3%3%3%3%2%9%2%2%4%3:1 SFSFSFSFSFSF330329331IT#1IT#2TP#1TP#2TP#3IT#6IT#3IT#4IT#5TP#4EXISTING EAVETRENCH (4' X 80')EXISTING EAVETRENCH (4' X 66')EXISTING EAVETRENCH (4' X 144')08C-50304C-50302C-50307C-50303C-50203C-50201C-50302C-50205C-50309C-50304C-50206C-50306C-5038%15%33%33%31%31%33%33%3%4%330330 330330328328328329329329329331331331331332332 3303 2 7 3 2 8329 331TP#5IT#7TP#6IT#8TP#7IT#9325325326326327327328 328329328 328329329329329329 1%33%2%1%1%32532332432632732832%327 3283283293291%2%331320 320325 325 INSTALL ANDMAINTAINSILT FENCEINSTALL ANDMAINTAINCONSTRUCTIONENTRANCESTOCKPILEAREALIMITS OFDISTURBANCE(±4.85 ACRES)RIPRAP OUTLETPROTECTIONUNDERGROUND INFILTRATIONTRENCH (I-1 #2)INSPECTION PORTTYP. OF FOUR (1)CB 4 (36" X 36")RIM:329.75INV IN:325.71INV OUT:325.7124" HDPE5 LF @ 0%UNDERGROUND INFILTRATIONTRENCH (I-1 #2)CB 3 (36" X 36")RIM:329.75INV IN:325.71INV OUT:325.7124" HDPE5 LF @ 0%INSPECTION PORTTYP. OF FOUR (3)STORMWATERMANAGEMENTSIGNAGESTORMWATERMANAGEMENTSIGNAGERIPRAP OUTLETPROTECTION06C-503STORMWATERMANAGEMENTSIGNAGE330329 331 FOREBAY33%1%1%2%8" N12 HDPE204 LF @ 1.62%8" N12 HDPE16 LF @ 1.41%INV:327.85INV:328.0515" N12 HDPE259 LF @ 1.08%INV:325.008" N12 HDPE45 LF @ 1.23%12" N12 HDPE114 LF @ 0.52%24" CMP SLOTTED DRAIN178 LF @ 0.28%INV:324.00INV:323.50INV:323.5013%12%10%33%34%NDS-1RIM: 330.80'INV OUT: 328.30' (8")NDS-3RIM: 330.10'INV OUT: 328.60' (8")NDS-2RIM: 330.60'INV OUT: 328.08' (8")CB-2RIM: 330.08'INV IN: 326.40' (12")INV IN: 328.05' (8")INV OUT: 326.30' (15")CB-1RIM: 330.26'INV IN: 327.85' (8")INV OUT: 327.00' (12")INSTALL AND MAINTAINCONCRETE WASHOUTSFSFSFSFSFSFSFSFSPILLWAY01C-503328.313 2 8 . 1 0 3 2 9 . 9 0330.503 3 0 . 5 0331.50327.80 3 3 1 . 1 9 3 3 1 . 3 1 3 3 1 . 3 0331.60331.75330.49 330.28330.25328.56329.09328.47 331.70329.04329.35328.60329.11329.08331.02330.86330.703 2 9 . 8 8329.90329.573 3 1 . 7 8 3 3 1 . 0 7 3 3 0 . 8 0 330.883 3 0 . 1 2 3 3 0 . 1 3 3 3 0 . 4 7 3 3 1 . 0 7 331.33330.85331.50329.26328.90329.72327.803 3 1 . 5 0 331.10330.53328.52326.78 3 3 0 . 2 5 3 3 0 . 5 0 331.40331.263 3 1 . 2 0 3 2 9 . 8 9 328.493 2 7 . 3 9329.553 2 7 . 7 5 328.86 326.50327.80 323.003 3 1 . 2 0 331.70331.703 3 1 . 6 0 329.83331.70330.20329.75329.75327 . 9 5 328 . 2 0 327 . 9 5 3 2 7 . 2 5 326.63328.00330.68329.29329.65 329.10327.80327.803 3 1 . 5 6 3 2 7 . 4 1 3 2 7 . 1 0 331.40327.093 2 6 . 8 0326.50326.50 326.50328.753 3 0 . 5 0 331.043 3 0 . 7 2328.97328.08 330.10329.94 328.32 328.08329.7311C-5024 of 9C-121AGROCHEM EXPANSION BUILDING ADDITION 26 FREEDOM WAY | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEGRADING, EROSION ANDSEDIMENT CONTROL05/16/2022AJVBTSAS NOTEDEASEASA 11/28/22 AJVSUBMISSION - --- - --- - --- - --- - --- - --- - --- - --- - --- P:\20-015\CAD AMENDMENT\20-015 GRAD.DWG | 12/06/2022 06:36:23 PM 1 inch = ft.( IN FEET )GRAPHIC SCALE03015306012030NEROSION & SEDIMENT CONTROL PLAN NOTES:1. ALL PROPOSED EROSION CONTROLS SHALL BE INSTALLED PRIOR TOBEGINNING OF CONSTRUCTION. FINAL LOCATION AND CONSTRUCTION SHALLBE REVIEWED BY A QUALIFIED PROFESSIONAL.2. REMOVE EROSION CONTROLS ONLY UNDER THE AUTHORIZATION OF AQUALIFIED PROFESSIONAL.3. CONTRACTOR MUST PROTECT ALL SURFACE WATERS FROM SILTATION DURINGCONSTRUCTION WITH APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITEDTO, PLACING STRAW BALES AND SILT FENCING AROUND WORK.4. EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN ARE THEMINIMUM REQUIRED. ADDITIONAL MEASURES MAY BE REQUIRED, BASED ONFIELD CONDITIONS, DURING CONSTRUCTION AS DIRECTED BY A QUALIFIEDPROFESSIONAL.5. EROSION AND SEDIMENT CONTROL METHODS SHALL COMPLY WITH THE NEWYORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENTCONTROL, LATEST EDITION.6. