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HomeMy WebLinkAbout20260435 56 Duplainville Rd Regeneron Site Plan PlansBRI N E VE1487 X X H3P O 4 VE1487 6 1 CIP 2 2 0VE 148 7 7 0 CIP1 0 0 VE1487 3 0 cGM P G R A D E N A O H VE148 7 2 1 TEC H G R A D E N A O H VE1487 X X == MW MW 1" COPPER PIPE SMH RAILROAD CROSSINGSIGN 30 MPHSIGN GT NO CLEARANCESIGN DERAILSIGN RAILROAD CROSSING SIGN CO SMH SMH SMH SMH SMH SMH CIRF IRF TPED TEL RISER TPED TPED DUPLAINVILLE ROAD/HARRY DRIVESIGN 8" GAS PIPE SMH 12" PVC12" PVC 12" P V C 12" P V C SMH 12 " P V C SMH 12 " P V C SMH 8" P V C 6" P V C TPED CIRF ADAMS ROAD TPEDTPEDTPED IRF TPED CMON DUPLAINVILLE ROAD ADAMS ROAD ADAMS ROAD DUPLAINVILLE ROAD DUPLAINVILLE ROAD CMON IRF ADAMS ROAD Lands Now or Formerly ofBALL METAL BEVERAGE CONTAINER CORP. Book 1758 Page 159 Tax Map ID No. 178.00-1-51 Lands Now or Formerly ofCITY OF SARATOGA SPRINGS Book 1130 Page 279 Tax Map ID No. 177.00-1-16 RIGHT OF WAY LINERIGHT OF WAY LINE RIGHT OF WAY LINE GP1 GP2 GP3 GP4 15' SANITARY SEWER EASEMENT PER L. 1086 P. 5015' 15'15' WATER MAIN EASEMENT PER L. 1086 P. 50 INGRESS/EGRESSEASEMENT PER L. 1505 P. 182 STORM WATERDRAINAGE EASEMENT PER L. 1059 P. 360 INGRESS/EGRESSEASEMENTPER L. 1266 P. 666 TEMPORARY EASEMENTFOR INGRESS/EGRESSPER L. 1505 P. 182 15' SANITARYSEWER EASEMENTPER L. 1086 P. 50 15' 15' 15' WATER MAIN EASEMENT PERL. 1086 P. 50 UTILITY EASEMENTPER L. 1097 P. 98 43 43 50 46 46 BA L L S T O N A V E GEYS E R R D ADAMS RD QUEVIC DR SITE LOCATION L A R K S P U R D R PRELIMINARY - MAY 21, 2026 ©2026 PROJECT NUMBER: PROJECT NO. 25.1294 DRAWING NO. 26-0217 C.T. MALE ASSOCIATES WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ARCHITECTURE - COMMISSIONER'S REGULATIONS PART 69.5. WARNING: IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROFESSIONAL ENGINEERING AND LAND SURVEYING - ART. 145, SECTION. 7209 G-001 25.1294 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 www.ctmale.com GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY NORTH NORTH NEW YORK STATE NIAGARA ERIE ORLEANS MONROE WYOMING WAYNE GENESEE CHAUTAUQUA CATTARAUGUS ALLEGANY LIVINGSTON ONTARIO SCHUYLER SENECA CAYUGA OSWEGO ONONDAGA ONEIDA LEWIS JEFFERSON ST. LAWRENCE FRANKLIN CLINTON ESSEX HAMILTON SARATOGA WARREN MONTGOMERY ALBANY COLUMBIA OTSEGO SCHOHARIE GREENE DELAWARE ULSTER SULLIVAN DUTCHESS ORANGE PUTNAM ROCKLAND WESTCHESTER BRONX KINGS RICHMOND QUEENS NASSAU SUFFOLK MADISON CHENANGO STEUBEN CHEMUNG TIOGA BROOME TOMPKINS SCHE N E C T A D Y YATES WA S H I N G T O N RENSSELAER CORTLAND HERKIMER FULTON CITY OF SARATOGA SPRINGS SITE LOCATION MAP NORTH CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ G - 0 0 1 _ C V R _ R E G E N . d w g SHEET OF 2901 SHEET LIST TABLE Sheet Number Sheet Title Sheet Description 01 COVER SHEET G-001 02 GENERAL NOTES & LEGEND G-002 03 OVERALL SITE VICINITY MAP G-003 04 OVERALL EXISTING CONDITIONS & DEMOLITION PLAN C-100 05 EXISTING CONDITIONS & DEMOLITION PLAN C-101 06 EXISTING CONDITIONS & DEMOLITION PLAN C-102 07 EXISTING CONDITIONS & DEMOLITION PLAN C-103 08 EXISTING CONDITIONS & DEMOLITION PLAN C-104 09 EXISTING CONDITIONS & DEMOLITION PLAN C-105 10 EXISTING CONDITIONS & DEMOLITION PLAN C-106 11 OVERALL PROPOSED SITE PLAN C-110 12 PROPOSED SITE PLAN C-111 13 PROPOSED SITE PLAN C-112 14 PROPOSED SITE PLAN C-113 15 PROPOSED SITE PLAN C-114 16 PROPOSED SITE PLAN C-115 17 PROPOSED SITE PLAN C-116 18 OVERALL SITE LANDSCAPING PLAN C-120 19 EXISTING SITE LIGHTING PLAN C-130 20 PROPOSED SITE LIGHTING C-131 21 CONSTRUCTION LOGISTICS C-140 22 TRUCK ROUTING DIAGRAM C-150 23 SITE DETAILS C-501 24 STORM DETAILS C-502 25 SANITARY SEWER DETAILS C-503 26 WATER DETAILS C-504 27 EROSION & SEDIMENT CONTROL DETAILS C-505 28 LANDSCAPING DETAILS C-506 29 LIGHTING CUT SHEETS C-507 STESSIZE AND TYPE SIZE AND TYPE TYPE SIZE AND TYPE TYPE TYPE TYPE TYPE TYPE ST SIZE AND TYPEES 100100 BL TYPE TYPE STUMP ELEV ELEV BENCHMARK FOUND "X" CUT HYD. BOLT ELEVATION=742.40' USMB NUMBER NUMBER NUMBER LP LP EMH EMTR TRANSTRANS EMH HHHH SSP SSP TSPTSP TSBTSB PCB FCBPCBFCB MB MILE MARKER 7 1410 2307 NB SHRUB SHRUB ST SIZE AND TYPE ST SIZE AND TYPE SS SIZE AND TYPE SS SIZE AND TYPE FM SIZE AND TYPE FM SIZE AND TYPE SMH SMH COCO STMH STMH W SIZE AND TYPE W SIZE AND TYPE CB CBCI CBR CBCBCBCICBR WSO WV HYD WMH WELL WV WSO HYD WMH WELL G SIZE AND TYPE G SIZE AND TYPE GV GD GT GV GD GT CIRF CIRS IPF IRF SMON TMON BL TMONSMON SB GP PC TPTP SB GP PC UE UE E E OHW UT UT TMH TMH TPED UCATVUCATV CPED WLF C-14 WLF-C-14 WLF C-13 WLF SVSV YL IT-4PT-1 EXISTINGPROPOSED SYMBOLFEATURE EXISTINGPROPOSED N.Y.S. MILE MARKER FORCE MAIN HAND HOLE CURB STOP GAS LINE UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE WATER LINE SANITARY SEWER STORM SEWER RAILROAD IRON PIPE/ROD FOUND SQUARE/TRIANGULAR MONUMENT SOIL BORING/GEOPROBE/PAVE CORE GAS TEST ROCK OUTCROP DECIDUOUS/CONIFEROUS SHRUB UTILITY POLE w/LIGHT UTILITY POLE w/GUY CAPPED IRON ROD FOUND CAPPED IRON ROD SET TRAVERSE/BASE LINE POINT WELL CABLE T.V. PEDESTAL TELEPHONE PEDESTAL TRANSFORMER POLICE / FIRE CALL BOX GAS DRIP TRAFFIC SIGNAL POLE CLEAN OUT GAS VALVE WATER VALVE CATCH BASINS TELEPHONE MANHOLE ELECTRIC MANHOLE STORM MANHOLE SANITARY MANHOLE NEWSPAPER BOX U.S. MAIL BOX MAIL BOX RESIDENCE LAMP POST FIRE HYDRANT STREET LIGHT TRAFFIC SIGNAL SUPPORT POLE UTILITY POLE BENCH MARK SPOT ELEVATION HEDGE STUMP DECIDUOUS/CONIFEROUS TREE EDGE OF WOODS ROADS SIDEWALKS CURB / GUTTER GRAVEL ROAD/DRIVEWAY BLACK TOP / CONC. DRIVEWAY FENCE STONE WALL CULVERT w/ END SECTION & PLAIN END DITCH STREAM / RIVER POND/LAKE BOUNDARY RIPRAP CONTOURS BASE LINE / TRAV. PT. BUILDING EASEMENT LINE COUNTY / CITY BOUNDARY ROAD CENTERLINE PROPERTY LINE R.O.W. / ST / HWY BDY SYMBOLFEATURE ELECTRIC METER WETLANDS DELINEATION FLAG WETLANDS SILT FENCE BOX BEAM / CORRUGATED GUIDE RAIL YARD LIGHT TRAFFIC SIGNAL BOX TRAFFIC SIGNAL HEAD WATER MANHOLE SIGN / BILLBOARD OVERHEAD ELECTRIC UNDERGROUND CABLE T.V. TEST PIT UNKNOWN OVERHEAD WIRES SEWER VALVE PERCOLATION/INFILTRATION TEST CONSTRUCTION FENCE M/EMATCH EXISTING SPOT ELEVATION GENERAL NOTES & LEGEND MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 02 G-002 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ G - 0 0 2 _ L E G E N D _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY GENERAL PLANTING NOTES: 1.TOPSOIL, SEED AND ESTABLISH LAWN IN ALL DISTURBED AREAS. 2.ALL SUBSTITUTIONS OF PLANT MATERIALS MUST BE APPROVED BY LANDSCAPE ARCHITECT (L.A.) OR ENGINEER BEFORE INSTALLATION, AND AFTER AWARD OF BID. 3.L.A. ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO PROPERTY OR PERSONAL INJURY OCCURRING DURING CONSTRUCTION OR THEREAFTER. CONTRACTOR IS RESPONSIBLE FOR ALL APPLICABLE INSURANCES. 4.ALL EVERGREEN PLANTS TO BE WILT-PROOFED IN LATE FALL. USE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5.ALL MULCHED PLANTING BEDS TO BE EDGED WITH SPADE TO ALLOW FOR MIN. OF 4" OF LAWN TOPSOIL TO BE PLACED ADJACENT TO MULCHED BED EDGE. ALL LAWN AREAS TO RECEIVE 4" OF TOPSOIL, AS PER SPECIFICATIONS. 6.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO DIGGING. LOCATIONS SHOWN ON UTILITY PLANS ARE APPROXIMATE. CONTACT OWNER OR GENERAL CONTRACTOR FOR PLANS. 7.CONTRACTOR IS TO SUBMIT HYDROSEED MIXES TO L.A. OR ENGINEER FOR APPROVAL. 8.SEE DETAIL SHEET C-506 FOR PLANTING INSTALLATION. ALL TREES GREATER THAN 6' HEIGHT MUST BE STAKED AND GUYED PER DETAIL. 9.PLANTING PITS AND BEDS SHALL BE BACK FILLED TO THE DEPTHS INDICATED ON DETAILS. PREPARED SOIL MIX SHALL CONSIST OF A UNIFORM MIXTURE BY VOLUME OF 5 PARTS TOPSOIL, 2 PARTS PEAT MOSS, 1 PART SAND, AND PLANT FERTILIZER PER SPECIFICATIONS. 10.MULCH MATERIAL SHALL BE A HARDWOOD SHREDDED BARK MULCH DELIVERED IN BULK FORM. SAMPLES TO BE APPROVED BY OWNER. INSTALL AT A MIN. OF 3" IN BEDS, ISLANDS AND AROUND TREES. INSTALL MULCH WITHIN 3 DAYS OF PLANT INSTALLATION. 11.PLACE WEED FILTER FABRIC OVER GROUND AROUND BASE OF ALL EVERGREEN AND DECIDUOUS SHRUBS AND TREES IN THOSE AREAS TO BE MULCHED. 12.WEED FILTER FABRIC MATERIAL TO BE NON-WOVEN GEOTEXTILE, TYPAR 3301 OR EQUAL PLACED OVER SOIL AND AROUND PLANTS PRIOR TO MULCHING. 13.CONTRACTOR TO BROADCAST GRANULAR SLOW-RELEASE PRE-EMERGENT HERBICIDE, PER LABEL DIRECTIONS, PRIOR TO INSTALLING WEED FABRIC AND MULCH. 14.CONTRACTOR TO ADJUST PLANTINGS AROUND HYDRANTS, LIGHT POLE BASES, AND OTHER UTILITIES SO AS NOT TO CONFLICT WITH ACCESS OR USE. CONSULT ENGINEER FOR PLACEMENTS. 15.SEE GRADING PLANS FOR GRADING INFORMATION. 16.PLANT MATERIALS SHALL BE GUARANTEED TO BE IN VIGOROUS, HEALTHY GROWING CONDITION FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF LANDSCAPE INSTALLATION. SEE SPECIFICATIONS FOR MAINTENANCE REQUIREMENTS. SUBMIT GUARANTEE IN WRITING TO OWNER. 17.ALL DECIDUOUS TREES ISOLATED IN LAWN AREAS ARE TO BE MULCHED WITH 4' DIA. CIRCLE. EDGE TO MINIMIZE INTRUSION OF LAWN. 18.SPACING OF SHRUB PLANT MATERIAL SHALL BE MADE WITH KNOWLEDGE OF ANTICIPATED GROWTH HABITS OF PLANTS. DO NOT CROWD AROUND BASE OF TREES OR NEAR EDGES SUCH AS CURBS. TEMPORARY SEEDING AND MULCHING NOTES: 1.TEMPORARY STABILIZATION MEASURES SHALL START AS SOON AS PRACTICAL ON PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT NOT MORE THAN (7) DAYS AFTER WORK HAS CEASED. ACCEPTABLE TEMPORARY STABILIZATION MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO SEEDING, MULCH, STRAW, EROSION CONTROL BLANKETS, SOIL STABILIZING EMULSION PRODUCTS, OR SOME FUNCTIONALLY EQUIVALENT MEASURE. 2.TEMPORARY EROSION CONTROL PROTECTION BY MULCHING SHALL BE CARRIED OUT WITHIN (7) DAYS OF THE FILL GRADE BEING FINALIZED TO AVOID POSSIBLE CONTAMINATION OF PONDS, STREAMS, OR OTHER WATERCOURSES. PLACEMENT OF JUTE MESH OR EROSION CONTROL BLANKETS OVER THE MULCH IS RECOMMENDED TO PROVIDE POSITIVE "TACKING" OF THE MULCH AND INCREASED PROTECTION AGAINST EROSION. 3.EROSION CONTROL BLANKETS OR SOIL STABILIZING EMULSION PRODUCTS SERVE AS A TEMPORARY EROSION CONTROL MEASURE ON ALL SLOPES STEEPER THAN OR EQUAL 1V:3H AND AS INDICATED ON THE PLANS. 4.AREAS TO RECEIVE TEMPORARY SEEDING AND MULCHING SHALL RECEIVE BOTH GRASS SEED AND MULCH, AS DESCRIBED BELOW. 5.IN SPRING OR SUMMER OR EARLY FALL, SEED SHALL BE ANNUAL RYEGRASS APPLIED AT A RATE OF 30 POUNDS PER ACRE. 6.IN LATE FALL OR EARLY WINTER, SEED SHALL BE CERTIFIED "AROOSTOCK" WINTER RYE (CEREAL RYE) APPLIED AT A RATE OF 100 POUNDS PER ACRE. 7.MULCH SHALL CONSIST OF STRAW APPLIED AT A RATE OF 2 TONS PER ACRE (4 TON PER ACRE IN WINTER) OR WOOD CHIPS (MIN. 3" DEEP). (A WOOD FIBER HYDROMULCH OR OTHER APPROVED SPRAYABLE PRODUCT MAY BE SUBSTITUTED, IF APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.) 8.A JUTE MESH SHALL BE PLACED OVER THE MULCH IN AREAS WHERE WIND OR WATER EROSION PREVENTS ESTABLISHMENT OF GRASS COVER. PERMANENT SEEDING AND MULCHING NOTES: 1.PERMANENT SEEDING AND MULCH SHALL BE APPLIED AS SOON AS THE DISTURBED AREAS HAVE ACHIEVED FINAL GRADE. IF THE SPECIFIED SEEDING DATES ARE MISSED, MULCH SHALL BE APPLIED TO THE SLOPE AND SEED SHALL BE APPLIED TO THE TOP OF THE MULCH IN THE NEXT SEEDING SEASON AFTER RECONDITIONING THE TOPSOIL. WHEN THE FINAL GRADE CANNOT BE OBTAINED IN (7) DAYS, MULCH SHALL BE APPLIED FOR PURPOSES OF TEMPORARY EROSION CONTROL. 2.THE UNDERLYING SOIL IN AREAS THAT WILL BE PERMANENTLY PERVIOUS (LAWN, GRASS AND LANDSCAPED AREAS) SHALL BE RESTORED IN ACCORDANCE WITH THE MEASURES IDENTIFIED IN THE JANUARY 2015, NYSDEC STORM WATER MANAGEMENT DESIGN MANUAL, SECTION 5.1.6 "SOIL RESTORATION" 3.SEEDBED SHALL BE PREPARED BY LOOSENING THE TOPSOIL TO A DEPTH OF 4 TO 6 INCHES, AND LIMING TO A PH OF 6.5. FERTILIZER SHALL BE APPLIED IF NECESSARY. 4.MULCH OVER PREEMINENT SEED AREAS SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE OF 4 TONS PER ACRE AND ANCHORED WITH WOOD FIBER HYDROMULCH APPLIED AT A RATE OF 500 TO 750 POUNDS PER ACRE. THE WOOD FIBER MULCH SHALL BE APPLIED THROUGH A HYDROSEEDER IMMEDIATELY AFTER SEEDING, A FLEXIBLE GROWTH MEDIUM (FLEXTERRE HP-FGM™, OR APPROVED EQUIVALENT) WITH SEED MAY BE USED IN LIEU OF WOOD FIBER 5.SEED MIXTURES: A.GENERAL LAWN MIX: 75 LBS/ACRE PURE LIVE SEED (PLS) KENTUCKY BLUEGRASS 20% RED FESCUE (ENDOPHYTE-FREE)20% TALL FESCUE (ENDOPHYTE-FREE)15% REDTOP 10% PERENNIAL RYEGRASS 20% WHITE CLOVER 5% BIRDSFOOT TREFOIL 10% SPDES GENERAL PERMIT (GP-0-25-001) COMPLIANCE NOTES: 1.A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) HAS BEEN PREPARED FOR THIS PROJECT BY C.T. MALE ASSOCIATES, P.C., DATED MAY 20, 2026, INCLUDING ANY REVISIONS THERETO. 2.THE CONTRACTOR'S AND SUBCONTRACTOR'S INVOLVED IN LAND DISTURBANCE OPERATIONS SHALL READ AND ADHERE TO THE CONDITIONS OF THE "NEW YOUR STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) STATE POLLUTANT DISCHARGE ELIMINATION (SPDES) GENERAL PERMIT FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES", GP-0-25-001 FOR THE PROJECT. 3.THE CONTRACTOR'S AND SUBCONTRACTOR'S INVOLVED IN LAND DISTURBANCE OPERATIONS SHALL SIGN A COPY OF THE GENERAL PERMIT CERTIFICATION STATEMENT LOCATED IN THE SWPPP. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF ALL STORM WATER POLLUTION PREVENTION MEASURES INCLUDED IN THE CONTRACT DOCUMENTS, WHICH INCLUDES THE SWPPP. 5.THE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION CONFERENCE WITH THE OWNER'S REPRESENTATIVES AT LEAST ONE WEEK PRIOR TO THE COMMENCEMENT OF SOIL DISTURBANCE ACTIVITIES. 6.THE CONTRACTOR/OWNER SHALL EMPLOY/HIRE A "QUALIFIED INSPECTOR", AS DEFINED WITHIN THE NYSDEC SPDES GENERAL PERMIT LANGUAGE, TO CONDUCT AN INITIAL SITE ASSESSMENT PRIOR TO CONSTRUCTION. THE QUALIFIED INSPECTOR SHALL CONDUCT AT LEAST ONE INSPECTION EVERY (7) CALENDAR DAYS. 7.FOR CONSTRUCTION SITES WHERE SOIL DISTURBANCE ACTIVITIES ARE ON-GOING AND THE OWNER/OPERATOR HAS RECEIVED AUTHORIZATION IN ACCORDANCE WITH PART II.C.3 OF THE PERMIT, TO DISTURB GREATER THAN 5 ACRES OF SOIL AT ANY ONE TIME, THE QUALIFIED INSPECTOR SHALL CONDUCT AT LEAST (2) SITE INSPECTIONS EVERY (7) CALENDAR DAYS. WHEN PERFORMING JUST (2) INSPECTIONS EVERY (7) CALENDAR DAYS, THE INSPECTIONS SHALL BE SEPARATED BY A MINIMUM OF (2) FULL CALENDAR DAYS. 8.FOR CONSTRUCTION SITES WHERE SOIL DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED (E.G. WINTER SHUTDOWN) AND TEMPORARY STABILIZATION MEASURES HAVE BEEN APPLIED TO ALL DISTURBED AREAS, THE QUALIFIED INSPECTOR SHALL CONDUCT A SITE INSPECTION AT LEAST ONCE EVERY (30) CALENDAR DAYS. THE OWNER/OPERATOR SHALL NOTIFY THE NYSDEC REGIONAL OFFICE STORMWATER CONTACT PERSON IN WRITING PRIOR TO REDUCING THE FREQUENCY OF INSPECTIONS. 9.PRIOR TO COMMENCEMENT OF CONSTRUCTION, A QUALIFIED INSPECTOR IN EROSION AND SEDIMENT CONTROL (HIRED BY OWNER/CONTRACTOR) SHALL CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY THAT ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, AS SHOWN ON THE CONTRACT DRAWINGS, HAVE BEEN ADEQUATELY INSTALLED. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER THE MEASURES HAVE BEEN INSTALLED. THE CONTRACTOR SHALL ADHERE TO THE INSPECTION GUIDELINES OUTLINED IN THE SWPPP. 10.THE OWNER/OPERATOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS AT THE SITE IN A LOG BOOK. THE SITE LOG BOOK SHALL BE KEPT ON-SITE AND BE MADE AVAILABLE TO THE PERMITTING AUTHORITY. THE OWNER/CONTRACTOR SHALL POST AT THE SITE, A SUMMARY OF THE SITE INSPECTIONS ACTIVITIES ON A MONTHLY BASIS, IN A PUBLICLY-ACCESSIBLE LOCATION. 11.THE OWNER/OPERATOR SHALL FILE A NOTICE OF INTENT (NOI) WITH THE NYSDEC AT LEAST (5) BUSINESS DAYS PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITIES. A NOTICE OF TERMINATION (NOT) SHALL BE FILED WITH THE NYSDEC FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES AND INSTALLATION OF SURFACE STABILIZATION MEASURES. MISCELLANEOUS NOTES: 1.NEW SANITARY PIPE SHALL BE GRAVITY SEWER PIPE, POLYVINYL CHLORIDE (PVC) SDR-26, CONFORMING TO THE REQUIREMENTS SET FORTH IN ASTM D-3034-84. 2.NEW STORM PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) WITH A SMOOTH INTERIOR "N-12" AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. JOINTS SHALL CONSIST OF SILT-TIGHT GASKETS. 3.NEW WATER MAINS AND APPURTENANCES SHALL BE DUCTILE IRON PIPE (DIP) CLASS 52, UNLESS OTHERWISE INDICATED. 4.NEW WATER SERVICES LESS THAN OR EQUAL TO 2.5 INCH DIAMETER, SHALL BE TYPE "K" COPPER. GENERAL EROSION AND SEDIMENT CONTROL NOTES: 1.BEFORE UNDERTAKING ANY CONSTRUCTION ACTIVITY, ALL CONTRACTORS AND SUBCONTRACTORS INVOVLED IN WORK THAT INVOLVES PHYSICAL GROUND DISTURBANCE ON THE PROJECT SHALL SIGN AND DATE A COPY OF THE CERTIFICATION STATEMENT, WHICH IS LOCATED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THIS PROJECT. 2.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL CONFORM TO THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (2016 ISSUE) AND ANY ADDENDA THERETO. 3.THE SEDIMENT CONTROL MEASURES DETAILED IN THESE PLANS SHALL BE IN PLACE PRIOR TO THE START OF EACH CONSTRUCTION PHASE. ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD, AND THEN REMOVED FROM THE SITE ONCE THE SITE IS STABILIZED. 3. AFTER THE START OF CONSTRUCTION, SITE SWPPP INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY (7) CALENDAR DAYS. 4. BASED ON THE WEEKLY SITE SWPPP INSPECTIONS, THE EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE SWPPP MAY BE REVISED AS SITE CONDITIONS WARRANT. THE CONTRACTOR SHALL IMPLEMENT THESE CHANGES AS SOON AS PRACTICABLE. 5.THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR UNTIL THE FINAL SURFACE TREATMENT HAS BEEN INSTALLED AND VEGETATED AREAS HAVE ESTABLISHED 80% UNIFORM COVERAGE. AFTER THE VEGETATED AREAS HAVE BEEN STABILIZED WITH AT LEAST 80% VEGETATIVE COVER, AS DETERMINED BY THE ENGINEER, THE PROJECT SPONSOR SHALL ASSUME RESPONSIBILITY FOR MAINTAINING THE EROSION AND SEDIMENT CONTROL SYSTEM(S). 6.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE CONTRACT DOCUMENTS WILL NEED TO BE SUPPLEMENTED WITH INTERIM MEASURES PRIOR TO ACHIEVING FINAL GRADES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INTERIM EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO CONTROL EROSION AND SEDIMENTATION THROUGHOUT THE DURATION OF CONSTRUCTION. THE DETAILS AND EXTENT OF THESE MEASURES ARE HIGHLY DEPENDENT ON THE CONTRACTORS MEANS AND METHODS AND THEREFORE NOT DETAILED ON THESE PLANS. THE COSTS ASSOCIATED WITH INSTALLING AND MAINTAINING THESE INTERIM MEASURES SHALL BE INCLUDED IN THE CONTRACTORS BID. 7.CONSTRUCTION ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE CONSTRUCTION SEQUENCING NOTES. 8.TRENCH DE-WATERING SHALL BE CONDUCTED USING A PORTABLE PUMP AND HOSE, AS NECESSARY. WATER SHALL BE DISCHARGED TO A SEDIMENTATION STRUCTURE OR GEOTEXTILE FILTER BAG LOCATED IN A WELL VEGETATED UPLAND AREA, AWAY FROM ANY SURFACE WATER BODIES OR WETLANDS. ACCUMULATED SEDIMENT SHALL BE DISPOSED OF OFF SITE. 9.OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE MESH, EXCELSIOR MATTING, OR TACKIFIER) SHALL BE USED UNTIL SUCH TIME AS VEGETATIVE COVER CAN BE ESTABLISHED. 10.EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT PRACTICABLE. SITE WORK ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DISTURBANCE. REMOVAL OF WOODY VEGETATION SHALL BE KEPT TO THE MINIMUM EXTENT PRACTICABLE. == MW MW 1" COPPER PIPE CIRF IRF TPED TEL RISER TPED TPED 12 " H D P E 12" P V C 12" P V C 12 " P V C 12 " P V C 8" P V C 6" P V C TPED CIRF TPEDTPEDTPED IRF TPED CMON TMON IPF TMON TMON TMONTMON TMON TMON CMON CMON TPED TMON TPED CMON IRF SMON 14" WATER 14" W A T E R APPR O X I M A T E L O C A T I O N O F 8 " F O R C E M A I N 8" FORCEMAIN CABLE GUIDE RAIL CABLE GUIDE RAIL CABLE GUIDE RAIL RIGHT OF WAY L I N E RIGHT OF WAY LINE RIGHT OF WA Y L I N E RIGHT OF WAY LINE RIGHT OF WAY LINE RI G H T O F W A Y L I N E RIGHT O F W A Y L I N E RIGHT OF WAY LINERIGHT OF WAY LINE RIGHT OF WAY LINE 15 3 3 . 5 4 ' N0 6 ° 2 9 ' 2 6 " W S88°32'14"W220.09'S83°52'14"W 815.49' 80 0 . 0 0 ' S0 6 ° 2 8 ' 5 9 " E 1734.28'N83°30'34"E 75 8 . 5 7 ' S0 6 ° 2 9 ' 2 6 " E S83°01'54"W499.68' S86°12'14"W C=200.02' L=200.08' R=2456.50' HH TPED TPED GP1 GP2 GP3 GP4 GP5 GP6 GP14 GP15 PROJECT SITE ADAMS ROAD DUPLAINVILLE ROAD CP R A I L SY S T E M S CA D Y H I L L B L V D LA R K S P U R D R I V E GEYSE R R O A D Lands Now or Formerly of BALL METAL BEVERAGE CONTAINER CORP. Book 1758 Page 159 Tax Map ID No. 178.00-1-51 Lands Now or Formerly of CITY OF SARATOGA SPRINGS Book 1130 Page 279 Tax Map ID No. 177.00-1-16 Lands Now or Formerly of REGENERON PHARMACEUTICALS INC. Book 2010 Page 16889 Tax Map ID No. 177.-1-66 Lands Now or Formerly of MCNEARY, INC Tax Map ID No. 177-1-64 Lands Now or Formerly of MCNEARY, INC. Book 1729 Page 433 Tax Map ID No. 177-1-63 Lands Now or Formerly of ABBOTT5022, LLC Book 2015 Page 5994 Tax Map ID No. 177-1-52.112 Lands Now or Formerly of EVONIK ACTIVE OXYGENS, LLC Book 2015 Page 4142 Tax Map ID No. 177-1-62.1 Lands Now or Formerly of EAGLE ASSOCIATES OF THE NIAGARA FRONTIER INC Book 2010 Page 719 Tax Map ID No. 177-1-59 Lands Now or Formerly of KESIA USA PROPERTIES, LLC Book 2021 Page 40143 Tax Map ID No. 177-1-70 Lands Now or Formerly of MUNTER LAND HOLDINGS, LLC Book 1017 Page 599 Tax Map ID No. 177-1-67.1 Lands Now or Formerly of SARATOGA ECONOMIC DEVELOPMENT Book 1059 Page 555 Tax Map ID No. 177-1-14.311 Lands Now or Formerly of MUNTER LAND HOLDINGS, LLC Book 1017 Page 599 Tax Map ID No. 177-1-62.3 OVERALL SITE VICINITY MAP MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 03 G-003 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ G - 0 0 3 _ V I C I N I T Y _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com 1"=200' KATHRYN C. SERRA P.E. NO. 086538 0 BAR SCALE 1 inch = ft. 200 200 400 200 100 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY ==== BLACKTOP PARKING AREA CONCRETE CURB WOOD RETAINING WALL ST E P S BLA C K T O P BUILDING CONCRETE BLACKTOP CONCRETE EDGE OF GRAVEL EDGE OF GRAVEL C O N C R E T E GRAVEL CON C R E T E CO N C R E T E GRAVEL BLACKTOP BUILDING GRAINTE CURB CBS CB CBR CBR CBR CBR BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL CBR CBR BOLBOLBOLBOLBOLBOLBOLBOL DMH DMH BOL BOLBOL BOL WOOD POST SMH EV CHARGE EV CHARGE WOOD POST(2) WOOD POST DMH BOL BOL BOL BOLBOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL GAS PUMP POST 1" COPPER PIPE BOL BOL BOL BOL BOL BOLCBS CBS SMH METAL POST RAILROAD CROSSING SIGN CBR CBR 30 MPH SIGN CBR GT BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL CBR CBR CBR CB CBR CBR CBR CBR CBR CBS MH CBR CBS CBS PUMPFILLPORT BOLBOLBOL CBR NO CLEARANCESIGN DERAILSIGN RAILROAD CROSSING SIGN CBRCBRDMH POST CO POST READER SMH CBR SMH SMH SMH SMH SMH CBR CBR CBR CBR CBR CBR CBS CIRF IRF CBR CBS CBS CBS TPED DMH DMH DMH CBR CBR CBS CBS CBS CB CB CBR CBR CBR FLAGPOLE BOL CBR CBR CBR CBS CBR DMH DMH TEL RISER TPED TPED FLAGPOLE BENCHES LAN D S C A P I N G E D G E CONCRETE 12" H D P E 1 2 " H D P E BLACKTOP EDGE HEDG E R O W DMH DMH DMH BRIC K P A V E R S DMH VAULT GRANITE CURB CONCRETE WALL CONCRETE PAD CONCRETE WALL CONCRETE PAD 12 " H D P E DMH DMH PIER PIER PIER PIER PIER PIER PIER PIER PIERPIER CBR CBS YD DMH CBS DUPLAINVILLE ROAD/HARRY DRIVE SIGN EDGE OF GRAVEL WATER SPIGOT CONCRETE PAD CONCRETE PAD UNKNOWN UNDERGROUND UTILITY LINE BLACKTOP PATCH BLACKTOP EDGEBL A C K T O P E D G E BLACKTOP PATCH METAL POST ED G E O F G R A V E L BLACKTOP EDGE BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E POST W/SHUT OFF 8" GAS PIPE STEPS EDGE OF GRAVEL STEPS W/HANDRAIL RETAINING WALL ED G E O F G R A V E L STEPS PORCH CBR CONCRETE PAD BL A C K T O P E D G E BL A C K T O P E D G E EDGE OF GRAVEL EDGE OF GRAVEL STEPS STEPS EDGE OF GRAVELEDGE OF GRAVEL CONCRETE PAD WITH ELECTRICAL PANEL GRAINTE CURB 2" PIPE HED G E R O W HEDGE ROW HE D G E R O W BRIC K P A V E R S BRIC K P A V E R S GRA I N T E C U R B RAISED BRICK PLANTER CONCRETE VAULT CB UMH UMH WOOD POST SMH 12" PVC12" PVC DMH DMH BL A C K T O P E D G E CO N C R E T E W A L K CON C R E T E W A L K C O N C R E T E W A L K CONCRETE WALK HEDGE ROW HE D G E R O W H E D G E R O W BUILDING OVERHANG GR A N I T E C U R B BL A C K T O P E D G E BLACKTOP WALK CONCRETE APRON CO N C R E T E R E T A I N I N G W A L L CO N C R E T E R A M P BL A C K T O P E D G E BL A C K T O P E D G E BRICK SIGN STOP SIGN ADAMS ROAD & MARSEL DRIVE SIGN G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B A S P H A L T C U R B A S P H A L T C U R B A S P H A L T C U R B ASPHALT CURB A S P H A L T C U R B UMH RIM=330.35 NOT ABLE TO OPEN IRRIGATION VALVE CLUSTER 12 " P V C 12 " P V C 18" P V C SMH 12 " P V C 12" CMP LANDSCAPED EDGE LANDSCAPED EDGE BL A C K T O P E D G E BL A C K T O P E D G E G R A N I T E C U R B BL A C K T O P E D G E BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE GRA N I T E C U R B BLACKTOP EDGE 8' H I G H C H A I N L I N K F E N C E 8' H I G H C H A I N L I N K F E N C E 8' H I G H C H A I N L I N K F E N C E 8' H I G H C H A I N L I N K F E N C E 8' H I G H C H A I N L I N K F E N C E METAL FENCEMETAL FENCE 6' H I G H A L U M I N U M F E N C E BLACK T O P W A L K BL A C K T O P W A L K BL A C K T O P W A L K BL A C K T O P W A L K BL A C K T O P W A L K BL A C K T O P W A L K BL A C K T O P W A L K SMH 12 " P V C SMH 8" P V C 6" P V C CBS CBS GR A N I T E C U R B BLACK T O P E D G E GRANITE CURB UNKNOWN UNDERGROUND UTILITY LINE 2 STORY CONCRETE BUILDING 2 STORY CONCRETE BUILDING 2 STORY CONCRETE BUILDING 2 STORY CONCRETE BUILDING 2 STORY CONCRETE BUILDING 2 STORY CONCRETE BUILDING 2 STORY CONCRETE BUILDING CBR BUILDING OVERHANG SN O W P I L E IRRIGATION VALVE CLUSTER IRRIGATION VALVE CLUSTER GRAINTE CURB G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B GRAINTE CURB A S P H A L T C U R B ASPHALT CURB WOOD SHED ALUMINUM SIDED GARAGE GARAGE OVERHANG BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BLACKTOP EDGE BLACKTOP EDGE BL A C K T O P E D G E BLACKTOP EDGE BL A C K T O P E D G E BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGEBLACKTOP EDGE BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BL A C K T O P E D G E BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE TPED MBMB MB CIRF CBR CBR ADAMS ROAD TPED TPED TPED IRF TPED CMON CHAIN LINK FENCE DUPLAINVILLE ROAD ADAMS ROAD ADAMS ROAD DUPLAINVILLE ROAD DUPLAINVILLE ROAD TPED CMON IRF ADAMS ROAD JERSEY BARRIER (TYP)JERSEY BARRIER (TYP) EDGE OF PAVEMENT DOUBLE YELLOW LINE CHAIN LINK FENCE CHAIN LINK FENCE "BALL CORPORATION SIGN" STOP SIGN "TRUCK SIGN" "NO PARKING SIGN""NO PARKING SIGN" CHAIN LI N K F E N C E EDGE OF PA V E M E N T EDGE OF PA V E M E N T DOUBLE Y E L L O W L I N E CHAIN L I N K F E N C E BLACK T O P D R I V E BLACKTOP DRIVE BLACKTOP PARKING LOT BLACKTOP PARKING LOT CHAIN LINK FENCE CHAIN LINK FENCE EDGE O F G R A V E L CHAIN L I N K F E N C E 8' H I G H C H A I N L I N K F E N C E BL A C K T O P E D G E BL A C K T O P E D G E NO PIPE VISIBLE SHOWN PER MAP REFERENCE NO. 1 NO PIPE VISIBLE SHOWN PER MAP REFERENCE NO. 1 NO PIPE VISIBLE SHOWN PER MAP REFERENCE NO. 1 NO PIPE VISIBLE SHOWN PER MAP REFERENCE NO. 1 NO PIPE VISIBLE SHOWN PER MAP REFERENCE NO. 1 NO PIPE VISIBLE SHOWN PER MAP REFERENCE NO. 1 DMH RIGHT OF WAY LINERIGHT OF WAY LINE RIGHT OF WAY LINE 15 3 3 . 5 4 ' N0 6 ° 2 9 ' 2 6 " W S88°32'14"W 220.09' S83°52'14"W 815.49' 80 0 . 0 0 ' S0 6 ° 2 8 ' 5 9 " E 1734.28'N83°30'34"E 75 8 . 5 7 ' S0 6 ° 2 9 ' 2 6 " E S83°01'54"W499.68' S86°12'14"W C=200.02' L=200.08' R=2456.50' GP1 GP2 GP3 GP4 15' SANITARY SEWER EASEMENT PER L. 1086 P. 5015' 15'15' WATER MAIN EASEMENT PER L. 1086 P. 50 INGRESS/EGRESS EASEMENT PER L. 1505 P. 182 STORM WATER DRAINAGE EASEMENT PER L. 1059 P. 360 INGRESS/EGRESS EASEMENT PER L. 1266 P. 666 TEMPORARY EASEMENT FOR INGRESS/EGRESS PER L. 1505 P. 182 15' SANITARY SEWER EASEMENT PER L. 1086 P. 50 15' 15' 15' WATER MAIN EASEMENT PER L. 1086 P. 50 UTILITY EASEMENT PER L. 1097 P. 98 GUARD HOUSE DESIGN BY OTHERS GUARD HOUSE DESIGN BY OTHERS C-101 C-102 C-103 C-104 C-106 C-105 Lands Now or Formerly of BALL METAL BEVERAGE CONTAINER CORP. Book 1758 Page 159 Tax Map ID No. 178.00-1-51 Lands Now or Formerly of CITY OF SARATOGA SPRINGS Book 1130 Page 279 Tax Map ID No. 177.00-1-16 Lands Now or Formerly of REGENERON PHARMACEUTICALS INC. Book 2010 Page 16889 Tax Map ID No. 177.