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTEDPERIODICALLY AND AFTER EACH RAINFALL EVENT. THE CONTRACTOR SHALLREPAIR THE EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY ANDAS DIRECTED BY A QUALIFIED PROFESSIONAL.7. ALL TEMPORARY EXPOSED FACES OF EARTH CUTS AND FILLS SHALL BEVEGETATED OR PROTECTED FROM EROSION IMMEDIATELY UPON COMPLETIONOF EARTHWORK OR IF WORK IN THESE AREAS IS TO BE SUSPENDED FORFOURTEEN (14) DAYS. PROVISIONS SHALL BE MADE IN ORDER TO MINIMIZETHE AREA TO BE DISTURBED AND TO PREVENT THE CONCENTRATION OFSTORM WATER RUNOFF AND EROSION OF DISTURBED EARTH SLOPES.8. UPON COMPLETION OF GRADING OPERATIONS THE DISTURBED AREAS SHALLBE STABILIZED BY THE FOLLOWING METHODS, DEPENDING UPON THECLASSIFICATION OF THE AREA AS EITHER TO RECEIVE PERMANENT ORTEMPORARY SEEDING:SEED BED PREPARATIONIF AREAS ARE DEEMED AS REQUIRING TOPSOIL THEN APPLY TOPSOIL TO AUNIFORM MINIMUM DEPTH OF FOUR INCHES (4"). TOPSOIL SHALL BEFRIABLE AND LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS, ANDSTONES, AND CONTAIN NO TOXIC MATERIALS. IF TOPSOIL IS DEEMEDUNNECESSARY THEN PREPARE SEED BED BY SCARIFYING COMPACTED AREASAND REMOVING DEBRIS, ROCKS, AND STUMPS. SEEDBED SHALL RECEIVE THEFOLLOWING SOIL AMENDMENTS:8.1. LIME TO A Ph OF 6.08.2. FERTILIZE WITH 600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE (14LBS./1000 SQ. FT) THE SOIL AMENDMENTS SHALL BE WORKED INTO THESEED BED WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLEEQUIPMENT.TEMPORARY SEEDINGSANNUAL RYEGRASS SEED SHALL BE APPLIED AT A RATE OF 0.9 LBS PER1000 SQUARE FEET. USE WINTER RYE IF SEEDING DURINGOCTOBER/NOVEMBER.PERMANENT SEEDINGSSEEDING SHALL CONSIST OF 1 LB PER 1000 SQUARE FEET OF SEEDCONTAINING AT LEAST 50% FAST SPROUTING PERENNIAL RYE GRASS AND10% PINK CLOVER OR ALFALFA. THE SEED MIX SHALL BE SPREAD BYUTILIZING A CYCLONE SEEDER, DRILL, OR CULTIPACK SEEDER. SEEDDEPTH SHALL BE FROM 1/4 TO 1/2 INCH DEEP. SEED MAY ALSO BEAPPLIED BY APPROPRIATE HYDROSEEDING METHODS. ALL SEEDED AREASSHALL BE MULCHED WITH STRAW MULCH APPLIED AT RATE OF 2 TON/ACRE(90 LBS PER 1000 SQUARE FEET) AND ANCHORED WITH "TERRA-TACK" OREQUIVALENT.ROCKWHEN ENCOUNTERED, SHALL BE UNDERCUT A MINIMUM OF 12 INCHES BELOWFINISHED GRADE; BACKFILL OVER THE ROCK SHALL CONSIST OF 8 INCHESOF GRANULAR FILL AND 4 INCHES OF TOPSOIL.9. IF STABILIZATION BY SEEDING CANNOT OCCUR DURING THE RECOMMENDEDSEEDING PERIODS, TOPSOIL, FILL, AND EXCAVATED MATERIALS AREASSHALL BE TEMPORARILY STABILIZED WITH ANCHORED MULCH UNTIL SUCHTIME 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 SHALLBE SEEDED AND/OR MULCHED IMMEDIATELY.12. COMPLY WITH THE APPLICABLE STIPULATIONS SET FORTH IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THISPROJECT.GENERAL CONSTRUCTION SEQUENCETOTAL DISTURBANCE = ±4.85 ACRESPRE-CONSTRUCTION1. OBTAIN PLAN APPROVAL, GRADING PERMIT, ANY EASEMENTS, AND ALL OTHERLEGAL CONTRACTS/PERMITS REQUIRED FOR CONSTRUCTION.2. FLAG THE WORK LIMITS AND MARK TREES AND AREAS FOR PROTECTION ASREQUIRED.3. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTINGCONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CITY OF SARATOGA SPRINGSBUILDING DEPARTMENT, DESIGN ENGINEER, INSPECTING ENGINEER, AND THESWPPP MONITORING PROFESSIONAL.4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT, INLETPROTECTION, AND CONCRETE WASHOUT.5. STAKE OUT CLEARING LIMITS. AREAS OF DISTURBANCE SHALL NOT EXCEEDFIVE (5) ACRES AT ANY TIME. OBTAIN APPROVAL FROM THE CITY OFSARATOGA SPRINGS BUILDING DEPARTMENT TO PROCEED WITH GRADING PERMIT.6. STAKE OUT THE STORMWATER MANAGEMENT