-1-66 Lands Now or Formerly of MCNEARY, INC Tax Map ID No. 177-1-64 Lands Now or Formerly of MCNEARY, INC. Book 1729 Page 433 Tax Map ID No. 177-1-63 Lands Now or Formerly of ABBOTT5022, LLC Book 2015 Page 5994 Tax Map ID No. 177-1-52.112 Lands Now or Formerly of EVONIK ACTIVE OXYGENS, LLC Book 2015 Page 4142 Tax Map ID No. 177-1-62.1 Lands Now or Formerly of EAGLE ASSOCIATES OF THE NIAGARA FRONTIER INC Book 2010 Page 719 Tax Map ID No. 177-1-59 Lands Now or Formerly of KESIA USA PROPERTIES, LLC Book 2021 Page 40143 Tax Map ID No. 177-1-70 Lands Now or Formerly of MUNTER LAND HOLDINGS, LLC Book 1017 Page 599 Tax Map ID No. 177-1-67.1 Lands Now or Formerly of SARATOGA ECONOMIC DEVELOPMENT Book 1059 Page 555 Tax Map ID No. 177-1-14.311 Lands Now or Formerly of MUNTER LAND HOLDINGS, LLC Book 1017 Page 599 Tax Map ID No. 177-1-62.3 DEMOLITION NOTES: 1.DIG SAFELY NEW YORK (PHONE 800-962-7962 / PHONE 811 / WWW.UDIGNY.ORG SHALL BE NOTIFIED PRIOR TO CONDUCTING ANY TEST BORINGS, EXCAVATION OR CONSTRUCTION. UTILITY MARK-OUTS SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 2.DEMOLITION DEBRIS, UNSUITABLE EXCAVATED MATERIAL, EXCESS SOIL MATERIAL, AND CONSTRUCTION REFUSE SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF OFF THE PROPERTY, IN ACCORDANCE WITH APPLICABLE REGULATIONS. WHEN REMOVING AND TRANSPORTING SAID ITEMS, DO SO IN A MANNER THAT PREVENTS SPILLAGE ON ADJACENT SURFACES AND AREAS, IN ACCORDANCE WITH APPLICABLE REGULATIONS. BURNING IS PROHIBITED. 3.CONFORM TO APPLICABLE CODES FOR DEMOLITION OF STRUCTURES, PRESERVATION OF ADJACENT STRUCTURES, DUST CONTROL, RUNOFF CONTROL, AND HAULING/DISPOSAL/STORAGE OF DEBRIS. 4.PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES AS NECESSARY. 5.LIMIT THE REMOVAL OF VEGETATION, TREES, STUMPS, GRASSES, ORGANIC SOILS, DEBRIS, AND DELETERIOUS MATERIALS WITHIN THE LIMITS OF CONSTRUCTION, TO THE MINIMUM NECESSARY TO PERFORM THE WORK. 6.STRIP ALL TOPSOIL WITHIN THE WORK AREA, PRIOR TO COMMENCING EARTHWORK OPERATIONS. TOPSOIL MAYBE STORED/REUSED IN LAWN AND PLANTING AREAS IF DEEMED ACCEPTABLE FOR REUSE BY THE ENGINEER AND/OR LANDSCAPE ARCHITECT. 7.THE CONTRACTOR SHALL VERIFY THE LOCATION AND STATUS OF ALL UTILITY SERVICES ENCOUNTERED PRIOR TO SCHEDULING A PLANNED INTERRUPTION. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING OPERATIONAL FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE OWNER AND THE AUTHORITIES HAVING JURISDICTION. 8.NOTIFY ADJACENT OWNERS OF ANY ACTIVITIES THAT MAY AFFECT THEIR PROPERTY OR NORMAL OPERATIONS INCLUDING, POTENTIAL NOISE, UTILITY OUTAGE, OR DISRUPTION. COORDINATE PLANNED DISRUPTIONS WITH OWNER, AS NECESSARY. 9.PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES THAT MAY BE IMPACTED BY THE PROPOSED WORK. PROVIDE BRACING AND SHORING, AS NECESSARY. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY AUTHORITY HAVING JURISDICTION. 10.UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATIONAL PURPOSES ONLY. THEIR EXACT LOCATION SHALL BE FIELD VERIFIED BEFORE CONSTRUCTION BEGINS. DISCONNECT AND SEAL, OR CAP-OFF, UTILITY SERVICES THAT WILL BE AFFECTED BY THIS PROJECT. NOTIFY AFFECTED UTILITY OWNERS BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE PROGRESSING WITH THE WORK. 11.PROTECT EXISTING FEATURES THAT ARE NOT INTENDED TO BE DEMOLISHED. 12.CONDUCT DEMOLITION OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC AND PRIVATE ACCESS. 13.MAINTAIN INGRESS AND EGRESS TO THE SITE AT ALL TIMES. DO NOT CLOSE OR OBSTRUCT PUBLIC ROADWAYS, OR SIDEWALKS WITHOUT OBTAINING NECESSARY PERMITS/APPROVALS. 14.ROUGH GRADE AREAS AFFECTED BY DEMOLITION AND PLACE COMPACTED FILL TO MAINTAIN SITE GRADES. 15.CONDUCT DEMOLITION OPERATIONS IN A MANNER THAT PREVENTS INJURY TO PERSONS AND DAMAGE TO ADJACENT BUILDINGS/STRUCTURES AND FACILITIES THAT ARE TO REMAIN. ENSURE SAFE PASSAGE OF PERSONS AND VEHICLES AROUND THE SELECTIVE DEMOLITION OPERATIONS. 16.USE WATER MIST, TEMPORARY ENCLOSURES AND/OR OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT DURING SELECTIVE DEMOLITION OPERATIONS. COMPLY WITH APPLICABLE ENVIRONMENTAL PROTECTION REGULATIONS DURING SELECTIVE DEMOLITION OPERATIONS. DO NOT USE WATER WHEN IT HAS THE POTENTIAL TO CAUSE DAMAGE TO EXISTING CONSTRUCTION, SUCH AS ICING, FLOODING, AND POLLUTION. 17.CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO THEIR FORMER CONDITION PRIOR TO THE START OF SELECTIVE DEMOLITION. 18.NOTIFY SURVEYOR FOR RELOCATION OF BENCHMARKS PRIOR TO DEMOLITION. ESC NOTES: 1.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL CONFORM TO THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (2016 ISSUE) AND ANY ADDENDA THERETO. 2.THE SEDIMENT CONTROL MEASURES DETAILED IN THESE DOCUMENTS SHALL BE IN PLACE PRIOR TO THE START OF EACH CONSTRUCTION PHASE. ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD, AND THEN REMOVED FROM THE SITE ONCE THE SITE IS STABILIZED. 3.REFER TO SITE PLANS SHEETS C-111 TO C-116 FOR MORE INFORMATION AND DETAILS ON ESC MEASURES. OVERALL EXISTING CONDITIONS & DEMOLITION PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 04 C-100 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 0 0 - 1 0 6 _ E X D E M O _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com KATHRYN C. SERRA P.E. NO. 086538 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY BAR SCALE 1 inch = ft. 100 0 50 100 200 100 LINE INDICATES LIMITED CLEARING, PRESERVE/ PROTECT EXISTING VEGETATION AS MUCH AS POSSIBLE. CLEAR SMALL UNDERSTORY PLANT MATERIAL, TREES OF LARGE CALIPER SIZES TO REMAIN PROTECTED. LIMB UP TREES TO 6'-8" ONLY ADJACENT TO FOOT PATHS. NATURAL TREE THICKETS TO RECEIVE 3" OF HARDWOOD MULCH. NO HATCH SIGNIFIES PROTECTED/ PRESERVE AREA. SAVE ALL EXISTING VEGETATION AND BUILT INFRASTRUCTURE. LEVEL OF DEMOLITION/ CLEARING LEGEND CROSS HATCHED AREA OF CLEARING AND GRUBBING OF EXISTING TREES & UNDERBRUSH. DEMOLITION, REMOVAL, AND PROPER DISPOSAL OF CONSTRUCTED INFRASTRUCTURE, AND MATERIAL. TREE TREE TO REMOVE, INCLUDING ROOT BALL. PROVIDE FILL AND COMPACT AS NECESSARY FOR CONSTRUCTED METHOD. 1"=20' SS SS SS SS SS SS BLACKTOP PARKING AREA BLACKTOP PARKING AREA CONCRETE CURB WOOD RETAINING WALL CONCRETE CONCRETE GRAVEL CONCRETE CURB BLACKTOP PIVPIV STOP SIGN HYD BOL BOLBOL BOL WOOD POST SMH EV CHARGE EV CHARGE HANDICAPPED PARKING SIGN WOOD POST(2) WOOD POST BOL BOL BOL BOL BOL BOLCBS CBS SMH CBR CBR S T S T ST CBS SMH CBS WV CBR RIM=323.94 (A)36" INV IN=318.17 (B)36" INV OUT=318.17 DMH (A) (B) 12 " H D P E 8" H D P E 12" HDPE 12 " C M P 3 0 " C M P 12" CMP UNKNOWN UNDERGROUND UTILITY LINE BLACKTOP PATCH BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGEBL A C K T O P E D G E BLACKTOP PATCH EV PARKING ONLY SIGN EV PARKING ONLY SIGN HANDICAPPED PARKING SIGN CONCRETE PAD BLACKTOP EDGE BLACKTOP BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BL A C K T O P E D G E BL A C K T O P E D G E POST W/SHUT OFF ON C R E T E E D G E ON C R E T E E D G E SMH RIM=325.68 (A)8" PVC INV IN=320.30 (B)8" PVC INV IN=320.38 (C)8" PVC INV OUT=320.23 (A) (C) (B) 12 " P V C 36 " C M P DMH RIM=326.22 (A)36" INV IN=320.64 (B)36" INV OUT=320.43 (B) (A) SSSSSSSS SS SMH RIM=330.31 (A)8" INV IN=323.61 (B)6" INV IN=323.71 (C)8" INV OUT=323.56 (A) (B) (C) 8" PVC SMH 8" PVC8" PVC 6" P V C 8" P V C 6" P V C UNKNOWN UNDERGROUND UTILITY LINE BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E S T S T S T 15' SANITARY SEWER EASEMENT PER L. 1086 P. 50 15' 15' 15' WATER MAIN EASEMENT PER L. 1086 P. 50 UNDERGROUND UTILITIES IN THIS AREA, PROTECT IN PLACE UNDERGROUND UTILITIES IN THIS AREA, PROTECT IN PLACE EXISTING ASPHALT PAVING IN THIS AREA, PROTECT IN PLACE REMOVE ASPHALT PAVING REMOVE ASPHALT PAVING REMOVE TREE, CLEAR AND GRUB REMOVAL TO ROOT BALL REMOVE ASPHALT FULL DEPTH OF PAVING REMOVE ASPHALT PAVING REMOVE ASPHALT PAVING REMOVE ASPHALT FULL DEPTH OF PAVING REMOVE TREE, CLEAR AND GRUB REMOVAL TO ROOT BALL REMOVE TREE, CLEAR AND GRUB REMOVAL TO ROOT BALL REMOVE OF PAVER BAND & ASPHALT PAVING REMOVE ASPHALT FULL DEPTH OF PAVING AT PROPOSED UTILITY RACK REMOVE WOOD RETAINING WALL REMOVE ASPHALT PAVING REMOVE EXISTING ASPHALT PAVING, NECESSARY VEGETATION IN AREA TO ACCOMMODATE FOR PROPOSED ROAD WIDENING AND SECURITY LANE STRUCTURE, ARCHITECTURE BY OTHERS SAW CUT FLUSH & EVEN TO ALLOW FOR NEW PAVEMENT TIE IN REMOVE TREE, CLEAR AND GRUB REMOVAL TO ROOT BALL REMOVE SMH REMOVE 8" PVC PIPE REMOVE 8" PVC PIPE REMOVE 6" PVC PIPE PLUG PIPE HOLE REMOVE 36" CMP REMOVE 36" CMP PIPE REMOVE CATCH BASIN STRUCTURE REMOVE 8" PVC PIPE REMOVE 36" CMP REMOVE STORM STRUCTURE REMOVE ASPHALT PAVING REMOVE ASPHALT PAVING, TO ACCOMMODATE FOR UNDERGROUND UTILITIES REMOVE ASPHALT PAVING REMOVE ASPHALT PAVING GUARD HOUSE DESIGN BY OTHERS SEE SHEET C-106 SEE SHEET C-101 SEE SHEET C-106 SEE SHEET C-102 EXISTING CONDITIONS & DEMOLITION PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 05 C-101 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 0 0 - 1 0 6 _ E X D E M O _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY 1"=20' ==================== SS SS SS SS SS RETAINING WALL STEPSSTEPS CONCRETE CONCRETE DRAIN BUILDING EDGE OF GRAVEL EDGE OF GRAVEL BUILDING BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL GAS PUMP POST 1" COPPER PIPE PIV PIV METAL POST 15 MPH SIGN RAILROAD CROSSING SIGN CBR CBR 30 MPH SIGN CBR GT BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL BOL RAILROAD CROSSING SIGN PUMP SHUTOFF FILLPORT BOLBOL PIV PIV PIV HYD PIV PIVHYD WV PIV PIVHYD WV SMH HYD DMH FFE LOADING DOCK ELEV.=331.24 FFE LOADING DOCK ELEV.=331.28 FFE LOADING DOCK ELEV.=331.21 FFE LOADING DOCK ELEV.=331.26 FFE LOADING DOCK ELEV.=331.22 FFE SILL ELEV.=351.04 CONCRETE PAD CONCRETE WALL PIER PIER PIER PIER PIER PIERPIER WV WV DUPLAINVILLE ROAD/HARRY DRIVE SIGN EDGE OF GRAVEL WATER SPIGOT CONCRETE PAD CONCRETE PAD 1" COPPER PIPE SH E D DISCHARGE POST 8" GAS PIPE STEPS EDGE OF GRAVEL EDGE OF GRAVEL STEPS EDGE OF GRAVEL CO N C R E T E E D G E CO N C R E T E E D G E 18 " D I P 42" CMP 42" CMP36" CMP BUILDING OVERHANG BLACKTOP EDGE DUPLAINVILLE ROADINGRESS/EGRESS EASEMENT PER L. 1266 P. 666 UTILITY EASEMENT PER L. 1097 P. 98 UNDERGROUND UTILITIES IN THIS AREA, PROTECT IN PLACE EXISTING ASPHALT PAVING IN THIS AREA, PROTECT IN PLACE REMOVE STRUCTURE STEPS, RAILING, CONCRETE PADS, BOLLARDS, AND ALL APPURTENANCES. BUILDING RENOVATIONS REF. ARCH. PLANS BY OTHERS REMOVE AND CUT BACK PAVING TO ALLOW FOR PAVEMENT WIDENING REMOVE ASPHALT PAVING REMOVE EXISTING RAIL SPUR LINE, EXCAVATE AREA TO ACCOMMODATE FOR PROPOSED UTILITY RACK UNDERGROUND UTILITIES IN THIS AREA, PROTECT IN PLACE UNDERGROUND UTILITIES IN THIS AREA, PROTECT IN PLACE UNDERGROUND UTILITIES IN THIS AREA, PROTECT IN PLACE EXISTING MEZZANINE STAIR STRUCTURE, PROTECT IN PLACE REMOVE ASPHALT PAVING REMOVE EXISTING RAIL SPUR LINE, EXCAVATE AREA TO ACCOMMODATE FOR PROPOSED UTILITY RACK EXISTING STRUCTURES, PORTECT IN PLACE SEE SHEET C-101 SEE SHEET C-102 SE E S H E E T C - 1 0 3 SE E S H E E T C - 1 0 2 SE E S H E E T C - 1 0 3 SE E S H E E T C - 1 0 2 EXISTING CONDITIONS & DEMOLITION PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 06 C-102 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 0 0 - 1 0 6 _ E X D E M O _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY 1"=20' ST ST ST CBR RIM=325.13 A)12"HDPE INV.=320.43 SUMP=316.10 NO OTHER VISIBLE PIPES A CONCRETE RETAINING WALL B L A C K T O P W A L K GRAVEL BLACKTOP BOL CBR NO CLEARANCE SIGN DERAIL SIGN RAILROAD CROSSING SIGN CBRCBR PIV PIV HYD WV DMH HYDHYD WV FFE LOADING DOCK ELEV.=331.22 FFE LOADING DOCK ELEV.=331.23 FFE LOADING DOCK ELEV.=331.21 FFE LOADING DOCK ELEV.=331.22 FFE LOADING DOCK ELEV.=331.23 FFE LOADING DOCK ELEV.=331.26 FFE LOADING DOCK ELEV.=331.21 FFE LOADING DOCK ELEV.=331.24 CONCRETE PAD 12 " H D P E CBS YD EDGE OF GRAVEL STEPS EDGE OF GRAVEL COMPACTOR CO N C R E T E E D G E CO N C R E T E E D G E 18 " D I P 36" CMP SMH 12" PVC12" PVC DMH36" CMP 12" HDPE 18 " D I P ST ST ST ST ST ST (A) CBS TF=326.65 12" INV OUT=324.15 18 " C M P 8' H I G H C H A I N L I N K F E N C E BLACKTOP EDGE DUPLAINVILLE ROAD S0 6 ° 2 8 ' 5 9 " E 1734.28' TEMPORARY EASEMENT FOR INGRESS/EGRESS PER L. 1505 P. 182 UNDERGROUND UTILITIES IN THIS AREA, PROTECT IN PLACE REMOVE ASPHALT PAVING REMOVE EXISTING RAIL SPUR LINE, EXCAVATE AREA TO ACCOMMODATE FOR PROPOSED UTILITY RACK REMOVE ASPHALT PAVING REMOVE EXISTING RAIL SPUR LINE, EXCAVATE AREA TO ACCOMMODATE FOR PROPOSED UTILITY RACK UNDERGROUND UTILITIES IN THIS AREA, PROTECT IN PLACE REMOVE ASPHALT PAVING AND EXISTING RAIL SPUR LINE REMOVE ASPHALT PAVING BUILDING RENOVATIONS REF. ARCH. PLANS BY OTHERS REMOVE 12" HDPE PIPE REMOVE 12" HDPE PIPE REMOVE CATCH BASIN STRUCTURE REMOVE 12" HDPE PIPE REMOVE CATCH BASIN STRUCTURE SE E S H E E T C - 1 0 3 SE E S H E E T C - 1 0 2 SEE SHEET C-104 SEE SHEET C-103 SE E S H E E T C - 1 0 3 SE E S H E E T C - 1 0 2 EXISTING CONDITIONS & DEMOLITION PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 07 C-103 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 0 0 - 1 0 6 _ E X D E M O _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY 1"=20' ST CBR RIM=325.11 A)12"HDPE INV.IN=320.91 NO OTHER VISIBLE PIPES RETAINING WALL BLACKTOP BLACKTOP BLACKTOP CO N C R E T E E D G E BL A C K T O P BL A C K T O P C O N C R E T E GRAVEL GRAVEL CON C R E T E CO N C R E T E BUILDING GRAINTE CURB IRRIGATION VALVE IRRIGATION VALVE CBR MH CBS POST CO POST READER SPIGOT WV WV FLAGPOLE SPRINKLER HEAD FFE SILL ELEV.=331.17 FFE SILL ELEV.=331.20 FFE SILL ELEV.=331.21 FFE SILL ELEV.=331.22 FFE SILL ELEV.=331.22 FF E S I L L EL E V . = 3 3 0 . 7 7 BENCHES LAN D S C A P I N G E D G E CONCRETE 12 " H D P E 12 " H D P E BLACKTOP EDGE BL A C K T O P E D G E HED G E R O W DMH BRI C K P A V E R S A BLACKTOP RAMP BL A C K T O P E D G E BL A C K T O P E D G E CONCRETE EDGE CONCRETE EDGE CONCRETE PADS CONCRETE PADS CONCRETE PADS CONCRETE PADS CONCRETE PAD WITH ELECTRICAL PANEL GRAINTE CURB 2" PIPE HED G E R O W HEDGE ROW G R A I N T E C U R B G R A I N T E C U R B UMH RIM=330.35 NOT ABLE TO OPEN BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE GRA N I T E C U R B 8' H I G H C H A I N L I N K F E N C E 2 STORY CONCRETE BUILDING 2 STORY CONCRETE BUILDING G R A I N T E C U R B EXISTING ASPHALT PAVING IN THIS AREA, PROTECT IN PLACE UNDERGROUND UTILITIES IN THIS AREA, PROTECT IN PLACE UNDERGROUND UTILITIES IN THIS AREA, PROTECT IN PLACE REMOVE ASPHALT PAVING BUILDING RENOVATIONS REF. ARCH. PLANS BY OTHERS BUILDING RENOVATIONS REF. ARCH. PLANS BY OTHERS REMOVE ASPHALT WALKWAY PAVING REMOVE ASPHALT WALKWAY PAVING REMOVE GRAVEL AREA SAW CUT FLUSH & EVEN TO ALLOW FOR NEW PAVEMENT TIE IN REMOVE CATCH BASIN STRUCTURE SEE SHEET C-105 SEE SHEET C-104 SEE SHEET C-105 SEE SHEET C-104 SEE SHEET C-103 EXISTING CONDITIONS & DEMOLITION PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 08 C-104 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 0 0 - 1 0 6 _ E X D E M O _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY 1"=20' CON C R E T E CONCRETE PAD W/PAVILION WV WV WV CBR CBR CB WV WV WV WV CBR CBR CBR WV CBR CBS CBS POST READER CBS CBS CBS CB CB CBR CBR CBR FLAGPOLE SPRINKLER HEAD HYD FLAGPOLE BENCHES 1 2 " H D P E 12 " H D P E 12 " H D P E 12" H D P E 1 2 " H D P E 12 " H D P E 12" H D P E 1 2 " H D P E 1 2 " H D P E 24 " H D P E 12" H D P E 12 " H D P E 12" HDPE 12" H D P E 1 2 " H D P E 12 " H D P E DMH HE D G E R O W BRI C K P A V E R S BRI C K P A V E R S GRA I N T E C U R B RAISED BRICK PLANTER CONCRETE VAULT UMH UMH WOOD POST CON C R E T E W A L K C O N C R E T E W A L K CONCRETE WALK HEDGE ROW HE D G E R O W H E D G E R O W BUILDING OVERHANG G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B A S P H A L T C U R B A S P H A L T C U R B A S P H A L T C U R B A S P H A L T C U R B A S P H A L T C U R B IRRIGATION VALVE CLUSTER G R A N I T E C U R B BL A C K T O P E D G E BLACKTOP EDGE BLACKTOP EDGE BLACKTOP BASKETBALL COURT WOOD CURB HORSESHOE PIT (TYP) WOOD CURB HORSESHOE PIT (TYP) BL A C K T O P W A L K 8' H I G H C H A I N L I N K F E N C E WO O D C U R B WOOD CURB WOOD CURB WO O D C U R B VOLLEYBALL NETVOLLEYBALL NET VOLLEYBALL NET POST FOR VOLLEYBALL NET (TYP) 3' H I G H C H A I N L I N K F E N C E 3' H I G H C H A I N L I N K F E N C E GATE ENTRANCE BLAC K T O P W A L K B L A C K T O P W A L K CBS CBS GRANITE CURB IRRIGATION VALVE CLUSTER IRRIGATION VALVE IRRIGATION VALVE CLUSTER G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B A S P H A L T C U R B A S P H A L T C U R B 75 8 . 5 7 ' S0 6 ° 2 9 ' 2 6 " E REMOVE EXISTING ASPHALT PAVING, CONCRETE PADS, COURTS AND FENCING NECESSARY VEGETATION SEE SHEET C-105 SEE SHEET C-104 SEE SHEET C-105 SEE SHEET C-104 EXISTING CONDITIONS & DEMOLITION PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 09 C-105 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 0 0 - 1 0 6 _ E X D E M O _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com 1"=20' KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY BLACKTOP PARKING AREA CO N C R E T E BLACKTOP CONCRETE BOL BOL BOL BOL BOL BOL BOL BOL BOL CBR BOLBOLBOLBOLBOLBOLBOLBOL DMH PIV PIV STOP SIGN POSTAL PARKING SIGN POSTAL PARKING SIGN HYD WV S T CBR HYDWV SMH CBR CBR DMH 12 " P V C DMH 36 " C M P 12 " H D P E 36 " H D P E 36 " H D P E 8 " H D P E PIER PIER PIER DMH METAL POST ED G E O F G R A V E L STEPS W/HANDRAIL RETAINING WALL ED G E O F G R A V E L CONCRETE ELECTRICAL PAD CONCRETE RETAINING WALL STEPS PORCH BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E CO N C R E T E E D G E CO N C R E T E E D G E CBS TF=325.58 12" INV OUT=323.08 SUMP=321.58 12 " P V C 18" P V C ST ST (D) (A) (B) (C) DMH RIM=326.42 (A)24" INV IN=321.72 (B)36" INV IN=321.19 (C)12 INV IN=321.27 (D)36" INV OUT=321.06 24" CMP 36 " C M P 2 STORY CONCRETE BUILDING BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E 12 " H D P E 15' SANITARY SEWER EASEMENT PER L. 1086 P. 5015' 15'15' WATER MAIN EASEMENT PER L. 1086 P. 50 EXISTING ASPHALT PAVING IN THIS AREA, PROTECT IN PLACE EXISTING ASPHALT PAVING IN THIS AREA, PROTECT IN PLACE EXISTING ASPHALT PAVING IN THIS AREA, PROTECT IN PLACE EXISTING ASPHALT PAVING IN THIS AREA, PROTECT IN PLACE REMOVE PAVEMENT AT EDGE TO ALLOW GRASSED ISLAND REMOVE ASPHALT PAVING PROTECT TREE IN PLACE, TYP. PROTECT TREE IN PLACE, TYP. REMOVE CONCRETE STEPS, RAILING, SIDEWALK. FOR BUILDING RENOVATIONS REF. ARCH. PLANS BY OTHERS KEEP BUIDING ACCESS/ EGRESS KEEP BUIDING ACCESS/ EGRESS REMOVE STRUCTURES STEPS, RAILING, CONCRETE PADS, BOLLARDS, AND ALL APPURTENANCES. BUILDING RENOVATIONS REF. ARCH. PLANS BY OTHERS REMOVE TREES, PARKING SIGNAGE, ETC. REMOVE AND CUT BACK PAVING TO ALLOW FOR PAVEMENT WIDENINGREMOVE PAVEMENT AT EDGE TO ALLOW GRASSED ISLAND REMOVE TREE, CLEAR AND GRUB REMOVAL TO ROOT BALL REMOVE ENTIRE STUMP, ADD FILL AND COMPACT REMOVE CONCRETE PAVEMENTAT ENTRANCE/ EGRESS BUILDING RENOVATIONS REF. ARCH. PLANS, BY OTHERS REMOVE TREE, CLEAR AND GRUB REMOVAL TO ROOT BALL REMOVE 36" CMP PIPE REMOVE CATCH BASIN STRUCTURE REMOVE 12" CMP PIPE REMOVE CATCH BASIN STRUCTURE REMOVE ASPHALT PAVING, TO ACCOMMODATE FOR UNDERGROUND UTILITIES SEE SHEET C-106 SEE SHEET C-101 SEE SHEET C-106 SEE SHEET C-101 EXISTING CONDITIONS & DEMOLITION PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 10 C-106 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 0 0 - 1 0 6 _ E X D E M O _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY 1"=20' UT UT UT UT UT W UE UE UE ==== UE UE UE SS S T U T UT ST ST ST S T S T S T ST UE UE UE UE UE UE U E UE UE UE UE UE UE UE W W W UT UE UE UE UE UE UE UE U E UE UE UE UE UE U E U E UE W W W W W UE UE W W W W W CBS CB CBR CBR CBR CBR BOL BOL CBR CBR DMH DMH WOOD POST(2) WOOD POST DMH 1" COPPER PIPE BOL BOL BOL BOL BOL BOLCBS CBS SMH METAL POST RAILROAD CROSSING SIGN CBR CBR 30 MPH SIGN CBR GT BOL BOL CBR CBR CBR CB CBR CBR CBR CBR CBR CBS MH CBR CBS CBS BOLBOLBOL CBR NO CLEARANCESIGN DERAILSIGN RAILROAD CROSSING SIGN CBRCBRDMH POST CO POST READER SMH CBR SMH SMH SMH SMH SMH CBR CBR CBR CBR CBR CBR CBS CIRF IRF CBR CBS CBS CBS TPED DMH DMH DMH CBR CBR CBS CBS CBS CB CB CBR CBR CBR FLAGPOLE BOL CBR CBR CBR CBS CBR DMH DMH TEL RISER TPED TPED ST 12" H D P E 1 2 " H D P E DMH DMH DMH DMH ST DMH DMH CBR CBS YD W W WW W W W UT U T DMH CBS UE UE UE U E UE DUPLAINVILLE ROAD/HARRY DRIVE SIGN WATER SPIGOT UNKNOWN UNDERGROUND UTILITY LINE 8" GAS PIPE CBR CB UMH UMH ST ST ST ST SMH 12" PVC12" PVC DMH DMH UMH RIM=330.35 NOT ABLE TO OPEN IRRIGATION VALVE CLUSTER SS SS SS SS 12 " P V C 12 " P V C 18" P V C SS SS SMH 12 " P V C 12" CMP ST SMH SS SS 12 " P V C SMH 8" P V C 6" P V C ST ST CBS CBS UNKNOWN UNDERGROUND UTILITY LINE IRRIGATION VALVE CLUSTER IRRIGATION VALVE CLUSTER ST TPED MBMB MB CIRF CBR CBR ADAMS ROAD TPED TPED TPED IRF TPED CMON DUPLAINVILLE ROAD ADAMS ROAD ADAMS ROAD DUPLAINVILLE ROAD DUPLAINVILLE ROAD TPED CMON IRF SMON ADAMS ROAD ADAM S R O A D ST ST DMH RIGHT OF WAY LINERIGHT OF WAY LINE RIGHT OF WAY LINE 15 3 3 . 5 4 ' N0 6 ° 2 9 ' 2 6 " W S88°32'14"W 220.09' S83°52'14"W 815.49' 80 0 . 0 0 ' S0 6 ° 2 8 ' 5 9 " E 1734.28'N83°30'34"E 75 8 . 5 7 ' S0 6 ° 2 9 ' 2 6 " E S83°01'54"W499.68' S86°12'14"W C=200.02' L=200.08' R=2456.50' GP1 GP2 GP3 GP4 15' SANITARY SEWER EASEMENT PER L. 1086 P. 5015' 15'15' WATER MAIN EASEMENT PER L. 1086 P. 50 INGRESS/EGRESS EASEMENT PER L. 1505 P. 182 STORM WATER DRAINAGE EASEMENT PER L. 1059 P. 360 INGRESS/EGRESS EASEMENT PER L. 1266 P. 666 TEMPORARY EASEMENT FOR INGRESS/EGRESS PER L. 1505 P. 182 15' SANITARY SEWER EASEMENT PER L. 1086 P. 50 15' 15' 15' WATER MAIN EASEMENT PER L. 1086 P. 50 UTILITY EASEMENT PER L. 1097 P. 98 N(10) G(9) F(5)E(3)D(1) H(7) B(2)C(4) K(6W)J(6E) L(8) M Future A(7A) ELECTRICAL EQUIPMENT AREA DESIGN BY OTHERS ELECTRICAL EQUIPMENT AREA DESIGN BY OTHERS ELECTRICAL EQUIPMENT AREA DESIGN BY OTHERS GUARD HOUSE DESIGN BY OTHERS GUARD HOUSE DESIGN BY OTHERS C-111 C-112 C-113 C-114 C-116 C-115 ST CB CB CB DMH CB OCS CB CB CB SMH SS WH 43 SF VEST I B U L E 101 535 S F OPEN O F F I C E 102 104 S F BREA K R O O M 103 49 SF MECH . 104 51 SF REST R O O M 105 64 SF I.T. / U T I L I T Y 106 346 S F MON I T O R I N G R O O M 107 BR I N E VE 14 8 7 X X H3P O 4 VE 14 8 7 6 1 CIP 2 2 0 VE 148 7 7 0 CIP 1 0 0 VE 14 8 7 3 0 cG M P G R A D E N A O H VE 14 8 7 2 1 TE C H G R A D E N A O H VE 14 8 7 X X SSSS FM FM FM FM FM F M FM FM FM FM FM FM W W W W W W W W W W SS SS SSSSSSSSSS WV WV WV HYD WV PROPOSED 20" HDPE WATER MAIN PROPOSED 20" HDPE WATER MAIN W W W W W W 20" HDPE DR 11 45° BEND W W W W 20" HDPE DR 11 20 " H D P E D R 1 1 20 " H D P E D R 1 1 WV WV WV HYD WV OVERALL PROPOSED SITE PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 11 C-110 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 1 0 - 1 1 6 _ S P _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY BAR SCALE 1 inch = ft. 100 0 50 100 200 100 MAP NOTES: 1.Topographic information shown hereon was compiled from an actual field survey conducted during the months of October 2025 through January 2026. 2.North orientation is referenced to Grid North and based on the New York State Plane Coordinate System, East Zone, NAD 83/2011 epoch 2010.00. US Survey Foot. 3.Vertical datum shown hereon is NAVD 88 (Geoid 18) obtained from RTK GPS observations using the Saratoga CORS. 4.Boundary information shown hereon per map reference no. 1. 5.During the course of this survey this geographic area accumulated snow from several storms. Due to the resulting snowbanks and packed ice the undersigned cannot certify that some object or feature has been omitted. 6.Underground facilities, structures, and utilities shown hereon have been plotted from a combination of data obtained from previous maps and record drawings as well as current field survey by the undersigned. Surface features such as catch basin rims, manhole covers, water valves, gas valves, etc. are the result of field survey unless noted otherwise. There may be other underground utilities, the existence of which is not known to the undersigned. Size and location of all underground utilities and structures are not certified and must be verified by the appropriate authorities. Dig Safely New York must be notified prior to conducting test borings, excavation and construction. MAP REFERENCE: 1."ALTA/NSPS Land Title Survey for 56 Duplainville Road" City of Saratoga Springs, Saratoga County, New York prepared by Colliers Engineering & Design, dated December 19, 2024. Project No. 24007514A. 2.“Quadgraphics Saratoga Springs Facility Site Utility Map, Sanitary Sewer, Storm Sewer, Underground Electric from Survey, P.E.O. Packet” dated November 12, 2024. SITE PLAN NOTES: 1. APPLICANT: REGENERON PHARMACEUTICALS, INC. 1 GLOBAL VIEW TROY, NY 12180 2.SITE ADDRESS IS 56 DUPLAINVILLE ROAD. THE OVERALL BOUNDARY AREA TOTALS 7.75± ACRES, OF WHICH THE PROPOSAL IS PART OF THE LEASE PARCEL AREA OF 1.15± ACRES AS PART OF TAX MAP ID: 177-1-66. 3.THE SITE IS LOCATED COMPLETELY IN THE IND-G ZONING DISTRICT. 4.SITE IMPROVEMENTS TO REDEVELOP THE VACANT QUAD GRAPHICS FACILITY INTO A PHARMACEUTICAL MANUFACTURING FACILITY. PAVING NOTES: 1.PAVEMENT DIMENSIONS ARE TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 2.REMOVE LOOSE AND FOREIGN MATERIAL FROM THE SURFACE OF THE SUBBASE BEFORE PAVING. 3.NO VEHICULAR TRAFFIC SHALL BE PERMITTED ON THE GRADED AND COMPACTED SURFACE OF THE SUBBASE MATERIAL ONCE IT HAS BEEN PREPARED FOR PAVING. IF, IN THE OPINION OF THE ENGINEER, PREPARED AREAS HAVE BEEN DAMAGED, THEY SHALL BE RE-GRADED AND RE-COMPACTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 4.A TACK COAT SHALL BE APPLIED TO CONTACT SURFACES OF EXISTING ASPHALT AND CONCRETE. BRUSH APPLY TACK COAT TO SURFACES OF CURBS, GUTTERS, MANHOLES, AND OTHER STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. DRY TO A "TACKY" CONSISTENCY BEFORE PAVING. TACK COAT ENTIRE VERTICAL SURFACE OF ABUTTING EXISTING PAVEMENT. 5.PLACE HOT-MIX ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD AND STRIKE-OFF USING A SELF-PROPELLED PAVING MACHINE, WITH VIBRATING SCREED. PLACEMENT IN LIMITED ACCESS AREAS MAY BE DONE BY HAND. 6.PROVIDE CONSTRUCTION JOINTS BETWEEN OLD AND NEW PAVEMENTS AND BETWEEN SUCCESSIVE DAYS WORK. 7.AFTER COMPLETION OF PAVING OPERATIONS, BROOM CLEAN OR POWER WASH SURFACES OF LOOSE AND FOREIGN DEBRIS. 8.ALL PAVEMENT RESTORATION SHALL MATCH EXISTING GRADES UNLESS OTHERWISE DIRECTED. 9.ALL SAWCUT LINES SHALL BE PARALLEL AND CURVILINEAR TO EXISTING OR PROPOSED CURBING AND SHALL BE A CONSTANT DISTANCE OF AT LEAST 12 INCHES AWAY, OR AS ORDERED BY THE ENGINEER. GRADING PLAN NOTES: 1.UDIG NEW YORK (PHONE 800-962-7962 / PHONE 811 / WWW.UDIGNY.ORG) SHALL BE NOTIFIED PRIOR TO BE CONDUCTING ANY TEST BORINGS, EXCAVATION OR CONSTRUCTION. UTILITY MARK-OUTS SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 2.THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON-SITE OR IN THE RIGHT-OF-WAY THAT MAY BE AFFECTED BY THE WORK, PRIOR TO EXCAVATING AND SITE GRADING. 3.SITE GRADING SHALL NOT PROCEED UNTIL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE PATTERNS DURING THE COURSE OF THE WORK. 5.NO SAW CUTTING OF EXISTING ROADWAY IS ALLOWED. DIRECTIONAL DRILLING MUST BE PERFORMED CROSSING THE ROAD. NO PAVEMENT CUTS OR SHOULDER DISTURBANCE WITHOUT THE APPROVAL OF TOWN HIGHWAY SUPERINTENDENT. 6.EARTHWORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. IN THE EVENT THAT WORK OUTSIDE OF DESIGNATED LIMITS OF CONSTRUCTION IS NECESSARY, THE PERMISSION OF THE PROPERTY OWNER MUST FIRST BE OBTAINED BEFORE COMMENCING SUCH WORK. 7.BOX TREES, SHRUBS, AND HEDGES TO REMAIN BEFORE PLACING EARTH AGAINST OR NEAR THEM. SHRUBS AND HEDGES, WHICH MUST BE REMOVED TO PERFORM THE WORK, SHALL BE HEALED IN AND REPLANTED IN AS GOOD A CONDITION AS THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED TREES, SHRUBS AND/OR HEDGES INTENDED TO REMAIN SHALL BE REPLACED IN SIMILAR SIZE AND SPECIES AT THE CONTRACTOR'S EXPENSE. 8.THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING, BARRICADES, OR OTHER SUITABLE PROTECTION LOCATED OUTSIDE THE DRIP LINE (OUTER PERIMETER OF BRANCHES) TO PROTECT TREES AND OTHER PLANTS INTENDED TO REMAIN FROM DAMAGE. 9.CONSTRUCTION ACTIVITY WITHIN THE TOWN ROW SHALL BE RESTORED, GRADED FOR DRAINAGE AND VEGETATION ESTABLISHED PRIOR TO C.O. ISSUANCE. 10.ALL DISTURBED AREAS WILL BE RESTORED IN ACCORDANCE WITH THE SOIL RESTORATION REQUIREMENTS IN TABLE 5.3 OF THE DESIGN MANUAL (SEE PAGE 5-22). 