AREA, THIS AREA IS TO BE BEPROTECTED FROM HEAVY CONSTRUCTION EQUIPMENT. THIS AREA SHALL ALSONOT BE CONNECTED TO THE STORM SYSTEM UNTIL THE COMPLETION OF THECONSTRUCTION.CONSTRUCTION7. COMPLETE REMOVAL OF EXISTING STRUCTURES, CLEARING AND GRUBBING.8. STRIP AND STOCKPILE TOPSOIL, REMOVE LOOSE SOILS THAT ARE NOTSUITABLE FOR THE PROPOSED IMPROVEMENTS. STOCKPILE WITHIN APPROVEDAREA WITH ADEQUATE PROTECTION.9. PROCEED WITH ROUGH GRADING AND IMPORTING/EXPORTING OF FILL ASREQUIRED.10. TRENCH FOR UTILITIES.11. PREPARE BUILDING PADS AND POUR FOUNDATIONS. INSTALL SUBBASE ANDCURBING.12. INSTALL INFILTRATION BASINS AND DRYWELLS.13. INSTALL PAVEMENTS.POST-CONSTRUCTION14. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR TO PERMANENTLY STABILIZEALL EXPOSED AREA, INCLUDING AREAS THAT HAVE BECOME BARE DUE TOTRAFFIC.15. ENSURE POSITIVE DRAINAGE FLOW AWAY FROM BUILDINGS AND ADJACENTPROPERTIES SO THAT FLOWS HAVE A POSITIVE DIRECTION TOWARDSSTORMWATER COLLECTION DEVICES.16. REMOVE ANY ACCUMULATED SEDIMENT AND ENSURE ALL STORMWATER MANAGEMENTPRACTICES ARE FUNCTIONING CORRECTLY, AND DISCHARGING CLEAN RUNOFF.17. PERFORM FINAL CLEANUP OF DEBRIS, AND REPAIR ANY AREAS THAT WEREAFFECTED FROM CONSTRUCTION.18. REMOVAL OF OVERALL EROSION CONTROL MEASURES MAY ONLY OCCUR WHEN THEPROJECT IS SUFFICIENTLY STABILIZED AND REQUIRES THE APPROVAL OF THECITY OF ALBANY BUILDING DEPARTMENT AND THE SWPPP INSPECTOR.INFILTRATION PRACTICES:INFILTRATION PRACTICES SHALL NOT BE USED AS SEDIMENT TRAPS. ALL CONSTRUCTION RUNOFF SHALL BE DIRECTED TO ANAPPROPRIATE SEDIMENT CONTROL DEVICE. INFILTRATION BASINS MAY ONLY HAVE FLOWS DIRECTED TO THEM ONCE THE SITE HASBEEN STABILIZED BY VEGETATION OR THE INSTALLATION OF SUBBASE. PROVIDE INLET PROTECTION AS IDENTIFIED.CARE SHALL BE TAKEN WHEN CONSTRUCTION ACTIVITY IS NEAR INFILTRATION AREA. COMPACTION SHOULD BE AVOIDED.DE-COMPACTION PRIOR TO VEGETATINGTEST PIT LOGPERFORMED BY: AARON VERA, P.E.DATE: 05/06/2021TP#1 (327.00)0" - 8" TOPSOIL8" - 28" GRAY SAND28" - 40" FINE SAND, LITTLE SILT40" - 84" GRAY SANDNO SIGN OF S.H.G.W.TP#2 (327.20)0" - 8" TOPSOIL8" - 23" SAND, LITTLE SILT23" - 84" GRAY SANDNO SIGN OF S.H.G.W.TP#3 (331.20)0" - 4" TOPSOIL4" - 36" SAND, LITTLE SILT36" - 120" FINE SANDNO SIGN OF S.H.G.W.TP#4 (331.10)0" - 2" TOPSOIL2" - 120" FINE SANDNO SIGN OF S.H.G.W.INFILTRATION TEST LOGPERFORMED BY: AARON VERA, P.E.DATE: 05/07/2021IT#1 11"/HR.IT#2 13"/HR.IT#3 17"/HR.IT#4 2012"/HR.IT#5 9"/HR.IT#6 14"/HR.*DESIGN RATE USED: 5"/HR.DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION 881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.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.Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comTEST PIT LOGPERFORMED BY: AARON VERA, P.E.DATE: 09/09/2022TP#5 (326.63)0" - 8" FINE SAND, LITTLE TOPSOIL8" - 28" GRAY SAND28" - 40" FINE SAND, LITTLE SILT40" - 84" GRAY SAND, FINE SAND & MEDIUM SANDNO SIGN OF S.H.G.W.TP#6 (328.00)0" - 8" TOPSOIL8" - 24" FINE SAND24" - 50" SILTY SAND, LITTLE FINE SAND50" - 84" FINE SANDNO SIGN OF S.H.G.W.TP#7 (330.68)0" - 10" TOPSOIL, LITTLE FINE SAND10" - 84" MEDIUM SAND, LITTLE FINE SANDNO SIGN OF S.H.G.W.INFILTRATION TEST LOGPERFORMED BY: AARON VERA, P.E.DATE: 09/09/2022IT#7 9"/HR.IT#8 9"/HR.IT#9 22"/HR.*DESIGN RATE USED: 5"/HR. 25'60'65'195'90'135'XXXXXXXXXX90'90'90'90'10C-501LAWNLAWNLAWNLAWNLAWNLAWNLAWNLAWN11C-5019C-50113C-501QR3RS16TX7AS16RS8EXISTING TREESEXISTING SHRUBSAPPLY TOPSOIL, SEED AND MULCH TOALL DISTURBED NON SURFACE AREASAPPLY TOPSOIL, SEED AND MULCH TOALL DISTURBED NON SURFACE AREASEXISTINGTREERELOCATED TREES (4)RELOCATED TREE (1)RELOCATED TREE (1)30'7'APPLY TOPSOIL, SEED AND MULCH TOALL DISTURBED NON SURFACE AREASRELOCATED TREES (1)5 of 9C-161AGROCHEM EXPANSION BUILDING ADDITION 05/16/2022AJVBTSAS NOTEDEASEASA 11/28/22 AJVSUBMISSION - --- - --- - --- - --- - --- - --- - --- - --- - --- P:\20-015\CAD AMENDMENT\SHEETS\20-015 C-160.DWG | 12/06/2022 06:36:45 PM LANDSCAPING SCHEDULESYMBOLQTY.SCIENTIFIC NAMECOMMON NAMESIZEDELIVERY/NOTESQR3QUERCUS RUBRANORTHERN RED OAK2.5 - 3" CALB&BTX7 TAXUS MEDIA DENSIFORMIS DENSE JAP. YEW24 - 30"B&BRS24HEMEROCALLIS "RUBY STELLA" RUBY STELLA DAYLILY1 Gal.AS16 ASTILBE FANALASTILBE (RED)1 Gal.LANDSCAPING NOTES:1. ALL PLANTS TO MEET MINIMUM STANDARDS OF THE AMERICAN ASSOCIATES OFNURSERYMAN.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 THEPROJECT, INCLUDING WATERING, STAKING, AND FENCE PROTECTION.4. IF PROPOSED PLANT LOCATIONS CONFLICT WITH UTILITIES, LIGHT POLES, ORCROWD 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 ALLOWSFOR 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 THEOWNER PRIOR TO DELIVERY.8. FINISHED GRADES IN LANDSCAPED ISLANDS SHALL BE ONE INCH (1") LOWERTHAT 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 ANDDEPRESSIONS.PROPOSED TREEEXISTING TREEPROPOSED SHRUBEXISTING SHRUBLANDSCAPE LEGENDN26 FREEDOM WAY | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEPLANTING PLAN-IF A DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN.RELOCATED TREEDATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION 881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.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.Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.com1 inch = ft.( IN FEET )GRAPHIC SCALE03015306012030 25'60'65'195'90'135'XXXXXXXXXX90'90'90'90'EXISTING LIGHTING, TYP.EXISTINGLIGHT POLEWP-AWP-ADECODECODECOWP-AWP-BWP-BWP-AWP-BWP-AWP-B6 of 9C-191AGROCHEM EXPANSION BUILDING ADDITION 05/16/2022AJVBTSAS NOTEDEASEASA 11/28/22 AJVSUBMISSION - --- - --- - --- - --- - --- - --- - --- - --- - --- P:\20-015\CAD AMENDMENT\SHEETS\20-015 C-191.DWG | 12/06/2022 06:37:06 PM N26 FREEDOM WAY | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATE PARKING 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.LABELARRANGEMENT MOUNTING HEIGHT TOTAL WATTSMODEL3DECOSINGLE20 FT.80DECO B824-LED-80-40-T34WP-BWALL12 FT.47CREE C-WP-B-TR-6L-40K5WP-AWALL8 FT.11CREE C-WP-A-ARFC-SM-1L-40K*CONTRACTOR TO PROVIDE FIXTURES AS SPECIFIED OR APPROVED EQUIVALENTS,COORDINATE WITH DESIGN ENGINEER. COLOR SPECIFIED BY OWNER.Light Fixture and Pole Base DetailN.T.S.01C-161NOTES: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-161 FOR FIXTURES,FIXTURE AND POLE COLOR AND POLESTYLE SHALL BE SPECIFIED BY OWNER.COORDINATE SELECTION WITH ENGINEERPRIOR TO INSTALLATION.LIGHT FIXTUREPOLE(HEIGHT = 17.5 FT.)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 = 20'LIGHTING PLANDATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION 881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.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.Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.com1 inch = ft.( IN FEET )GRAPHIC SCALE03015306012030 7 of 9C-501AGROCHEM EXPANSION BUILDING ADDITION 26 FREEDOM WAY | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEDETAILS (1)05/16/2022AJVBTSAS NOTEDEASEASA 11/28/22 AJVSUBMISSION - --- - --- - --- - --- - --- - --- - --- - --- - --- P:\20-015\CAD AMENDMENT\SHEETS\20-015 C-500.DWG | 12/06/2022 06:37:34 PM Concrete SidewalkN.T.S.04C-501SECTION "A"PLANNOTES:1. FINISH CONCRETE EDGES WITH1/4" RADIUS EDGING TOOL.2. MAGNESIUM FLOAT FINISHCONCRETE PERPENDICULAR TODIRECTION 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) JOINTSSPACED