11.NOTIFY AND APPLY FOR WORK PERMIT THROUGH THE TOWN OF WILTON HIGHWAY DEPARTMENT PRIOR TO COMMENCING WORK IN THE TOWN RIGHT OF WAY. DIRECTION DRILLING UNDER ROADWAY IS REQUIRED. OPEN CUTS IN PAVEMENT SURFACE NEED TO BE APPROVED BY WILTON HIGHWAY DEPARTMENT, THE AUTHORITY HAVING JUSIDICTION OVER ROADWAY. UTILITY PLAN NOTES: 1.THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS HAVING UNDERGROUND UTILITIES ON-SITE OR IN THE RIGHT-OF-WAY THAT MAY BE AFFECTED BY THE WORK, PRIOR TO EXCAVATING AND SITE GRADING. 2.UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATIONAL PURPOSES ONLY. THEIR EXACT LOCATION SHALL BE FIELD VERIFIED BEFORE CONSTRUCTION BEGINS. 3.THE CONTRACTOR(S) SHALL MAINTAIN EXISTING UTILITY SERVICES ON-SITE AND THOSE THAT MAY AFFECT ADJACENT PROPERTIES DURING CONSTRUCTION OF NEW UTILITY SERVICES. 4.CURBING, PAVEMENTS, SIDEWALKS, LAWNS, STRUCTURES OR FACILITIES DAMAGED BY UTILITY TRENCHING/EXCAVATION OPERATIONS SHALL BE REPLACED OR REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN THE PRE-CONSTRUCTION CONDITION, AS DESCRIBED IN THE CONTRACT DOCUMENTS, OR AS ORDERED BY THE ENGINEER. MAILBOXES, SIGNS, POSTS, ETC. SHALL BE PROTECTED OR REMOVED AND REPLACED AS THEY WERE BEFORE BEING DISTURBED. REMOVE AND REPLACE AFFECTED CURBING AND SIDEWALKS TO THE NEAREST JOINT. REMOVE PAVEMENT AND REPLACE TO THE SAWCUT LINE. SAWCUT IN A STRAIGHT LINE TO THE POINT NEEDED TO BLEND GRADES. REMOVE LAWN AND REPLACE TO THE MINIMUM LIMITS OF EXCAVATION ALONG A STRAIGHT LINE. 5.NO WORK, STORAGE OR MATERIALS, OR TRESPASSING SHALL BE ALLOWED BEYOND THE BOUNDARIES OF ANY EASEMENTS WITHOUT FIRST RECEIVING PERMISSION FROM THE PROPERTY OWNER. 6.DIMENSIONS SHOWN ARE TO THE CENTERLINE OF PIPE, FITTING/BEND, OR STRUCTURE UNLESS OTHERWISE NOTED. 7.TRENCHING, PIPE LAYING, AND BACKFILLING OPERATIONS SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. INFILTRATION BASIN CONSTRUCTION NOTES: 1.TO MAXIMIZE THE PERCOLATION IN THE BOTTOM OF THE INFILTRATION BASIN AND TO ESTABLISH AND MAINTAIN VEGETATIVE COVER, IT IS REQUIRED THAT A REDUCED DEPTH OF TOPSOIL (APPROXIMATELY 1.5 INCHES) BE SPREAD ACROSS THE BASIN FLOOR. THE TOPSOIL SHALL BE WORKED INTO THE UPPER 2 TO 3 INCHES OF NATIVE SAND CREATING A BLENDED MIXTURE OF TOPSOIL AND NATIVE SAND. USE LIGHT MECHANICAL EQUIPMENT(I.E., YORK RAKE, LANDSCAPE RAKE) TO AERATE AND BLEND THE TOPSOIL AND NATIVE SAND. 2.IT IS CRITICAL THAT THE CONTRACTOR AVOID THE USE OF HEAVY EQUIPMENT ON THE BASIN FLOOR WHEN PERFORMING THE SURFACE TREATMENT WORK. IF THE BASIN FLOOR HAS EXPERIENCED HEAVY POINT LOADING(I.E., COMPACTION) THEN THE BASIN FLOOR SHALL BE AERATED (DECOMPACTED) TO RESTORE THE NATURAL PERCOLATION RATE. THE INTENT IS TO PROVIDE ENOUGH ORGANIC TOPSOIL TO GET GRASS ESTABLISHED WITHOUT CHOKING OFF THE INFILTRATION CAPACITY THROUGH THE FLOOR OF THE BASIN. 3.FOR INFILTRATION BASINS THAT INCLUDE A FOREBAY COMPONENT, THE FOREBAY MAY BE EXCAVATED AND UTILIZED AS A SEDIMENT TRAP DURING CONSTRUCTION; HOWEVER, THE INFILTRATION BASIN PORTION OF THE BASIN MAY NOT BE EXCAVATED AND/OR UTILIZED AS A TEMPORARY SEDIMENT CONTROL DEVICE, AS THIS CAN CAUSE THE INFILTRATION BASIN TO BECOME SILTED IN, COMPACTED AND REDUCE ITS OVERALL INFILTRATION CAPABILITIES. UT UT UT UT UT UT UT UT UT UT UT UT UE UE UE UE UE UE UE UE UE UE UE UE UE UE SS SS SS SS SS SS SS SS UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE W W W W W W CONCRETE CURB WOOD RETAINING WALL CONCRETE PIVPIV HYD WOOD POST(2) WOOD POST BOL BOL BOL BOL BOL BOLCBS CBS SMH CBR RIM=323.73 A)12"HDPE INV.=320.99 SUMP=317.73 CBR CBR RIM=323.62 SUMP=317.52 NO PIPES VISIBLE CBR A CBS TF=323.89 A)8"HDPE INV.=321.39 B)INV.=321.24 C)12"HDPE INV.=321.19 CBS A B C SMH CBS WV DMH RIM=326.61 A)36"HDPE INV.=313.41 B)36"HDPE INV.=313.41 CBS TF=324.30 12"CMP INV.=320.50 CBS TF=325.08 A)30"CMP INV.=318.43 B)30"CMP INV.=318.43 C)12"CMP INV.=321.48 (A) (B) (C) CBS TF=324.88 12"CMP INV.=321.28 DMH 12 " H D P E 8" H D P E 12" HDPE A B 12 " C M P 3 0 " C M P 12" CMP W W W W W W W W W W W W UNKNOWN UNDERGROUND UTILITY LINE BLACKTOP PATCH BLACKTOP EDGEBL A C K T O P E D G E BLACKTOP PATCH BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E POST W/SHUT OFF SMH RIM=326.22 (A)12" INV IN=318.57 (B)12" INV OUT=318.47 SUMP=320.02 SS SS SS SS SS SS SS 12 " P V C DMH RIM=326.01 (A)12" INV IN=320.63 (B)36" INV IN=317.82 (C)36" INV OUT=317.73 ST ST ST ST ST ST ST ST (A)(B) (C) 36 " C M P SS SS SS SS SS (A) (B) SMH 8" P V C 6" P V C SMH RIM=330.28 (A)8" INV IN=322.48 (B)6" INV IN=322.58 (C)8" INV OUT=322.38 W W UNKNOWN UNDERGROUND UTILITY LINE BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E S T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST (A) (C) (B) 32 6 33 0 327 328 329 32 6 32 7 32 8 32 9 3 2 5 3 2 6 32 7 32 5 32 6 32 7 32 7 325 326 327 15' SANITARY SEWER EASEMENT PER L. 1086 P. 50 15' 15' 15' WATER MAIN EASEMENT PER L. 1086 P. 50 N(1 9 4 33 33 66 PARKING SPACES 13 PARKING SPACESINLET PROTECTION (TYP.) SILT FENCE (TYP.) INLET PROTECTION (TYP.) CONCRETE WASHOUT (TYP.) GUARD HOUSE DESIGN BY OTHERS 6' HIGH CHAIN LINK FENCE 4.16 KV TRANSFORMER CONCRETE ENCLOSURE 4.16 KV TRANSFORMER COOLING TOWERS COOLING TOWERS COOLING TOWERS CONCRETE ENCLOSURE 34.5 KV TRANSFORMER 34.5 KV TRANSFORMER CONTAINMENT PAD SWITCHGEAR ENCLOSURE SWITCHGEAR ENCLOSURE ABOVE GROUND PIPE RACK 6' HIGH CHAIN LINK FENCE (2) PMH GENERATOR ENCLOSURE GENERATOR ENCLOSURE ELECTRICAL ENCLOSURE PUMP STATION DESIGN UNDER SEPARATE COVER BUIDING ACCESS/ EGRESS EDGE OF PAVEMENT EDGE OF PAVEMENT PROPOSED PAVEMENT AREAS EXISTING PAVEMENT TO REMAIN PROPOSED PAVEMENT AREAS SEE SHEET C-116 SEE SHEET C-111 SEE SHEET C-116 SEE SHEET C-111 SEE SHEET C-112 ST ST ST ST ST ST DMH CB-4 (36"X36") 300 LF 36" CMP @ 0.70% DMH-1 (6'Ø) TF=326.01 12" INV. IN=320.63 36" INV. IN=319.90 36" INV. OUT=319.85 SMH SSSSSSSSSS SMH 2 325.68 15" INV. IN=319.93 15" INV. OUT=319.83 SMH 1 326.87 8" INV. IN=321.70 15" INV. OUT= 321.12 194 LF 15" PVC @ 0.61% 23 LF 8" PVC @ 7.3% FMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM F M SS SS 327 326 32 5 32 7 -0 . 5 0 % -0 . 5 0 % FFE: 331.28 FFE: 331.24 327.20 327.35 327.35 327.35 327.35 327.20 327.20327.20 MATCH EXISTING GRADES MATCH EXISTING GRADES MATCH EXISTING GRADES MATCH EXISTING GRADES M/E M/E M/E M/E M/E M/E M/E M/E M/E M/E M/E M/E M/E M/E M/EM/E M/E M/E PROPOSED SITE PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 12 C-111 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 1 0 - 1 1 6 _ S P _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY G G ==================== UE UE UE UE UE UE UE UE UE UE W UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE G W W W W W BUILDING EDGE OF GRAVEL EDGE OF GRAVEL BUILDING 1" COPPER PIPE PIV PIV METAL POST RAILROAD CROSSING SIGN CBR CBR 30 MPH SIGN CBR GT BOL BOL BOLBOL PIV PIV PIV HYD PIV PIVHYD WV PIV PIVHYD WV SMH HYD DMH CBR RIM=326.34 SUMP=322.64 NO PIPES VISIBLE CONCRETE PAD CONCRETE WALL PIER PIER PIER PIER PIER PIERPIER W W W W WV W W W W W W W W W W W W W W W WV W W DUPLAINVILLE ROAD/HARRY DRIVE SIGN EDGE OF GRAVEL WATER SPIGOT CONCRETE PAD CONCRETE PAD 8" GAS PIPE STEPS EDGE OF GRAVEL EDGE OF GRAVEL STEPS EDGE OF GRAVEL SMH RIM=327.81 (A)6" PVC INV IN=319.21 (B)6" PVC INV OUT=319.15 (A) (B) CBR (DRY WELL) RIM=321.93 SUMP=316.08 CBR (DRY WELL) RIM=322.02 SUMP=317.02 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST DMH RIM=326.12 (A)18" INV IN=318.92 (B)42" INV IN=316.42 (C)42" INV OUT=316.32 (A) (B)(C) 18 " D I P 42" CMP (C)42" CMP36" CMP UE UE BUILDING OVERHANG BLACKTOP EDGE DUPLAINVILLE ROAD 325 325 325 325 323 323 323 323 324 324 324 324 326 326 326 326 327 327 INGRESS/EGRESS EASEMENT PER L. 1266 P. 666 UTILITY EASEMENT PER L. 1097 P. 98 17 ' 8' 2. 8 ' 24 ' 20 ' 30'14' 28' 1' 21 ' 15 ' 20 ' 24 ' SILT FENCE (TYP.) 3'3' PAVEMENT WIDTH REDUCTION TO AVOID WATER PIV, ADD BOLLARDS PAVEMENT WIDTH REDUCTION TO AVOID WATER HYDRANT AND PIV, ADD BOLLARDS PAVEMENT WIDTH REDUCTION TO AVOID WATER HYDRANT & PIV, ADD BOLLARDS ABOVE GROUND PIPE RACK JERSEY BARRIER 3' OFFSET FROM EDGE OF PAVEMENT JERSEY BARRIER 3' OFFSET FROM EDGE OF PAVEMENT JERSEY BARRIER 3' OFFSET FROM EDGE OF PAVEMENT UNCOMPACTED GRAVEL FROM BUILDING FACE TO EDGE OF PAVEMENT EXISTING PAVEMENT TO REMAIN PROPOSED PAVEMENT AREAS SEE SHEET C-111 SEE SHEET C-112 SE E S H E E T C - 1 1 3 SE E S H E E T C - 1 1 2 SE E S H E E T C - 1 1 3 SE E S H E E T C - 1 1 2 E E E FFE: 331.29 BS: 327.30 TS: 331.20 327 327 326.11 326.11 326.11 326.10 326.07 326.12 327.37 326.12 326.25 326.48 326.37 326.56 326.55 326.20 326.86 327.37 327.13 327.20 327.20 327.13 327.37 327.20 327.06 327.16 327.04 327.20 327.38 327.38 327.13 M/E 327.31 327.19 327.28 326.24 M/E M/E M/E M/E M/E PROPOSED SITE PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 13 C-112 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 1 0 - 1 1 6 _ S P _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY ST ST CBR RIM=326.46 A)15"RCP INV.=323.17 B)15"HDPE INV.=323.2 A B CBR RIM=326.67 (A)18" INV IN=320.17 (B)36" INV IN=317.67 (C)42" INV OUT=317.67 ST (A) UE UE UE UE UE UE UE UE GRAVEL BLACKTOP BOL CBR END SECTION 15"RCP INV.=323.33 15"HDPE INV.=323.43 (SILTED) NO CLEARANCE SIGN DERAIL SIGN RAILROAD CROSSING SIGN CBRCBR PIV PIV HYD WV DMH HYDHYD WV CONCRETE PAD CBS YD W W W W W W W W W W W W W W UE UE UE EDGE OF GRAVEL STEPS EDGE OF GRAVEL ST ST ST ST(B)(C) 18 " D I P 36" CMP SMH 12" PVC12" PVC SMH RIM=334.21 (A)12" INV IN=322.59 (B)12" INV OUT=322.33 (A)(B) DMH ST ST ST ST ST 36" CMP 12" HDPE 18 " D I P DMH RIM=328.34 (A)18" INV IN=320.04 (B)12" INV IN=320.34 (C)36" INV OUT=318.74 (A) (B)(C) DMH RIM=327.70 (A)12" INV IN=320.91 (B)12" INV OUT=320.93 (B) 18 " C M P CBR RIM=326.68 (A)18" INV IN=320.18 (B)36" INV IN=318.68 (C)36" INV OUT=318.68 (A) (B)(C) 8' H I G H C H A I N L I N K F E N C E BLACKTOP EDGE DUPLAINVILLE ROAD S0 6 ° 2 8 ' 5 9 " E 1734.28' 325 325 330 326 326 326 326 327 327 327 327 328 328 328 329 329 329 3 2 6 32 7 3 3 0 3 2 6 3 2 7 3 2 8 3 2 9 TEMPORARY EASEMENT FOR INGRESS/EGRESS PER L. 1505 P. 182 14' TR U C K L O A D I N G Z O N E CONCRETE WASHOUT (TYP.) INLET PROTECTION (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) 3'3' PAVEMENT WIDTH REDUCTION TO AVOID WATER PIV, ADD BOLLARDS ABOVE GROUND PIPE RACK ABOVE GROUND PIPE RACK BULK CHEMICAL BUILDING ENCLOSURE NEW PARVEMENT AREA JERSEY BARRIER 3' OFFSET FROM EDGE OF PAVEMENT UNCOMPACTED GRAVEL FROM BUILDING FACE TO EDGE OF PAVEMENT PROPOSED PAVEMENT AREAS SE E S H E E T C - 1 1 3 SE E S H E E T C - 1 1 2 SEE SHEET C-114 SEE SHEET C-113 SE E S H E E T C - 1 1 3 SE E S H E E T C - 1 1 2 ST ST CORED CONNECTION TO EXISTING CATCH BASIN. EXPECTED 12" INV. IN=320.97 CONTRACTOR TO FIELD VERIFY FINAL INVERT WITH ENGINEER CB CB ST ST ST ST ST ST 2' OF 12" HDPE PIPE AT 0.50% 12 6 ' O F 1 2 " H D P E P I P E A T 0 . 5 0 % 14 1 ' O F 1 2 " H D P E P I P E A T 0 . 5 0 % CB 4 TF 327.00 12" INV. IN 321.45 12" INV. OUT 321.45 CB 3 TF 327.00 12" INV. IN 322.18 12" INV. OUT 322.10 BR I N E VE 14 8 7 X X H3 P O 4 VE 14 8 7 6 1 CI P 2 2 0 VE 14 8 7 7 0 CI P 1 0 0 VE 14 8 7 3 0 cG M P G R A D E N A O H VE 14 8 7 2 1 TE C H G R A D E N A O H VE 14 8 7 X X FFE: 331.2±TS: 331.10 BS: 327.60 3 2 6 3 3 0 3 2 7 3 2 8 3 2 9 327.20 327.38 327.13 327.22 327.14 327.37 327.37 327.13 327.19 327.20 327.20 327.30 327.35 327.20 327.20 327.13 327.38 327.20 327.13 327.38 327.13 327.20 327.13 327.38 327.07 327.00 326.34 325.94 325.88 325.91 325.89 326.15 326.10 325.92 TW: 327.25 BW: 327.15 TW: 329.15 BW: 327.15 TW: 330.95 BW: 327.15 TW: 331.50 BW: 327.15 TW: 330.05 BW: 327.15 TW: 328.15 BW: 327.15 TW: 327.50 BW: 327.15 326.55 PROPOSED SITE PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 14 C-113 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 1 0 - 1 1 6 _ S P _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY U E U E UE ST ST CBR RIM=329.06 A)12"HDPE INV.=324.84 B)12"HDPE INV.=324.85 (A) (B) ST ST ST U E UE UE U E U E UE UE UE U E UE UE C O N C R E T E GRAVEL CON C R E T E CO N C R E T E GRAINTE CURB IRRIGATION VALVE IRRIGATION VALVE CBR MH CBS POST CO POST READER SPIGOT WV WV FLAGPOLE SPRINKLER HEAD BENCHES LAN D S C A P I N G E D G E CONCRETE 12 " H D P E 12 " H D P E BLACKTOP EDGE HED G E R O W DMH BRI C K P A V E R S UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E U E U E U E U E U E UE UE UE UE CONCRETE PAD WITH ELECTRICAL PANEL GRAINTE CURB 2" PIPE HED G E R O W HEDGE ROW G R A I N T E C U R B G R A I N T E C U R B UMH RIM=330.35 NOT ABLE TO OPEN BLACKTOP EDGE BLACKTOP EDGE BLACKTOP EDGE GRA N I T E C U R B 8' H I G H C H A I N L I N K F E N C E UE 2 STORY CONCRETE BUILDING 2 STORY CONCRETE BUILDING UE UE UE UE U E U E UE UE UE G R A I N T E C U R B 33 0 3 2 7 32 8 3 2 9 33 1 330 326 327 328 329 G(9) F(5) 4 10 11 8 29 PARKING SPACES TRUCK LOADING ZONE 5' 4' INLET PROTECTION (TYP.) BOLLARD TYP. (3) TRASH COMPACTORS (3) TRASH COMPACTORS ABOVE GROUND PIPE RACK 5' WIDE CONCRETE SIDEWALK NEW PAVEMENT AREA 4' WIDE STONE 2' WIDE STONE 5' WIDE CONCRETE SIDEWALK 2' WIDE STONE 5' WIDE CONCRETE SIDEWALK POTENTIAL AREA OF RELOCATED EV CAR SPACES EXISTING PAVEMENT TO REMAIN 5' WIDE CONCRETE SIDEWALK 2' WIDE STONE SEE SHEET C-113 SEE SHEET C-115 SEE SHEET C-114 SEE SHEET C-115 SEE SHEET C-114 OCS CB FOREBAY INFILTRATION BASIN ST ST S T 14 1 ' O F 1 2 " 39' OF 12" HDPE PIPE AT 0.40% CB 2 TF 327.50 12" INV. IN 322.93 12" INV. OUT 322.90 OCS 1 TF 325.62 12" INV. OUT 323.10 331.12 331.16 FFE: 331.2± 32 5 32 3 32 4 32 6 32 7 32 7 325 324 326 327 328 33 0 32 7 32 8 32 9 33 1 326.56 326.64326.90 328.01 327.50 326.50328.41 328.64 328.77 330.10329.99 330.35 330.43 330.66 327.60 329.84 329.66 329.78 329.99331.20 327.50 BW: 327.15BW: 327.15BW: 327.15TW: 331.50 BW: 327.15 331.19 331.09 331.09 331.09331.19 FFE: 331.2± FFE: 331.2± 331.10 331.03 331.05 331.07 331.08 331.10 311.13 331.02 331.11 331.13 331.15 331.15 331.17 331.20 331.00330.76 330.85 330.90331.00 330.95 331.00 330.95 330.90 330.80 FFE: 331.21331.17 331.10 331.21 330.73 330.87 330.87 330.71330.65 331.00 331.48 331.32 PROPOSED SITE PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 15 C-114 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 1 0 - 1 1 6 _ S P _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY CBR RIM=328.30 A)12"HDPE INV.=325.3± B)PIPE NOT VISIBLE C)12"HDPE INV.=325.3± SUMP=318.65 CBS TF=328.62 12"HDPE INV.=325.5 CBS TF=328.16 SUMP=318.16 DMH RIM=330.38 SUMP=318.68 NO PIPES VISIBLE 2' OF WATER ST ST ST S T S T S T ST S T S T S T ST ST ST ST ST ST ST ST ST ST ST CBR RIM=330.41 SUMP=318.71 NO VISIBLE PIPES CBS TF=329.19 A)12"HDPE INV.=325.46 B)PIPE NOT VISIBLE A CBR RIM=328.28 A)12"HDPE INV.=324.33 B)12"HDPE INV.=324.18 SUMP=319.88 CBS TF=329.13 12"HDPE INV.=325.51 CBR RIM=328.73 A)12"HDPE INV.=324.11 B)PIPE NOT VISIBLE C)12"HDPE INV.=324.25 SUMP=320.23 A C CBR RIM=328.64 A)12"HDPE INV.=324.27 B)12"HDPE INV.=324.21 C)12"HDPE INV.=324.17 SUMP=318.54 CBR RIM=328.53 A)12"HDPE INV.=324.28 B)12"HDPE INV.=324.38 SUMP=319.33 3' OF WATER A B C A B CBR RIM=328.66 A)12"HDPE INV.=324.21 B)12"HDPE INV.=324.23 C)24"HDPE INV.=323.75 SUMP=318.66 (A) (C) (B) ST ST ST CBS TF=328.81 A)12"HDPE INV.=325.18 CBS TF=328.71 A)12"HDPE INV.=325.12 B)12"HDPE INV.=325.14 (A) (A) (B) S T S T S T S T CBS TF=328.70 12"HDPE INV.=325.92 CBR RIM=328.55 A)PIPE NOT VISIBLE B)12"HDPE INV.=324.39 SUMP=319.85 CBR RIM=328.80 A)12"HDPE INV.=323.85 B)PIPE NOT VISIBLE C)24"HDPE INV.=323.41 D)PIPE NOT VISIBLE SUMP=318.70 2' OF WATER B (A) (C) CBS TF=328.81 A)12"HDPE INV.=325.43 A UE UE U E UE UE UE U E UE U E U E UE UE UE U E UE U E U E UE U E U E U E U E UE UE UE UE UE UE UE UE UE UE U E U E UE UE UE U E UE U E UE UE U E U E U E U E U E U E U E U E U E U E U E U E U E UE UE U E U E U E U E U E U E W W W W W W W W UE CON C R E T E WV WV WV CBR CBR CB WV WV WV WV CBR CBR CBR WV CBR CBS CBS POST READER CBS CBS CBS CB CB CBR CBR CBR FLAGPOLE HYD S T S T ST A B ST ST ST A C FLAGPOLE BENCHES 1 2 " H D P E 12 " H D P E 12 " H D P E 12" H D P E 12" HDPE 12 " H D P E 12" H D P E 1 2 " H D P E 12" HDPE 24 " H D P E 12" H D P E 12" H D P E 12" HDPE 12" H D P E 1 2 " H D P E 12 " H D P E B B B A (B) (D) (B) U E UE UE UE UE UE U E U E U E U E U E U E U E U E UE UE U E U E U E UE U E U E U E UE UE HE D G E R O W BRI C K P A V E R S BRI C K P A V E R S GRA I N T E C U R B RAISED BRICK PLANTER CONCRETE VAULT UMH UMH WOOD POST CON C R E T E W A L K C O N C R E T E W A L K CONCRETE WALK HEDGE ROW HE D G E R O W H E D G E R O W BUILDING OVERHANG G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B A S P H A L T C U R B A S P H A L T C U R B A S P H A L T C U R B A S P H A L T C U R B A S P H A L T C U R B IRRIGATION VALVE CLUSTER G R A N I T E C U R B BL A C K T O P E D G E BLACKTOP EDGE 8' H I G H C H A I N L I N K F E N C E BLAC K T O P W A L K B L A C K T O P W A L K ST ST ST ST CBS CBS ST CBS NOT FOUND (PAVED OVER) PER MAP REFERENCE NO. 1 GRANITE CURB IRRIGATION VALVE CLUSTER IRRIGATION VALVE CLUSTER G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B G R A I N T E C U R B A S P H A L T C U R B A S P H A L T C U R B CBS NA FULL WITH ICE PER MAP REFERENCE NO. 1 75 8 . 5 7 ' S0 6 ° 2 9 ' 2 6 " E 332 33 2 333 334 336 33 7 33 8 33 9 332 332 331 33217 24 289 PARKING SPACES 10 A D A S P A C E S 27 30 31 32 33 32 20 17 14 ELECTRICAL EQUIPMENT AREA DESIGN BY OTHERS ELECTRICAL POWER EQUIPMENT EXISTING PAVEMENT TO REMAIN CONCRETE TRUCK UNLOADING PAD SEE SHEET C-115 SEE SHEET C-114 SEE SHEET C-115 SEE SHEET C-114 PROPOSED (2) 500,000 GALLON POTABLE / PROCESS WATER TANK TO BE DESIGNED UNDER SEPARATE COVER NOT INCLUDED IN THIS DESIGN PACKAGE W W W W W W W W 1 5 ' Ø 6 0 ' Ø6 0 ' 18' 8' 40' 45° BEND 45° BEND 45° BEND 45° BEND 10'x20' CL2 AND METER BUILDING 30'x50' PUMP HOUSE W W TEEWV 5' 10 ' 20' 30 ' 50' W W W W PROPOSED SITE PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 16 C-115 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 1 0 - 1 1 6 _ S P _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY ST ST ST ST S T S T S T S T S T ST UE UE UE UE UE UE W W W W W W W W W WUE UE UE UE W W W W W W W W W W BLACKTOP PARKING AREA BLACKTOP CONCRETE BOL CBR DMH PIV PIV HYD WV ST ST ST ST CBR HYDWV SMH CBR CBR DMH RIM=327.42 A)36"CMP INV.=322.30 B)36"CMP INV.=322.40 CBR RIM=325.03 SUMP=319.13 NO PIPES VISIBLE CBR RIM=323.92 A)36"HDPE INV.=315.12 B)36"HDPE INV.=315.12 C)8"HDPE INV.=320.92 ST ST ST A B C CBR RIM=323.14 SUMP=317.24 NO PIPES VISIBLE CBR RIM=324.51 SUMP=318.51 NO PIPES VISIBLE CBR RIM=324.34 SUMP=318.34 NO PIPES VISIBLE DMH RIM=325.53 A)36"HDPE INV.=315.83 B)36"HDPE INV.=315.83 C)12"HDPE INV.=320.49 A BC CBR RIM=323.31 SUMP=318.51 NO PIPES VISIBLE DMH 12 " P V C ST ST ST ST DMH B A 36 " C M P 12 " H D P E 36 " H D P E 36 " H D P E 8 " H D P E PIER PIER PIER W DMH METAL POST ED G E O F G R A V E L W W STEPS W/HANDRAIL RETAINING WALL ED G E O F G R A V E L STEPS PORCH BL A C K T O P E D G E BL A C K T O P E D G E SS SS SS SS SS SS SS SS SS SS SS SS 12 " P V C SMH RIM=325.99 (A)12" INV IN=320.69 (B)PIPE WITH PLUG=321.19 (C)12" INV OUT=320.64 (A) (B) (C) ST ST 18" P V C DMH RIM=326.19 (A)18" INV IN=320.29 (B)18 INV OUT=320.09 (A) (B) ST ST 24" CMP 3 6 " C M P 2 STORY CONCRETE BUILDING BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E BL A C K T O P E D G E ST ST ST DMH RIM=328.23 (A)12" INV IN=322.59 (B)36" INV OUT=322.57 A B 12 " H D P E 3 2 5 3 2 6 3 2 6 3 2 7 3 2 8 15' SANITARY SEWER EASEMENT PER L. 1086 P. 5015' 15'15' WATER MAIN EASEMENT PER L. 1086 P. 50 C(4) K(6W) 2311 1212 12 12 12 94 PARKING SPACES 25 125 PARKING SPACES 50 50 (2) PMH GENERATOR ENCLOSURE GENERATOR ENCLOSURE PARKING RESTRIPED EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT CONCRETE STEP, RAILING, AT ACCESS/ EGRESS ACCESSIBLE RAMP ACCESSIBLE RAMP ACCESSIBLE RAMP EXISTING PAVEMENT TO REMAIN SEE SHEET C-116 SEE SHEET C-111 SEE SHEET C-116 SEE SHEET C-111 ST ST ST STST ST CB CB CB CB-5 (36"X36") TF=326.63 24" INV. IN=321.18 36" INV. IN= 321.63 36" INV. OUT=321.15 CB-7 (36"X36") TF=326.56 36" INV. IN=319.90 36" INV. OUT=319.85 CB-4 (36"X36") TF=326.63 24" INV. IN=321.90 24" INV. OUT= 321.80 62 LF 24" CMP @ 1.00% CB CB-6 (36"X36") TF=325.58 36" INV. IN=320.61 36" INV. OUT=320.60 54 LF 36" CMP @ 1.00%70 LF 36" CMP @ 1.00% FM FM FM FM FM FM FM FM FM FM FM FM T S/W: 329.25 T S/W: 329.27 T S/W: 329.21 TS: 329.75 BS: 329.25 FFE: 329.99 FFE: 329.99 T S/W: 329.86 TR: 329.83 BR: 329.33 T S/W: 329.27 FFE: 331.25 FFE: 331.24 FFE: 331.00 FFE: 331.24 TS: 331.12 BS: 330.62 TS: 331.12 BS: 330.62 FFE: 331.34TR: 331.24TP: 329.38 FFE: 331.34 BR: 330.40 TR: 330.35 BR: 329.45 TP: 329..61 TR: 331.25 BR: 330.50 TR: 330.45 BR: 329.70 MATCH EXISTING GRADES MATCH EXISTING GRADESM/E M/E M/EM/E PROPOSED SITE PLAN MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 17 C-116 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 1 0 - 1 1 6 _ S P _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 20 0 10 20 40 20 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY UT UT UT UT UT W UE UE UE ==== UE UE UE SS S T U T UT ST ST ST S T S T S T ST UE UE UE UE UE UE U E UE UE UE UE UE UE UE W W W UT UE UE UE UE UE UE UE U E UE UE UE UE UE U E U E UE W W W W W UE UE W W W W W CBS CB CBR CBR CBR CBR CBR CBR DMH DMH DMH 1" COPPER PIPE CBS CBS CBR CBR CBR GT CBR CBR CBR CB CBR CBR CBR CBR CBR CBS CBR CBS CBS CBR CBRCBRDMH CBR CBR CBR CBR CBR CBR CBR CBS CIRF IRF CBR CBS CBS CBS TPED DMH DMH DMH CBR CBR CBS CBS CBS CB CB CBR CBR CBR CBR CBR CBR CBS CBR DMH DMH TEL RISER TPED TPED ST 12" H D P E 1 2 " H D P E DMH DMH DMH DMH ST DMH DMH CBR CBS YD W W WW W W W UT U T DMH CBS UE UE UE U E UE WATER SPIGOT 8" GAS PIPE CBR CB ST ST ST ST DMH DMH IRRIGATION VALVE CLUSTER SS SS SS SS 12 " P V C 12 " P V C 18" P V C SS SS 12 " P V C 12" CMP ST SS SS 12 " P V C 8" P V C 6" P V C ST ST CBS CBS ST TPED CIRF CBR CBR ADAMS ROAD TPED TPED TPED IRF TPED CMON DUPLAINVILLE ROAD ADAMS ROAD ADAMS ROAD DUPLAINVILLE ROAD DUPLAINVILLE ROAD TPED CMON IRF SMON ADAMS ROAD ADAM S R O A D ST ST DMH RIGHT OF WAY LINERIGHT OF WAY LINE RIGHT OF WAY LINE GP1 GP2 GP3 GP4 15' SANITARY SEWER EASEMENT PER L. 1086 P. 5015' 15'15' WATER MAIN EASEMENT PER L. 1086 P. 50 INGRESS/EGRESS EASEMENT PER L. 1505 P. 182 STORM WATER DRAINAGE EASEMENT PER L. 1059 P. 360 INGRESS/EGRESS EASEMENT PER L. 1266 P. 666 TEMPORARY EASEMENT FOR INGRESS/EGRESS PER L. 1505 P. 182 15' SANITARY SEWER EASEMENT PER L. 1086 P. 50 15' 15' 15' WATER MAIN EASEMENT PER L. 1086 P. 50 UTILITY EASEMENT PER L. 1097 P. 98 ST SMH SS PROPOSED (2) 500,000 GALLON POTABLE / PROCESS WATER TANK TO BE DESIGNED UNDER SEPARATE COVER NOT INCLUDED IN THIS DESIGN PACKAGE 15' Ø 6 0 ' Ø6 0 ' 18' 8' 40' 45° BEND 45° BEND 45° BEND 45° BEND 10'x20' CL2 AND METER BUILDING 30'x50' PUMP HOUSE TEEWV 5' 10 ' 20' 30 ' 50' 0+ 0 0 1 + 0 0 2+ 0 0 3+ 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 8+ 0 0 9+ 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+0023+30 WH 43 SF VEST I B U L E 101 535 S F OPEN O F F I C E 102 104 S F BREA K R O O M 103 49 SF MECH . 104 51 SF REST R O O M 105 64 SF I.T. / U T I L I T Y 106 346 S F MON I T O R I N G R O O M 107 SSSS FM FM FM FM FM F M FM FM FM FM FM FM SS SSSSSSSSSS WV WV WV HYD WV PROPOSED 14" CL52 DIP WATER MAIN PROPOSED 14" CL52 DIP WATER MAIN W W W W W W W W W W W W W W W W 20" HDPE DR 11 45° BEND W W W W 20" HDPE DR 11 20 " H D P E D R 1 1 20 " H D P E D R 1 1 WV WV WV HYD WV TREE REMOVAL SCHEDULE NO.BOTANICAL NAME COMMON NAME CAL.REMARKS 1 TREE & SHRUB MASSING TREE & SHRUB MASSING N/A 3 MASSING CLEAR/ GRUB 2 TREE & SHRUB MASSING TREE & SHRUB MASSING N/A 3 MASSING CLEAR/ GRUB 3 TREE & SHRUB MASSING TREE & SHRUB MASSING N/A 6 MASSING CLEAR/ GRUB 4 PRUNUS AVIUM CHERRY 12" CLEAR & GRUB REMOVAL 5 SHRUB SP.SHRUB SP.6" CLEAR & GRUB REMOVAL 6 MALUS SP.APPLE 6" CLEAR & GRUB REMOVAL 7 MALUS SP.APPLE 8" CLEAR & GRUB REMOVAL 8 SHRUB SP.SHRUB SP.3" CLEAR & GRUB REMOVAL 9 PRUNUS AVIUM CHERRY 12" CLEAR & GRUB REMOVAL 10 SHRUB SP.SHRUB SP.2" CLEAR & GRUB REMOVAL 11 PRUNUS AVIUM CHERRY 12" CLEAR & GRUB REMOVAL 12 SHRUB SP.SHRUB SP.5" CLEAR & GRUB REMOVAL 13 PRUNUS AVIUM CHERRY 8" CLEAR & GRUB REMOVAL 14 PRUNUS AVIUM CHERRY 6" CLEAR & GRUB REMOVAL 15 PRUNUS AVIUM CHERRY 15" CLEAR & GRUB REMOVAL 16 PRUNUS AVIUM CHERRY 8" CLEAR & GRUB REMOVAL 17 BETULA PAPYRIFERA AMER. BIRCH 12" CLEAR & GRUB REMOVAL 18 JUNIPERUS VIRGINIANA CEDAR TRIPLE 4" CLEAR & GRUB REMOVAL 19 JUNIPERUS VIRGINIANA CEDAR TRIPLE 4" CLEAR & GRUB REMOVAL 20 BETULA PAPYRIFERA BIRCH TWIN 6" CLEAR & GRUB REMOVAL 21 BETULA PAPYRIFERA BIRCH TWIN 6" CLEAR & GRUB REMOVAL 22 JUNIPERUS VIRGINIANA CEDAR TWIN 6" CLEAR & GRUB REMOVAL 23 JUNIPERUS VIRGINIANA CEDAR TWIN 6" CLEAR & GRUB REMOVAL 24 JUNIPERUS VIRGINIANA CEDAR CLUMP 4" CLEAR & GRUB REMOVAL 25 JUNIPERUS VIRGINIANA CEDAR CLUMP 4" CLEAR & GRUB REMOVAL 26 BETULA PAPYRIFERA BIRCH QUAD.2" CLEAR & GRUB REMOVAL 27 BETULA PAPYRIFERA BIRCH TWIN 4" CLEAR & GRUB REMOVAL 28 SHRUB SP.SHRUB SP.3" CLEAR & GRUB REMOVAL 29 SHRUB SP.SHRUB SP.5"GRIND STUMP 30 PRUNUS AVIUM CHERRY 8"GRIND STUMP 31 MALUS SP.APPLE 6" CLEAR & GRUB REMOVAL 32 SHRUB SP.SHRUB SP.8" CLEAR & GRUB REMOVAL 33 UNKOWN TREE TREE 15"GRIND STUMP 34 PRUNUS AVIUM CHERRY 8" CLEAR & GRUB REMOVAL 35 ACER RUBRUM RED MAPLE 15"GRIND STUMP 4 NS BLACK TUPELO @ 50' O.C. 3 ARRED MAPLE 3 TCEASTERN HEMLOCK 2 ABBALSAM FIR 2 CFFLOWERING DOGWOOD 3 QRRED OAK 3 GT HONEY LOCUST @ 30' O.C. 5 AR RED MAPLE @ 40' O.C. 2 AB BALSAM FIR 3 TC EASTERN HEMLOCK TREE REMOVAL SCHEDULE (cont.) NO.BOTANICAL NAME COMMON NAME CAL.REMARKS 36 STUMP STUMP 10"GRIND STUMP 37 STUMP STUMP 12" REMOVE ENTIRE STUMP 38 TREE MASSING TREE MASSING @ PRKG ISLAND N/A 3 MASSING, CLEAR & GRUB 39*CONIFER TREE UNKNOWN TREE N/A CLEAR & GRUB REMOVAL 40*CONIFER TREE UNKNOWN TREE N/A CLEAR & GRUB REMOVAL 41*CONIFER TREE UNKNOWN TREE N/A CLEAR & GRUB REMOVAL 42*CONIFER TREE UNKNOWN TREE N/A CLEAR & GRUB REMOVAL 43*CONIFER TREE UNKNOWN TREE N/A CLEAR & GRUB REMOVAL 44 to 70 DECIDUOUS TREE UNKNOWN TREE N/A CLEAR & GRUB REMOVAL1 2 3 4 5 6 7 8 9 10 11 12 14 13 15 16 1718 19 2021 22 23 24 25 26 27 28 34 35 29 30 31 3233 36 37 38 39 40 41 42 43 44 4546 47 48 49 50 51 52 53545556 575859 60 61 62 63 64 65 66 67 6869 70 3 PS WHITE PINE 2 IA AMER. HOLLY OVERALL SITE LANDSCAPING PLAN MAC MAC KCS PRELIMINARY 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 18 C-120 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 2 0 _ S L _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY BAR SCALE 1 inch = ft. 100 0 50 100 200 100 NOTE(S): 1.TREE REPLACEMENT PLANTING SCHEDULE REFERENCE C-506. 2.39*-43* TREES DESIGNATED FOR REMOVAL ARE REQUIRED TO ACCOMMODATE PROPOSED SITE UTILITIES. 3.35 TREES WILL BE REPLACED ON SITE AND A FEE IN LIEU OF RE-PLANTING THE REMAINING 35 TREES WILL BE PROVIDED TO THE CITY. 1 C-131 PROPOSED LIGHTING PLAN GUARD HOUSE DESIGN BY OTHERS GUARD HOUSE DESIGN BY OTHERS ST CB CB CB DMH CB OCS CB CB CB SMH SS PROPOSED (2) 500,000 GALLON POTABLE / PROCESS WATER TANK TO BE DESIGNED UNDER SEPARATE COVER NOT INCLUDED IN THIS DESIGN PACKAGE 15' Ø 6 0 ' Ø6 0 ' 18' 8' 40' 45° BEND 45° BEND 45° BEND 45° BEND 10'x20' CL2 AND METER BUILDING 30'x50' PUMP HOUSE TEEWV 5' 10 ' 20' 30 ' 50' WH 43 SF VEST I B U L E 101 535 S F OPEN O F F I C E 102 104 S F BREA K R O O M 103 49 SF MECH . 