NOT MORE THAN 20' APART ANDBETWEEN SIDEWALK AND FOUNDATIONS,PROVIDE 12" X 5" BITUMINOUS JOINTFILLER, SEE DETAIL ABOVE4,000 PSI CONCRETEPREMOLDED BITUMINOUSEXPANSION JOINT FILLER,FULL DEPTH w/SEALANTJOINT EXPANSION (TOBE USED AT FACE OFBLDGS, CURB, ETC.)12"PITCH SIDEWALK316"/FT. AWAY FROM BUILDINGSWIDTH, AS NOTED ON PLAN2"2"6"1" MIN.1" MIN.114" MIN.CONTROLJOINTSMOOTHFINISHADumpster EnclousureN.T.S.01C-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 RODASSEMBLYPLUG PLANTINGN.T.S.11C-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.10C-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.02C-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.09C-501PLAN VIEWFINISHEDGRADENOTES:1. STAKES SHALL BE REMOVED AT THE END OF THE FIRST GROWING SEASON AFTERPLANTING.2. CONTRACTOR IS RESPONSIBLE FOR REMOVING SOIL AND MULCH FROM AROUND THETREE TRUNK, MAKING SURE 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 AFTERTENDER CLOSING.120.0°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 GROUNDAccessible ParkingN.T.S.03C-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.05C-501SLOPE60"X60" MIN.LANDING14" REVEALCONCRETECURBINGELEVATIONNOTES:1. ALL RAMPS SHALL CONFORM TO ALL APPLICABLE FEDERALAND STATE CODES, INCLUDING THE AMERICANS WITHDISABILITIES ACT (ADA).2. ALL RAMPS DESIGNED AT 7.5% SLOPE, AS BUILT RAMPSSHALL NOT EXCEED 8.33%.6"6'-8" (MIN.)LAWNLAWN7.5%6' TRANSITIONCURBWIREBRUSHFINISH5'0" MIN.6'8" MIN.7.5%6'8" MIN.NO CURB REVEAL(14" MAX.)7.5% (8.3% MAX.)7.5% (8.3% MAX.)1.5%(2% MAX.)1.5%(2% MAX.)SLOPENOTES:1. FURNISH BIKE RACK AS MANUFACTURED BY DERO,MINNEAPOLIS, MN., "HOOP RACK".FRONT VIEWEND VIEWPLANISOMETRICBike Rack (Hoop)N.T.S.06C-50135"36"24"Asphalt CurbingN.T.S.08C-5014"12"ASPHALT WEDGECURB, USE TOPCOURSE MATERIALFINISHEDGRADE, SEEGRADING PLANSUBBASE, SEEPAVEMENT DETAILBINDER COURSE,SEE PAVEMENTDETAILTOP COURSE, SEEPAVEMENT DETAILNOTES:1. SUBBASE SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY ASTM D-1557.2. PROOF ROLLING SHALL BE DONE TO VERIFY THE STABILITY AND UNIFORMITYOF SUBGRADE. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER.3. SUBBASE COURSE SHALL HAVE NO MORE THAN (7%) SEVEN PERCENT BY WEIGHTFINER THAN NO. 200 SIEVE.4. CONTRACTOR SHALL PLACE SELECT FILL WHERE REQUIRED TO ACHIEVESUBGRADE ELEVATION. SELECT FILL SHALL BE COMPACTED TO 95% OF THEMAX. DENSITY ASTM D-1557. THE ENGINEER SHALL INSPECT THE SELECTFILL PRIOR TO PLACEMENT.5. STABILIZATION FABRIC SHALL BE MIRAFI 500X OR APPROVED EQUIVALENTCOMPACTED SUBGRADE,SEE NOTE #4STABILIZATIONFABRIC1.5" TOP COURSE,NYSDOT TYPE 62.5" BINDER COURSE,NYSDOT TYPE 312" SUBBASE,NYSDOT TYPE 2,ITEM 304.12Pavement SectionN.T.S.07C-50112" SUBBASE,NYSDOT TYPE 2,ITEM 304.12ASPHALTGRAVELConcrete CurbN.T.S.12C-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.Tree Protection FenceN.T.S.13C-501DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION 881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.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.Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.com 8 of 9C-502AGROCHEM EXPANSION BUILDING ADDITION 26 FREEDOM WAY | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEDETAILS (2)05/16/2022AJVBTSAS NOTEDEASEASA 11/28/22 AJVSUBMISSION - --- - --- - --- - --- - --- - --- - --- - --- - --- P:\20-015\CAD AMENDMENT\SHEETS\20-015 C-500.DWG | 12/06/2022 06:37:37 PM Sewer - CleanoutN.T.S.10C-5024" 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"Sewer-Water CrossingN.T.S.06C-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 MAINCatch BasinN.T.S.02C-502NOTE:INSTALL INLETPROTECTION SIMULTANEOUSWITH INSTALLATION OFCATCH BASIN.4" TO 12" OF GRADEADJUSTMENT, USECONCRETE GRADE RINGSOR APPROVED EQUIVALENT30"12" SUMP, MIN.12"MIN.12"MIN.CATCH BASIN FRAME ANDGRATE AS MANUFACTURED BYNEENAH FOUNDRY COMPANY,PATTERN NO. R-3561PRECAST CONCRETE CATCHBASIN AS MANUFACTUREDBY FORT MILLER COMPANYAPPROVED GRANULAR BACKFILLMATERIAL COMPACTED TO 95%STANDARD PROCTOR DENSITYUNDISTURBEDSUBGRADEPIPE, AS SHOWN ONSITE/UTILITY PLANSPLACE CONCRETEAROUND FRAMEFINISHED GRADE, GRADE PERSITE/GRADING PLAN DIRECTINGDRAINAGE TO CATCH BASINManhole (Storm)N.T.S.05C-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"FLOWFLOWCATCH BASIN HOODAS BY BMP OR APPROVEDEQUIVALENTTypical 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 TRENCHBACKFILLTypical Roadway SectionN.T.S.09C-502NOTES:1. ASPHALT CONCRETE TOP COURSE - 1 1/2" AFTER COMPACTION. NYSDOTITEM 402.128204 - 12.5 F2 TOP COURSE HMA 80 SERIES COMPACTION(TYPE 7)2. ASPHALT CONCRETE BINDER COURSE - 3" AFTER COMPACTION. NYSDOTITEM 402.258904 TYPE 3 - 25 F9 BINDER COURSE HMA, 80 SERIESCOMPACTION3. ASPHALT CONCRETE SHOULDER - 4-1/2" AFTER COMPACTION. NYSDOTITEM 402.128904 - 12.5 F9 T&L OR SHOULDER COURSE HMA, 80 SERIESCOMPACTION4. SUBGRADE COURSE COMPACTED TO 95% MODIFIED PROCTOR MINIMUM.5. A TACK COAT MUST BE APPLIED TO THE BINDER COURSE BEFORE PLACINGTHE TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACINGTHE BINDER COURSE.6. THE CONTRACTOR SHALL INSTALL 4" TOPSOIL IN DISTURBED AREAS TOBE SEEDED THE CONTRACTOR WILL PROVIDE FINE GRADING AND SOILAMENDMENTS.7. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEXGENERAL MIX. OR APPROVED MIX. AT A RATE OF 5 LBS PER 1000 SF.STARTED FERTILIZER (5-10-5) AT 40 LBS PER 1,000 SF AND MULCHEDWITH STRAW OR HYDROSEEDED11' TRAFFIC LANE11' TRAFFIC LANE4' SHOULDER4' SHOULDER1.50' 1.50'60'2.00'GRASSSWALE2.00'GRASSSWALE141414144" MIN. NYSDOT ITEM 303.01OPTIONAL FLEXIBLE SHOULDER12" MIN. SUBBASE (SEE NOTES)ASPHALT CONCRETE (SEE NOTES)14 PER FT SLOPE14 PER FT SLOPE14 PER FT SLOPE14 PER FT SLOPEDOUBLE YELLOW AND WHITE LANE THERMOPLASTICSTRIPPING PER SARATOGA CO. DPW STANDARDSCOMPACTED SUBGRADECLRiprap Outlet ProtectionN.T.S.03C-502NOTES:1. MINIMUM APRON LENGTH (La) IS 6 FEET.2. MINIMUM APRON WIDTH (W) IS 7 FEET.3. MINIMUM D50 IS 4 INCHES, SEE TABLE.4. APRON WIDTH AT PIPE SHALL BE THREE (3)TIMES THE PIPE DIAMETER.5. INLETS SHALL BE INSTALLED WITH THEMINIMUM DIMENSIONS PROVIDED UNLESSOTHERWISE NOTED.6. MINIMUM RIP-RAP BLANKET THICKNESS (T)SHALL BE 12" UNLESS OTHERWISE NOTED.END SECTIONSFROM STRUC.DIA.(IN.)INV(FT.)QPEAK(CFS)d50(IN.)La(FT.)W(FT.)T(IN.)CB-215326.30 3.92MIN. MIN. MIN. MIN.SLOTTED DRAIN24324.00 6.34MIN. MIN. MIN. MIN.NDS-18 328.30 1.63MIN. MIN. MIN. MIN.RIP-RAP DIMENSIONSD50(INCHES)dMAX(INCHES)MIN. BLANKETTHICKNESS(T, INCHES)4612691491420121827152232182732213238243643PLANLIMIT 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)DoLaW18"12" MIN.T, 12" MIN.18"LaInsert Inlet ProtectionN.T.S.04C-502LIFTSTRAPSOVERFLOW PORTS,REQUIREDCATCH BASINGRATEREINFORCEDCORNERSDUMPINGSTRAPSCATCH BASIN INLETCONTAINMENTAREA, MIN. 24"SILT SACK BY DANDYPRODUCTS, INC. ORAPPROVED EQUIVALENTSewer - Invert, Channel, and BenchwallsN.T.S.08C-502IN 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.Sewer - ManholeN.T.S.07C-502STEEL 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.DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION 881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.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.Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comNOTES:1. OPEN-TOP SLOTTED DRAIN PIPE TO BE 24" DIA. CMP,MANUFACTURED BY CONTECH ENGINEERED SOLUTIONS, LLCOR APPROVED EQUIVALENT.2. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVESTRENGTH OF 4,000 PSI.SET TOP OF DRAIN±1/4" BELOWFINISHED GRADE3.00'3"HEAVY-DUTYPAVEMENT SECTIONPIPEBEDDING45.0°2.50'HIGHSLUMPCONCRETE6"6" CONCRETE SLAB,4,000 PSI MIN.,WWF 2.1X2.1VARIES(2" MIN.)24" CMPSEE UTILITY PLAN FORINVERTS AND SLOPE 9 of 9C-503AGROCHEM EXPANSION BUILDING ADDITION 26 FREEDOM WAY | CITY OF SARATOGA SPRINGS | SARATOGA COUNTY | NEW YORK STATEDETAILS (3)05/16/2022AJVBTSAS NOTEDEASEASA 11/28/22 AJVSUBMISSION - --- - --- - --- - --- - --- - --- - --- - --- - --- P:\20-015\CAD AMENDMENT\SHEETS\20-015 C-500.DWG | 12/06/2022 06:37:40 PM *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.04C-5031. 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'Stormwater Management SignageN.T.S.06C-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 GRADESTORMWATER MANAGEMENT PRACTICEUNDERGROUND INFILTRATION TRENCHPROJECT IDENTIFICATION:SPDES NYR______MUST BE MAINTAINED IN ACCORDANCEWITH O&M PLANNO NOT REMOVE OR ALTERUNDISTURBED 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" MESHSPACING)Silt FenceN.T.S.07C-503CONSTRUCTION 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 FENCE WITHTIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVENWIRE, 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 BE EITHERFILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVEDEQUIVALENT.5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES" DEVELOP IN THE SILT FENCE.PLAN 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.08C-503Concrete WashoutN.T.S.02C-5038' 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 BEINSPECTED DAILY. DAMAGED OR LEAKING FACILITIESSHALL BE DEACTIVATED AND REPAIRED OR REPLACEDIMMEDIATELY. EXCESS RAINWATER THAT HASACCUMULATED OVER HARDENED CONCRETE SHOULD BEPUMPED TO A STABILIZED AREA, SUCH AS A GRASSFILTER STRIP.2. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVEDWHEN 75% OF THE STORAGE CAPACITY OF THE STRUCTUREIS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPEDINTO A CONTAINMENT VESSEL AND PROPERLY DISPOSEDOF OFF SITE.3. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN ACONSTRUCTION/DEMOLITION LANDFILL. ON-SITEDISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVEDAND ACCEPTED AS PART OF THE PROJECTS SWPPP. INTHAT CASE, THE MATERIAL SHOULD BE RECYCLED ASSPECIFIED, OR BURIED AND COVERED WITH A MINIMUMOF TWO (2) FEET OF CLEAN COMPACTED EARTH FILLTHAT IS PERMANENTLY STABILIZED TO PREVENT EROSION.4. THE PLASTIC LINER SHALL BE REPLACED WITH EACHCLEANING OF THE WASHOUT FACILITY.5. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURETHAT NO CONCRETE DISCHARGES ARE TAKING PLACE INNON-DESIGNATED AREAS.212' 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-AObservation WellN.T.S.03C-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 BOTTOMInfiltration Basin #1N.T.S.01C-503PROFILESECTION130%3131135'5'6"SPILLWAYRIP-RAP WEIRELEV: 323.00FILTER FABRIC MIRAFI140N OR APPROVEDEQUIVALENTTOP OF SPILLWAYELEV:323.00TOPSOIL, SEED & MULCHTERMINATE RIP-RAPAT BOTTOM OF SLOPERIP-RAP, NYSDOTLIGHT STONE FILLTOPSOIL, SEED& MULCHTOP OF SPILLWAYELEV:323.00RIP-RAP, NYSDOTLIGHT STONE FILL,12" MIN. DEPTHOBSERVATIONWELL, SEE DETAILTHIS SHEETINLETS, SEESHEET C-1213' MINIMUMSEPARATIONTO S.H.G.W.12" CLAY LINER,SEE NOTE #1INLETS, SEESHEET C-121PERMANENTPOOLNOTES:1. FOREBAY TO RECEIVE 12" CLAY LINER, MATERIAL TO BE APPROVED BY THE ENGINEER.2. AT NO TIME DURING CONSTRUCTION SHALL THE INFILTRATION BASIN SERVE AS A SEDIMENTATION BASIN. DRAINAGE SHALLNOT BE DIRECTED TOWARD THE PRACTICE UNTIL ALL CONSTRUCTION HAS CEASED AND A UNIFORM VEGETATIVE COVER WITH ADENSITY OF 80% OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ESTABLISHED.3. REFER TO SHEET C-121 FOR AREAS OF FILL. ALL PLACED FILL SHALL HAVE A MINIMUM INFILTRATION RATE OF 10"/HR.4. ALL FILL MATERIAL SHALL BE INSPECTED BY THE ENGINEER PRIOR TO PLACEMENT.INFILTRATIONBASINFOREBAY315320325FOREBAYINFILTRATION BASINWATER QUALITY NOTES:REFER TO THE STORMWATER POLLUTIONPREVENTION PLAN AND STORMWATERMANAGEMENT REPORT FOR WATER QUALITYCALCULATIONS.INFILTRATION BASIN #1RRV REQ'D: 10,462 FT3 (0.240 af.)RRV PROVIDED: 11,003 FT3 (0.252 af.)WQV REQ'D: 10,462 FT3 (0.240 af.)WQV PROVIDED:11,003 FT3 (0.252 af.)STORMELEVATIONVOL. (CF)1-YR 323.41 16,04310-YR 324.04 24,31425-YR 324.45 30,215100-YR 325.28 43,337INFILTRATION BASINFOREBAYNOTE:EMERGENCY SPILLWAY RIP-RAP SHALL BE GROUTED IN PLACE.3153203253303303103151-YR10-YR25-YR100-YR32332432532232332432531326327326327319320321RIP-RAP SPILL WAYELEV.: 323.00DATE:APPROVED BY:CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:REV. DATE BYDESCRIPTION 881 Murray RoadMiddle Grove, NY 12850518.584.6174munterenterprises.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.Verity Engineering, D.P.C.P.O. Box 474Troy, New York 12181518.389.7200 | verityeng.comUnderground Infiltration TrenchN.T.S.05C-503FEED CONNECTOR, CULTECHVLV FC-24, INSTALL ATFIRST AND LAST CHAMBER OFEACH ROWSYSTEM ELEVATIONSINFILTRATIONTRENCHL W ELEV. A ELEV. BI-1 #1 52.50' 16.00' 325.21 328.75I-1 #231.50' 6.33' 325.21 328.75SYSTEM STATISTICSINFILTRATIONTRENCHROWSCHAMBERS/ROWFEEDCONNECTORSACCESSPORTSI-1 #1 3713I-1 #21411SIDE PORTAL FOR FEEDCONNECTOR, CULTECHVLV FC-24, INSTALLAT FIRST AND LASTCHAMBER OF EACH ROWSECTIONPROFILEPLAN1"-2" CRUSHED WASHEDSTONE, NYSDOT SIZE 3POLYETHYLENE INFILTRATIONCHAMBER, AS MANUFACTURED BYCULTEC, MODEL 330XLHD4" TOPSOIL24" INLET/OUTLETUNCOMPACTEDSUBGRADENON-WOVEN GEOTEXTILE FABRIC,TYPICAL ALL SIDES AND TOP,DO NOT INSTALL ON THEBOTTOM OF SYSTEM, MIRAFI140N OR APPROVED EQUALPOLYETHYLENE LINER SHALL BEINSTALLED BELOW ALL FEEDCONNECTORS, MIN. 8' WIDE,CULTEC NO. 20LPAVEMENT ORTOPSOIL, ASREQUIREDPAVEMENT SUBBASE,IF REQUIRED95% COMPACTED FILL,AS REQUIRED, REFERTO GRADING PLAN95% COMPACTED FILL,AS REQUIRED, REFERTO GRADING PLAN95% COMPACTED FILL,AS REQUIRED, REFERTO GRADING PLAN1-2" CRUSHED WASHEDSTONE, NYSDOT SIZE 324" INLET/OUTLETPOLYETHYLENE LINER SHALLBE INSTALLED AT INLET,MIN. 20' IN LENGTH, MIN.8' WIDE, CULTEC NO. 20LNOTES:1. REFER TO SHEET C-121FOR INSPECTION PORTLOCATIONS30.5"[W]6"6" 30.5"6"6"12"12"12"12"12" MIN.(UNPAVED)42.5"INSPECTION PORT, SEEDETAIL THIS SHEET, SEEPLAN FOR LOCATION(S)ELEV.AELEV. BSTORM EVENTS - I-1 #1STORMEVENTPEAK ELEVATIONPEAK STORAGE(CU. FT.)1-YR325.333310-YR326.1748325-YR326.71852100-YR328.371,739STORM EVENTS - I-1 #2STORMEVENTPEAK ELEVATIONPEAK STORAGE(CU. FT.)1-YR325.21010-YR325.361225-YR325.9271100-YR327.41284>4' SEPARATION TOSEASONAL HIGHGROUNDWATER[L]CATCH BASIN HOOD,SNOUT MODEL 24F ASMANUFACTURED BYBEST MANAGEMENTPRACTICES, INC. OFEAST HADDAM, CT ORAPPROVED EQUIVALENTInspection Port - Underground Infiltration TrenchN.T.S.09C-503PAVEMENTOR FINISHED GRADE12" MIN.24" MIN.SQUARE14.5"10.25"NEENAH FOUNDRY MODEL R-5900-A(OR EQUAL) HEAVY DUTY FRAME AND LID6 IN. SDR-35 / SCH 40 PVC(INSERTED 8 IN. INTO CHAMBER)TRIM CHAMBER INSPECTION PORTKNOCK-OUT TO MATCH O.D. OF6 IN. INSPECTION PORT PIPE6 IN. SDR-35 / SCH.40 PVC COUPLING6 IN. SDR-35 /SCH. 40 PVC RISER6 IN. SDR-35 / SCH. 40PVC END CAP CLEAN-OUTADAPTER W/ SCREW-IN CAPFIELD PLACED CLASS"C" CONCRETE12 IN. SDR-35 /SCH. 40 PVC COLLARMAINTAIN 6 IN. CLEARANCEBETWEEN HEAVY DUTY LIDAND PVC CLEAN-OUT CAPPAVEMENT