104 51 SF RESTR O O M 105 64 SF I.T. / U T I L I T Y 106 346 S F MON I T O R I N G R O O M 107 BR I N E VE 14 8 7 X X H3P O 4 VE 14 8 7 6 1 CIP 2 2 0 VE 148 7 7 0 CIP 1 0 0 VE 14 8 7 3 0 cG M P G R A D E N A O H VE 14 8 7 2 1 TE C H G R A D E N A O H VE 14 8 7 X X SSSS FM FM FM FM FM F M FM FM FM FM FM FM W W W W W W W W W W SS SS SSSSSSSSSS WV WV WV HYD WV PROPOSED 20" HDPE WATER MAIN PROPOSED 20" HDPE WATER MAIN W W W W W W 20" HDPE DR 11 45° BEND W W W W 20" HDPE DR 11 20 " H D P E D R 1 1 20 " H D P E D R 1 1 WV WV WV HYD WV UT UT UT UT UT W UE UE UE ==== UE UE UE SS S T U T UT ST ST ST S T S T S T ST UE UE UE UE UE UE U E UE UE UE UE UE UE UE W W W UT UE UE UE UE UE UE UE U E UE U E UE U E U E U E U E UE W W W W W UE UE W W W W W CBS CB CBR CBR CBR CBR CBR CBR DMH DMH DMH 1" COPPER PIPE CBS CBS CBR CBR CBR GT CBR CBR CBR CB CBR CBR CBR CBR CBR CBS CBR CBS CBS CBR CBRCBRDMH CBR CBR CBR CBR CBR CBR CBR CBS CIRF IRF CBR CBS CBS CBS TPED DMH DMH DMH CBR CBR CBS CBS CBS CB CB CBR CBR CBR CBR CBR CBR CBS CBR DMH DMH TEL RISER TPED TPED ST 12" H D P E 1 2 " H D P E DMH DMH DMH DMH ST DMH DMH CBR CBS YD W W WW W W W UT U T DMH CBS UE UE UE U E UE WATER SPIGOT 8" GAS PIPE CBR CB ST ST ST ST DMH DMH IRRIGATION VALVE CLUSTER SS SS SS SS 12 " P V C 12 " P V C 18" P V C SS SS 12 " P V C 12" CMP ST SS SS 12 " P V C 8" P V C 6" P V C ST ST CBS CBS ST TPED CIRF CBR CBR ADAMS ROAD TPED TPED TPED IRF TPED CMON DUPLAINVILLE ROAD ADAMS ROAD ADAMS ROAD DUPLAINVILLE ROAD DUPLAINVILLE ROAD TPED CMON IRF SMON ADAMS ROAD ADAM S R O A D ST ST DMH RIGHT OF WAY LINERIGHT OF WAY LINE RIGHT OF WAY LINE GP1 GP2 GP3 GP4 15' SANITARY SEWER EASEMENT PER L. 1086 P. 5015' 15'15' WATER MAIN EASEMENT PER L. 1086 P. 50 INGRESS/EGRESS EASEMENT PER L. 1505 P. 182 STORM WATER DRAINAGE EASEMENT PER L. 1059 P. 360 INGRESS/EGRESS EASEMENT PER L. 1266 P. 666 TEMPORARY EASEMENT FOR INGRESS/EGRESS PER L. 1505 P. 182 15' SANITARY SEWER EASEMENT PER L. 1086 P. 50 15' 15' 15' WATER MAIN EASEMENT PER L. 1086 P. 50 UTILITY EASEMENT PER L. 1097 P. 98 EXISTING SITE LIGHTING PLAN MAC MAC KCS PRELIMINARY 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 19 C-130 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 3 0 _ S E _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY BAR SCALE 1 inch = ft. 100 0 50 100 200 100 NOTE(S): 1.ALL LIGHT FIXTURES ARE A DIAGRAMMATIC LAYOUT OF THE EXISTING LIGHTING FIXTURES MANUFACTURES SPECS. FOR POTENTIAL LIGHT DISTRIBUTION AND MAY NOT BE WHAT IS DEPICTED ON SITE. 2..01 and .02 FOOT CANDLE NOT SHOWN FOR VISUAL CLARITY. EXISTING LIGHT FIXTURES:EXISTING LIGHT FIXTURES: SCALE: CROSS REFERENCE: EXISTING LIGHTING LAYOUT 1" = 100'-0" 1 C-130 NONE CB FM FM FM FM FM FM F M SS SS UT UT UT UT UT UE UE U E UE SS SS SS SS SS SS SS SS UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E UE UE UE UE UE UE UE U E U E UE UE UE UE UE UE UE UE UE UE UE UE UE W W W W W W CBS CBS CBS ST ST 8" P V C 6" P V C W W ST ST ST ST ST NOTE(S): 1.THE ONLY PROPOSED NEW SITE LIGHTING INCLUDES SAFETY/ SECURITY LIGHTING FOR COOLING TOWERS AT THE NORTHWEST SIDE OF THE BUILDING. ALL EXISTING SITE LIGHTING TO REMAIN. 2.EXISTING LIGHT COTOURS NOT SHOWN FOR CLARITY PURPOSES 3.REFER TO MEP DRAWINGS (BY OTHERS) FOR SITE LIGHTING VOLTAGES. 4.CONTRACTOR TO VERIFY CONTROLS SYSTEM REQUIREMENTS REQUIRED BY THE OWNER AND PER CODE. 5.QUANTITIES OF FIXTURES SHOWN HEREON ARE BASED ON THIS VIEW ONLY. 6.ALL LIGHTING FIXTURES SHALL BE FULL CUT-OFF AND COMPLY WITH CITY OF SARATOGA SPRINGS LIGHTING CODE. PROPOSED SITE LIGHTING SCHEDULE SYMBOL ABBR.QTY.MANUFACTURER MODEL FINISH COLOR MOUNTIN G HEIGHT OPTICS COLOR TEMP. TOTAL LUMENS FIXTURE CATALOGUE NUMBER C 45 AVAIL INFRASTRUCTURE SOLUTIONS CO. (RIG-A-LITE) LED AREA LIGHT ALIJ (HARSH LOCATIONS) PER MFG. SPECS 20'-0"LED N/A 2752 ALIJ-03-L2-U-LPF-LI-FB1 SCALE: CROSS REFERENCE: PROPOSED LIGHTING LAYOUT 1" = 20'-0" 1 C-131 C-507 & LIGHTING SCHEDULE PROPOSED SITE LIGHTING MAC MAC KCS PRELIMINARY 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 20 C-131 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 3 0 _ S E _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY BAR SCALE 1 inch = ft. 100 0 50 100 200 100 ==== SS BOL BOL WOOD POST(2) WOOD POST 1" COPPER PIPE BOL BOL BOL BOL BOL BOL SMH METAL POST RAILROAD CROSSING SIGN 30 MPH SIGN GT BOL BOL BOLBOLBOL NO CLEARANCESIGN DERAILSIGN RAILROAD CROSSING SIGN POST CO POST READER SMH SMH SMH SMH SMH SMH CIRF IRF TPED FLAGPOLE BOL TEL RISER TPED TPED DUPLAINVILLE ROAD/HARRY DRIVE SIGN WATER SPIGOT 8" GAS PIPE SMH 12" PVC12" PVC IRRIGATION VALVE CLUSTER SS SS SS SS 12 " P V C 12 " P V C SS SS SMH 12 " P V C SMH SS SS 12 " P V C SMH 8" P V C 6" P V C TPED MBMB MB CIRF ADAMS ROAD TPED TPED TPED IRF TPED CMON DUPLAINVILLE ROAD ADAMS ROAD ADAMS ROAD DUPLAINVILLE ROAD DUPLAINVILLE ROAD CMON IRF ADAMS ROAD RIGHT OF WAY LINERIGHT OF WAY LINE RIGHT OF WAY LINE 15' SANITARY SEWER EASEMENT PER L. 1086 P. 5015' 15'15' WATER MAIN EASEMENT PER L. 1086 P. 50 INGRESS/EGRESS EASEMENT PER L. 1505 P. 182 STORM WATER DRAINAGE EASEMENT PER L. 1059 P. 360 INGRESS/EGRESS EASEMENT PER L. 1266 P. 666 TEMPORARY EASEMENT FOR INGRESS/EGRESS PER L. 1505 P. 182 15' SANITARY SEWER EASEMENT PER L. 1086 P. 50 15' 15' 15' WATER MAIN EASEMENT PER L. 1086 P. 50 UTILITY EASEMENT PER L. 1097 P. 98 CONSTRUCTION PHASING PLAN: PHASE 1: GUARD SHACKS, TEMPORARY PARKING & LOGISTICS AREAS AREA OF DISTURBANCE ~3 ACRES -INSTALL ESC MEASURES, SILT FENCE, COMPOST FILTER SOCK, AND CONCRETE WASHOUT. -INSTALL FENCING AND SECURITY MEASURES FOR CONTRACTOR PARKING ZONES. -BEGIN CLEARING AND GRADING OF TEMPORARY CONTRACTOR PARKING ZONES AND EXCESS SOIL SPOILS AREAS. -CONSTRUCT STAGING/LAYDOWN AREA. STABILIZE WITH STONE. -INSTALL TEMPORARY STORM WATER TREATMENT AREAS WITHIN THE CONSTRUCTION LOGISTIC AREAS FOR PARKING, STAGING AND SPOILS AREA. THESE DESIGNS AND SPECIFIC SIZING WILL BE COMPLETED DURING IN CONJUNCTION WITH THE CONTACTOR. -KEEP EXISTING ACCESS ROADWAYS, GUARD SHACKS TO BE CONSTRUCTED ONE AT A TIME TO KEEP ACCESS TO SITE OPEN AT ALL TIMES. -ONCE CONSTRUCTION OF GUARD SHACKS ARE COMPLETED TO BINDER, THESE AREAS CAN OPEN FOR USE. PHASE 2: WESTERN CONSTRUCTION ZONE AREA OF DISTURBANCE ~3.7 ACRES -INSTALLATION OF COOLING TOWERS, TRANSFORMERS WITH CONTAINMENT AREAS. -CONSTRUCT STAGING/LAYDOWN AREA. STABILIZE WITH STONE. -INSTALLATION SANITARY PUMP STATION -CONSTRUCT ELECTRICAL BUILDINGS -CONSTRUCT GENERATOR PADS -CONSTRUCT DUCK BANKS, VAULTS, MISC ELECTRICAL EQUIPMENT -REMOVAL OF PARKING LOT AREAS -RELOCATION OF EXISTING STORMWATER, SANITARY SEWER, MISC PIPES & STRUCTURES. -INSTALLATION OF FORCEMAIN, WATER AND STORMWATER LINES -ENTRANCE AREA RAMPS, PADS, STAIRS -MINOR GRADING -DUST SHALL BE CONTROLLED ON THIS PROJECT BY USE OF WATER TRUCK. PHASE 3: PIPE RACK & BULK CHEMICAL AREA AREA OF DISTURBANCE ~1.1 ACRES -INSTALL PIPE RACK FOOTINGS -INSTALLATION OF EXTERIOR PIPING AND RACKS -INSTALLATION OF NORTHEASTERN BULK CHEMICAL AREA WITH CONTAINMENT AREAS. -INSTALLATION OF BOLLARD AND CONCRETE PADS PHASE 4: UTILITY INSTALLATION, DUCK BANKS, WATER TOWERS AREA OF DISTURBANCE ~4.5 ACRES -INSTALLATION OF REMAINING ELECTRICAL DUCK BANKS, VAULTS, 7 EQUIPMENT -INSTALLATION OF SANITARY FORCEMAIN -INSTALLATION OF WATER LINE -INSTALLATION OF WATER DISINFECTION SYSTEM & BUILDING -INSTALLATION OF FIRE PUMP TANK, BOOSTER PUMP & BUILDING -INSTALLATION OF POTABLE WATER TANKS, BOOSTER PUMP & BUILDING NOTES: 1.A GENERAL EROSION AND SEDIMENT CONTROL PLAN HAS BEEN INCLUDED IN THIS PLAN SET, IN ADDITION TO THIS SHEET. THE CONTRACTOR SHALL DEVELOP DETAILED CONSTRUCTION SEQUENCING PLANS, AS WELL AS DETAILED ESC PLANS FOR EACH SEQUENCING STEP/PHASE. 2.DISTURBANCE SHALL BE UNDER 5-ACRES AT ALL TIMES. SWPPP INSPECTOR TO MONITOR STABILIZATION AREAS AND COORDINATION OF APPROVAL PRIOR TO DISTURBANCE TO OTHER ZONES. CONTRACTOR TO FOLLOW CONTRACTOR PROVIDED DETAILED CONSTRUCTION SEQUENCING PLANS FOR MORE DETAILS. 3.CONTRACTOR TO LIMIT TREE REMOVAL AS MUCH AS POSSIBLE. ALL LAY DOWN AND PARKING AREAS TO BE AS SHOWN. PHASE 4: RELOCATED NORTHERN ROAD BULK GAS COMPACTORS SIDEWALK MINOR GRADING CONSTRUCTION PHASE: 318 PARKING SPACES & 10 ADA SPACES TOTAL OF 328 PARKING SPACES GUARD SHACK DESIGN BY OTHERS NOT INCLUDED IN THIS DESIGN PACKAGE OFF-SITE WATER IMPROVEMENTS TO BE DESIGNED UNDER SEPARATE NOT INCLUDED IN THIS DESIGN PACKAGE CONSTRUCTION UNDER SEPARATE BID PROPOSED WATER TANKS TO BE DESIGNED NOT INCLUDED IN THIS DESIGN PACKAGE GUARD SHACK DESIGN BY OTHERS NOT INCLUDED IN THIS DESIGN PACKAGE PHASE 2: COOLING TOWERS, TRANSFORMERS ELECTRICAL STRUCTURES, DUCKS, VAULTS, ETC PARKING REDEVELOPMENT MINOR GRADING PHASE 1: CONTRACTOR STAGING TEMPORARY PARKING DUMPSTER AREA CONSTRUCTION PHASE: CONTRACTOR TRAILERS LOCATION ~ 28 SPACES CONSTRUCTION PHASE: CONTRACTOR PARKING ~105 SPACES CONSTRUCTION PHASE: TEMPORARY CONTRACTOR PARKING ~232 SPACES CONSTRUCTION PHASE: CONTRACTOR PARKING ~160 SPACES CONSTRUCTION PHASE: CONTRACTOR PARKING ~150 SPACES CONSTRUCTION PHASE: CONTRACTOR PARKING ~13 SPACES CONSTRUCTION PHASE: LAY DOWN AREA ~42,500 sf CONSTRUCTION PHASE: TEMPORARY CONTRACTOR PARKING ~20 SPACES CONSTRUCTION PHASE: DUMPSTER AREA ADDITIONAL MATERIAL STORAGE ~11,000 sf PHASE 1: GUARD SHACK PHASE 3: PIPE RACK BULK CHEM AREA PHASE 4: WATER TANKS BOOSTER PUMPS ELECTRICAL STRUCTURES, DUCKS, VAULTS, ETC PHASE 4: WATER LINE SEWER FORCEMAIN BR I N E VE 14 8 7 X X H3P O 4 VE 14 8 7 6 1 CIP 2 2 0 VE 148 7 7 0 CIP 1 0 0 VE 14 8 7 3 0 cG M P G R A D E N A O H VE 14 8 7 2 1 TEC H G R A D E N A O H VE 14 8 7 X X WH 43 SF VEST I B U L E 101 535 S F OPEN O F F I C E 102 104 S F BREA K R O O M 103 49 SF MECH . 104 51 SF REST R O O M 105 64 SF I.T. / U T I L I T Y 106 346 S F MON I T O R I N G R O O M 107 SSSS FM FM FM FM FM F M FM FM FM FM FM FM SSSSSSSSSS PROPOSED 20" HDPE WATER MAIN PROPOSED 20" HDPE WATER MAIN W W W 20" HDPE DR 11 45° BEND W W W W 20" HDPE DR 11 WV WV WV HYD WV ST CB CB CB DMH CB OCS CB CB CB SMH SS WV CONSTRUCTION LOGISTICS MAC MAC KCS PRELIMINARY 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 21 C-140 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 4 0 _ C O N S T L O G _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 100 0 50 100 200 100 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY ==== BOL BOL WOOD POST(2) WOOD POST BOL BOL BOL BOL BOL BOL METAL POST RAILROAD CROSSING SIGN 30 MPH SIGN GT BOL BOL BOLBOLBOL NO CLEARANCESIGN DERAILSIGN RAILROAD CROSSING SIGN POST POST READER TPED FLAGPOLE BOL TEL RISER TPED TPED DUPLAINVILLE ROAD/HARRY DRIVE SIGN 8" GAS PIPE TPED MBMB MB ADAMS ROAD TPED TPED TPED TPED DUPLAINVILLE ROAD ADAMS ROAD ADAMS ROAD DUPLAINVILLE ROAD DUPLAINVILLE ROAD TPED ADAMS ROAD ADAM S R O A D Lands Now or Formerly of BALL METAL BEVERAGE CONTAINER CORP. Book 1758 Page 159 Tax Map ID No. 178.00-1-51 BALL M E T A L B E V E R A G E C O N T A I N E R Lands Now or Formerly of BALL METAL BEVERAGE CONTAINER CORP. Book 1758 Page 159 Tax Map ID No. 178.00-1-51 Lands Now or Formerly of CITY OF SARATOGA SPRINGS Book 1130 Page 279 Tax Map ID No. 177.00-1-16 Lands Now or Formerly of CITY OF SARATOGA SPRINGS Book 1130 Page 279 Tax Map ID No. 177.00-1-16 RIGHT OF WAY LINERIGHT OF WAY LINE RIGHT OF WAY LINE GP1 GP2 GP3 GP4 15' SANITARY SEWER EASEMENT PER L. 1086 P. 5015' 15'15' WATER MAIN EASEMENT PER L. 1086 P. 50 INGRESS/EGRESS EASEMENT PER L. 1505 P. 182 STORM WATER DRAINAGE EASEMENT PER L. 1059 P. 360 INGRESS/EGRESS EASEMENT PER L. 1266 P. 666 TEMPORARY EASEMENT FOR INGRESS/EGRESS PER L. 1505 P. 182 15' SANITARY SEWER EASEMENT PER L. 1086 P. 50 15' 15' 15' WATER MAIN EASEMENT PER L. 1086 P. 50 UTILITY EASEMENT PER L. 1097 P. 98 GUARD HOUSE DESIGN BY OTHERS GUARD HOUSE DESIGN BY OTHERS BR I N E VE 14 8 7 X X H3P O 4 VE 14 8 7 6 1 CIP 2 2 0 VE 148 7 7 0 CIP 1 0 0 VE 14 8 7 3 0 cG M P G R A D E N A O H VE 14 8 7 2 1 TE C H G R A D E N A O H VE 14 8 7 X X TRUCK ROUTING DIAGRAM MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 22 C-150 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 1 5 0 _ T T _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 BAR SCALE 1 inch = ft. 100 0 50 100 200 100 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY SCALE: CROSS REFERENCE: CONCRETE SIDEWALK DETAILS NONE 1 SITE DETAILS NONE NOTE: 1.SEE SITE AND ELECTRICAL PLANS FOR BOLLARD LOCATIONS. 2.BOLLARDS SHALL BE SPACED NOT MORE THAN 4-FEET O.C. 3.LOCATION SHALL BE NOT LESS THAN 3-FEET FROM THE OBJECT BEING PROTECTED IN ACCORDANCE WITH FC-NYS PART 312.2. 4.COLOR TO BE SELECTED BY OWNER'S REPRESENTATIVE. 1/8" THICK POLYETHYLENE COVER WITH RETRO-REFLECTIVE TAPE BY "BOLLARDGARD" OR EQUIVALENT FORM ROUNDED TOP WITH CONCRETE TO CAP PIPE 6" I.D. SCHEDULE 40 STEEL PIPE PAVEMENT SECTION OR CONCRETE PAVEMENT 4,000 PSI CONCRETE FOOTING FOR BOLLARD 4,000 PSI CONCRETE FILLING IN PIPE 6"6" TYPICAL IN PAVEMENT AREATYPICAL IN GRASS AREA 4' - 0 " B O L L A R D 4' - 6 " B O L L A R D C O V E R FINISHED GRADE 4' - 0 " SCALE: CROSS REFERENCE: NONE STEEL AND CONC BOLLARD5 SITE DETAILS NONE NOTES: 1.THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED JANUARY 1, 2019 AND ALL ADDENDA THERETO; SPECIFICALLY SECTIONS 200, 300, AND 400. 2.DETAIL SHOWN IS MINIMUM REQUIREMENT. 3.THE LIGHT DUTY PAVEMENT SECTION SHALL BE UTILIZED ONLY FOR AUTOMOBILE PARKING AREAS. ALL REMAINING PROPOSED PAVED AREAS (SUBJECT TO TRUCK AS WELL AS AUTOMOBILE TRAFFIC) SHALL BE HEAVY DUTY PAVEMENT. 4.PRIOR TO PLACING THE SUBBASE, THE SUBGRADE SHALL BE PROOFROLLED AND COMPACTED USING A SMOOTH DRUM VIBRATORY ROLLER WITH A STATIC WEIGHT OF AT LEAST TEN (10) TONS. THE ROLLER SHALL COMPLETE AT LEAST SIX (6) PASSES ACROSS THE SUBGRADE AT A SPEED NO GREATER THAN THREE (3) FEET PER SECOND. ANY AREA WHICH PUMPS OR WEAVES UNDER THE PASSING ROLLER SHALL BE UNDERCUT AND STABILIZED THROUGH THE PLACEMENT OF SELECT STRUCTURAL FILL CONFORMING WITH THE REQUIREMENTS OF NYSDOT ITEM NO. 203.21. SCALE: CROSS REFERENCE: HOT MIX ASPHALT PAVEMENT SECTION NONE 3 SITE DETAILS NONE 1-1/2" COURSE HOT MIX ASPHALT, NYSDOT SPEC 402.0983QR 3" COURSE HOT MIX ASPHALT, NYSDOT SPEC 402.2583QR 12" COURSE SUBBASE COURSE, NYSDOT SPEC SECTION 304, TYPE2 GEOTEXTILE MIRAFI 180N, 1-PLY 18" OVERLAP, NYSDOT SPEC SECTION 207 OR EQUIVALENT PROOFROLLED SUBGRADE (SEE NOTE BELOW) 1-1/2" COURSE HOT MIX ASPHALT, NYSDOT SPEC 402.0983QR 6" COURSE HOT MIX ASPHALT, NYSDOT SPEC 402.2583QR 16" COURSE SUBBASE COURSE, NYSDOT SPEC SECTION 304, TYPE2 GEOTEXTILE MIRAFI 180N, 1-PLY 18" OVERLAP, NYSDOT SPEC SECTION 207 OR EQUIVALENT PROOFROLLED SUBGRADE (SEE NOTE BELOW) LIGHT DUTY (PARKING STALLS) HEAVY DUTY (DRIVE LANES) 3"3" FIXED OBJECT OR EXISTING SIDEWALK D 6" 3" TYP 1/2" TOOLED JOINT WITH 1/4" R AND SEALER WELDED WIRE MESH REINFORCEMENT AT MID-SLAB (SEE NOTE NO. 4) 1/4" R TYPICAL 1/4" 3" TYPICAL SUBBASE COURSE, TYPE 2 NYSDOT ITEM NO. 304.12 COMPACTED SUBGRADE PREMOLDED EXPANSION JOINT FILLER AND SEALER APROX. 20' O.C. OR AS SHOWN ON PLANS TOOLED JOINT WITH 1/4" R AND SEALER WELDED WIRE MESH REINFORCEMENT AT MID-SLAB (SEE NOTE NO.3) 1/4" R TYPICAL 3" TYPICALSUBBASE COURSE, TYPE 2 NYSDOT ITEM NO. 304.12 COMPACTED SUBGRADE TOOLED JOINT 5'-0" O.C. OR AS SHOWN ON PLANS (1/4" R AND SEALER)D/ 5 MI N WELDED WIRE MESH REINFORCEMENT AT MID-SLAB (SEE NOTE NO.3) D 6" CUT ALTERNATE WIRES AT JOINT SUBBASE COURSE, TYPE 2 NYSDOT ITEM NO. 304.12 COMPACTED SUBGRADE D 6" NOTES 1.ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE REQUIREMENTS OF SECTION 608, SIDEWALKS, DRIVEWAYS, BICYCLE PATHS AND VEGITATION CONTROL STRIPS, AS DESCRIBED IN THE MOST CURRENT EDITION OF THE NYSDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, AND ALL ADDENDA THERETO. 2.SUBBASE MATERIAL AND PLACEMENT SHALL CONFORM WITH THE REQUIREMENTS OF SECTION 304, SUBBASE COURSE; SPECIFICALLY ITEM NO. 304.12, SUBBASE COURSE, TYPE 2, OF THE MOST CURRENT EDITION OF THE NYSDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, AND ALL ADDENDA THERETO. 3.NORMAL THICKNESS OF CONCRETE (D) SHALL BE 4". AT DRIVEWAYS CONCRETE THICKNESS (D) SHALL BE 6". 4.REINFORCEMENT SHALL BE AS FOLLOWS: 4" THICK SIDEWALK: 6" X 6"-W2.9 X W2.9 WELDED WIRE MESH 6" THICK SIDEWALK: 6" X 6"-W4.0 X W4.0 WELDED WIRE MESH 5.CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (F'C) OF 4,500 PSI AND HAVE BETWEEN 5% AND 8% ENTRAINED AIR. 6.PROVIDE PREMOULDED EXPANSION JOINT FILLER AND SEALER AT 20' O.C. OR AS SHOWN ON PLANS. 7.PROVIDE TOOLED CONTRACTION JOINTS AT 5'-0" O.C. BOTH WAYS OR AS SHOWN ON PLANS. 8.JOINTS SHALL NOT BE SAW CUT. 9.ALL EXPOSED SURFACES SHALL HAVE A BROOMED TEXTURE FINISH. 10.DETECTABLE WARNING UNITS: A.FURNISH AND INSTALL DETECTABLE WARNINGS ON SIDEWALK CURB RAMPS AND OTHER LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT/ENGINEER. B.DETECTABLE WARNING UNITS SHALL BE EITHER: ·SURFACE-APPLIED DETECTABLE WARNING UNITS. PROVIDE SURFACE-APPLIED DETECTABLE WARNING UNITS MEETING THE REQUIREMENTS OF §726-01 SURFACE-APPLIED DETECTABLE WARNING UNITS OF THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS. IF NO COLOR IS SPECIFIED, THE COLOR MUST BE AN APPROXIMATE VISUAL MATCH TO THE RED COLOR OF SAE STANDARD AMS-STD-595 #31350. PROVIDE SETTING BED MATERIAL AND/OR SURFACE PREPARATION MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ·EMBEDDED DETECTABLE WARNING UNITS. PROVIDE EMBEDDED DETECTABLE WARNING UNITS MEETING THE REQUIREMENTS OF §726-02 EMBEDDED DETECTABLE WARNING UNITS OF THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS. IF NO COLOR IS SPECIFIED, THE COLOR MUST BE AN APPROXIMATE VISUAL MATCH TO THE RED COLOR OF SAE STANDARD AMS-STD-595 #31350. PROVIDE SETTING BED MATERIAL AND/OR SURFACE PREPARATION MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE EMBEDDED DETECTABLE WARNING UNITS MEETING THE REQUIREMENTS OF §726-02 EMBEDDED DETECTABLE WARNING UNITS OF THE COLOR SPECIFIED IN THE CONTRACT DOCUMENTS. PROVIDE SETTING BED MATERIAL AND/OR SURFACE PREPARATION MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 11.SIDEWALK SURFACE SHALL BE TREATED WITH AN APPROVED PENETRATING WATER-BASED SILANE-SILOXANE CONCRETE SEALER. SUBMIT PRODUCT DATA SHEET TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO USE. 12.ALL ACCESSIBLE ROUTES SHALL CONFORM WITH THE ABA ACCESSIBILITY STANDARDS, CHAPTER 4 ACCESSIBLE ROUTES. CONTRACTION JOINT CONSTRUCTION JOINT EXPANSION JOINT SCALE: CROSS REFERENCE: NONE PAVEMENT TRANSITION DETAIL4 SITE DETAILS NONE (TYP)SAW CUT, REMOVE EXISTING PAVEMENT & APPLY TACK COAT TO ALL EXPOSED SURFACES EX I S T I N G PA V E M E N T DE P T H V A R I E S EX I S T I N G GR A V E L SU B B A S E 1 1/2" ASPHALT TOP-TYPE 6 3" ASPHALT BINDER-TYPE 3 2' NOTES: 1.CLEAN FILL TO BE USED FOR BACKFILL, NO ROCKS OR ORGANIC MATTER, COMPACTED IN 6 INCH LIFTS. CLEAN FILL WITH ROCKS NO LARGER THAN 1/4". 2.CONDUIT TO BE SCH 40 PVC, SIZE AND QUANTITY AS SPECIFIED, SUITABLE FOR BURIAL, UNLESS NOTED OTHERWISE. 3.PROVIDE A MINIMUM OF 3 INCHES DEPTH OF SAND ABOVE AND BELOW CONDUITS IN TRENCHES. 4.DEPTH OF COVER SHALL COMPLY WITH THE REQUIREMENTS OF NEC TABLE 300.50 UNLESS NOTED OR SHOWN OTHERWISE. 5.CONDUIT SPACES SHALL COMPLY WITH NEC REQUIREMENTS. PROVIDE AND INSTALL CONDUIT SPACERS TO ENSURE MINIMUM SPACING IS MAINTAINED. 6.WARNING TAPE SHALL BE RED, AT LEAST 3 INCHES WIDE, DETECTABLE UNDERGROUND, LETTERED "CAUTION - BURIED ELECTRIC LINE BELOW". 7.INSTALL SEPARATE WARNING TAPES FOR POWER AND COMMUNICATIONS CONDUITS IN THE SAME TRENCH. 8.MAINTAIN 7.5 INCHES CENTER-TO-CENTER SPACING BETWEEN ADJACENT CONDUITS (DOES NOT APPLY TO FIBER OPTICS CABLES). 9.CONDUITS SHALL BE INSTALLED A MINIMUM OF 3 FT AWAY FROM RACKING SYSTEM DRIVEN POSTS. 10.CONDUITS CROSSING GRAVEL DRIVE TO BE BURIED AT A DEPTH OF 24 INCHES. 11.SERVICE CONDUCTORS TO BE NO. 2 AWG XHHW CU UNLESS OTHERWISE NOTED. FINISHED GRADE WARNING TAPE* CONDUIT / CABLE (TYP.) FINE SAND BAD AROUND CONDUITS / CABLES BACKFILL AVOID SHARP EDGED MATERIALS TAMP EVERY 6" B B 3" MIN.C 3" MIN. 1' - 0 " NOTES: 1.DIMENSIONS SHOWN ARE MINIMUM DEPTHS FOR ALL LOCATIONS NOT OTHERWISE SPECIFIED IN NEC TABLE 300.5. REFER TO TABLE 300.5 FOR FULL BURIAL DEPTH REQUIREMENTS LESS THAN 1000V. 2.MAINTAIN 12' CENTER-TO-CENTER SPACING BETWEEN POWER AND COMMUNICATION CONDUITS. 3.INSTALL SEPARATE WARNING TAPES FOR POWER AND COMMUNICATIONS IN THE SAME TRENCH. 4.MAINTAIN 3'-0" FROM NATURAL GAS, WATER AND OTHER UTILITIES. A *WHEN REQUIRED BY UTILITY FOR SERVICE ENTRANCE CONDUCTORS. DIMENSIONS MINIMUM (< 1000V) SERVICE TYPE DIRECT BURIAL RMC OR IMC PVC (NON-METALLIC) PVC/RMC/DIRECT BURIAL UNDER ROADS, PARKING LOTS, ETC. A 24" 6" 18" 24" B 3" 3" 6" 6" C 6" 3" 6" 6" SCALE: CROSS REFERENCE: TYPICAL TRENCH DETAIL NONE 2 SITE DETAILS NONE SITE DETAILS MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 23 C-501 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 5 0 1 - 5 0 6 _ D E T A I L S _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY A NOTES: STEPS AT 12"OC REQD WHEN CATCH BASIN DEPTH EXCEEDS 5'-0" 8" PRECAST LID WITH APPROPRIATE SHAPE AND SIZE HOLE CAST IN CENTER BY SUPPLIER (SEE FRAME AND GRATE TYPE FOR HOLE DIM) NOTE: PRECAST LID TO BE DESIGNED TO WITHSTAND MAX AASHTO H20 TRUCK LOADINGS (MAX WHEEL LOADING 16,000LBS) STORM SEWER PIPE OF SIZE AND TYPE REQ'D FRAME AND GRATE OF TYPE SPECIFIED SOLID CONC GRADE RINGS TO GRADE CEMENT MORTAR FILLET CEMENT MORTAR SEAL AROUND PIPE UNDISTURBED EARTH OR ROCK TYPICAL SECTION SUB-BASE LOWEST PIPE INVERT BUTYL ROPE GASKET MORTAR BED 1/2 " PORTLAND CEMENT MORTAR PARGET OUTSIDE TOP OF LID TO FINISHED GRADE IN HIGHWAY AND STREET R.O.W. SCALE: CROSS REFERENCE: STANDARD PRECAST CONCRETE CATCH BASIN NONE 1 STORM DETAILS NONE 1.HIGHWAY PAVEMENT 9' 2.HIGHWAY SUBBASE 9' 3.TOPSOIL FERTILIZER, AND SEEDING 30'(EASEMENT AREAS ONLY) ALL ITEMS DISTURBED TO BE RESTORED TO FULL LIMIT OF DISTURBANCE NEAT TRENCH DIMENSIONS= MAX PAYMENT WIDTH FOR: 1.ROCK EXCAVATION 2.BEDDING 3.SPECIAL TRENCH BACKFILL & PIPE ZONE BACKFILL TRENCH BACKFILL 1.UNLESS OTHERWISE NOTED WATER LINES SHALL BE INSTALLED WITH A MIN. OF 5' COVER TO TOP OF PIPE FROM FINISHED GRADE. 2.COMPACTED PIPE ZONE BACKFILL AND TRENCH BACKFILL TO BE SATISFACTORILY EXCAVATED MATERIAL OR SPECIAL BACKFILL, AS REQ'D BY THE SPECIFICATIONS. TRENCH SCALE: CROSS REFERENCE: TYPICAL TRENCH DETAIL NONE 2 STORM DETAILS NONE PIPE ZONE BACKFILL SELECT GRANULAR BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY PIPE ZONE BEDDING #2 CRUSHED STONE UNLESS OTHERWISE SPECIFIED NOTE: 1.Bd=2xBc+18" UNDISTURBED MATERIAL SCALE: CROSS REFERENCE: HDPE BEDDING DETAIL NONE 5 STORM DETAILS NONE 16 " M I N 4'-0"DIA MIN 1'-0" MIN 8" BA S E 1' - 0 " SU M P OR A O B E CA T C H B A S I N D E P T H I N C R E A S E WI T H R I S E R S E C T I O N S A S R E Q ' D TR E N C H E X C A V A T I O N A S R E Q U I R E D IN C L U D E D I N I N S T A L L A T I O N O F P I P E I N P L A C E MAXIMUM PAYMENT LIMIT Bd 12 " PI P E Z O N E B A C K F I L L AN D B E D D I N G Bc ID Bd 12 " Bc / 2 6" MI N Bc ID 8" LI D PR E C A S T R E I N F O R C E D C O N C R E T E ST A N D A R D M A N H O L E S E C T I O N S AS M A N U F A C T U R E D B Y F O R T MI L L E R C O . I N C . , F O R T M I L L E R , NY , O R A P P R O V E D E Q U A L 5"MIN WALL STANDARD - CRUSHED STONE 6"-12" DEEP 1' MIN LARGER ALL AROUND THAN CATCH BASIN OUTSIDE DIA ALTERNATE - (NOT SHOWN) CAST IN PLACE REINFORCED CONCRETE AS REQ'D BY SPECIFICATIONS OR AOBE 1'-11 7/8" SQ2" 3" 1'-11 7/8" SQ 1' - 1 1 7 / 8 " S Q 2'-0 1/4" 2" 6" 1'-10" 2'-2 1/8" 2'-9" 2' - 9 " 1" DIA. HANDLING HOLE (TYP) 5520M5 GRATE BY EJ IRON WORKS CO. INC OR APPROVED EQUAL DESIGN FEATURES MATERIALS OPEN AREA GRAY IRON (CL35B) DESIGN LOAD 217 SQ IN HEAVY DUTY COATING UNDIPPED WEIGHT:170 LBS CERTIFICATION ASTM A48 COUNTRY OF ORIGIN USA CERTIFICATION ASTM A48 ASHTO H20-44 DESIGN LOAD HEAVY DUTY H20 LOAD RATEDSECTION PLAN 2 1 / 2 " S Q CLIPPED CORNER SCALE: CROSS REFERENCE: NONE SQUARE FRAME3 STORM DETAILS NONE SCALE: CROSS REFERENCE: NONE SQUARE GRATE4 STORM DETAILS NONE 5546Z FRAME BY EJ IRON WORKS CO. INC OR APPROVED EQUAL DESIGN FEATURES MATERIALS OPEN AREA GRAY IRON (CL35B) DESIGN LOAD N/A HEAVY DUTY COATING UNDIPPED WEIGHT:205 LBS CERTIFICATION ASTM A48 COUNTRY OF ORIGIN USA CERTIFICATION ASTM A48 2'-0" INSIDE JOINTS NEATLY STRUCK AND POINTED A PLAN SECTION PLAN c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 STORM DETAILS MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 24 C-502 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 5 0 1 - 5 0 6 _ D E T A I L S _ R E G E N . d w g 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY NOTES: 1.CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (f'c) of 4,000 P.S.I. AND HAVE BETWEEN 5% AND 8% ENTRAINED AIR. 2.STRUCTURES SHALL BE WET CAST ONLY. PIPE OF SIZE AND TYPE SHOWN ON PLAN MANHOLE FRAME AND COVER CONC BENCH TYPICAL BOTH SIDES PIPE OF SIZE AND TYPE SHOWN ON PLAN 6" M I N W A L L C COVERL MANHOLE FRAME & COVER R-1557-A4 BY NEENAH FDY. INC. OR APPROVED EQUAL WITH "SANITARY SEWER" CAST IN RAISED LETTERSMORTAR 30" DIA STEEL REINFORCED COPOLYMER POLYPROPYLENE MANHOLE STEPS GRADE RINGS 8" MINIMUM 20" MAXIMUM MANHOLE CONE SECTION BUTYL ROPE AS PRIMARY JOINT SEALER 5" MINIMUM WALL THICKNESS BITUMINOUS COATING 5° PRECAST HOLE WITH KOR-N-SEAL BOOT AROUND PIPE (TYP) CONC BENCH SUB-BASEUNDISTURBED EARTH OR ROCK 12" MIN ALL AROUND MANHOLE RISER SECTION MANHOLE BASE SECTION 5'-0" DIA STANDARD - CRUSHED STONE 6"-12" DEEP 1' MIN LARGER ALL AROUND THAN MANHOLE OUTSIDE DIA ALTERNATE - CAST IN PLACE REINFORCED CONCRETE SCALE: CROSS REFERENCE: CONE TOP PRECAST SANITARY MANHOLE DETAIL NONE 1 SANITARY SEWER DETAILS SECTIONB A A PLAN B 3" M I N 6 3/8" CLEAR RUNG "E" 5 1/8"3 3/8148 1/215 7/16PS2-PFSM.A. INDUSTRIES INC* "B" LEG LENGTH "C" RUNG CLEAR "D" EMBED- MENT *OR EQUAL M.A. INDUSTRIES INC*PS-6-DL 14 9 1/2 12 3/4 3 1/8 A SECTIONA FI R S T J O I N T DUCTILE IRON PVC STD RUBBER GASKET PIPE JOINT ONLY STD RUBBER GASKET PIPE JOINT ONLY 10' MAX 3' MAX Y S E W E R YRATIN A S PLAN SECTION USE ONLY WHEN SPECIFIED A A INSIDE FACE OF MANHOLE ALUMINUM ALLOY KORBAND HOLDING BOOT IN OR OUT SEWER PIPE FLEXIBLE RUBBER BOOT SEAL ASSEMBLY IN CORED HOLE (ASTM C923) SERIES 304 STAINLESS BAND CLAMP SERIES 305 STAINLESS SCREW APPLY WITH TORQUE WRENCH SET TO 60-70 IN LBS TOP OF BASE SLAB FLEXIBLE PIPE JOINT OR JOINT COUPLING (PER TABLE)PRECAST CONCRETE BASE SECTION FLEXIBLE JOINT REQUIREMENTS MH STEP DESIGN AND INSTALLITION SHALL COMPLY WITH ALL OSHA REGULATIONS 1/2" GRADE 60 STEEL REINFORCEMENT NOTE: CAST IN PLACE OR PRESS FIT ACCEPTABLE SCALE: CROSS REFERENCE: FORMED OR CORED HOLE WITH FLEXIBLE PIPE-TO-MH-JOINT NONE 7 SANITARY SEWER DETAILS SCALE: CROSS REFERENCE: COPOLYMER POLYPROPYLENE PLASTIC MH STEP NONE 3 SANITARY SEWER DETAILS LETTERING 1 3/4 " HIGH RAISED 1/4 "- LOCATE 180° APART ON PERIMETER NON-SKID COVER DESIGN, CIRCULAR RAISED RIB PATTERN WATERTIGHT PICK HOLE (2 REQD 180° APART ON PERIMETER) MACHINED NON-ROCKING SEATS SEALING GASKET INNER COVER LOCK BAR W/SADDLE PLATE & EYE BOLT. SUPPLY PADLOCK (FOR EYE BOLT) MEETING TOWN STANDARD FLANGE BRACING WEB (6 REQ'D) SYRACUSE CASTINGS MODEL # 6544 OR EQUAL APPROXIMATE WEIGHT OF COVER 210 LBS APPROXIMATE WEIGHT OF FRAME 210 LBS NEENAH FOUNDRY COMPANY MODEL # R-1755-E1 OR EQUAL APPROXIMATE WEIGHT OF COVER 283 LBS APPROXIMATE WEIGHT OF FRAME 158 LBS SCALE: CROSS REFERENCE: WATERTIGHT/LOCKING CAST IRON MH COVER NONE 6 SANITARY SEWER DETAILS SEWER PIPE TYPE FLEXIBLE JOINT TYPE IN & OUT "A"DISTANCE (FEET) ACCEPTABLE MANHOLE STEPS (ALL DIMENSIONS ARE IN INCHES) MANUFACTURER PATTERN NUMBER "A" STEP WIDTH "A" DISTANCE PER TABLE "A" "B " "D " "C" "E" 1/8" CLEARANCE 31 3/4" DIA MIN 30 1/4" DIA OPENING 30" DIA COVER DIA = 39" MIN, 40" MAX 24" DIA CLEAR 1 1 / 2 " 6 1 / 2 " 2" MIN PROJECTION INTO MH AT PIPE SPRINGLINE A B B 2"± PIPE PROJECTION INTO MH (TYPICAL) FORM SMOOTH CURVE ALIGN 0.8 DEPTHS OF DIFFERENT SIZE PIPES ONE-WAY INVERT 0. 8 I D 1/2 " MIN. PITCH ACROSS MH 0. 8 I D MULTIPLE INVERT PLAN FORM SMOOTH CURVE IN INVERT LE S S TH A N 2 " OUT INVERT STEEL TROWEL SMOOTH ALL CHANNEL & BENCHWALL SURFACES PIPE SLOPE TOP OF BENCHWALL 2" PER FOOT SOLID CAST-IN-PLACE CONCRETE AIR ENTRAINED 4000 PSI MIN. INVERT SAWED HALF PIPE MAY BE USED CHANNEL DEPTH 0.8 PIPE ID SCALE: CROSS REFERENCE: INVERT CHANNEL AND BENCHWALLS NONE 2 SANITARY SEWER DETAILS NONE STANDARD INVERT SMOOTH DROP INVERT FILLET SECTION ENLARGED 50%B SECTIONA 4"MIN TO 12"MAX PRECAST CONCRETE GRADE RING(S) & CEMENT MORTAR SMOOTH CEMENT MORTAR FILLET OUTSIDE TOOLED JOINT INSIDE SET FRAME TO MATCH PAVEMENT SLOPE COAT BRICK WITH CEMENT MORTAR OUTSIDE CONE CEMENT MORTAR BED WITH JOINTS TROWELED SMOOTH INSIDE & OUT. CUT OFF LIFT EYES AND MORTAR OVER. SCALE: CROSS REFERENCE: CAST IRON MH COVER INSTALLATION NONE 4 SANITARY SEWER DETAILS 1/SS1; 15/SS3 IN PAVED AREAS Bc/4, 4"MIN PIPE ZONE BACKFILL CAREFULLY PLACED AND BACKFILLED TO PROTECT PIPE FILTER FABRIC CRUSHED STONE BEDDING OPTIONAL EXTRA BEDDING AOBE SCALE: CROSS REFERENCE: PVC BEDDING NONE 5 SANITARY SEWER DETAILS NONE Bd PI P E Z O N E BE D D I N G Bc 12 " M I N B c ID IPR V A T E c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 SANITARY SEWER DETAILS MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 25 C-503 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 5 0 1 - 5 0 6 _ D E T A I L S _ R E G E N . d w g 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY SCALE: CROSS REFERENCE: TYPICAL JUNCTION LAYOUT NONE 2 WATER DETAILS NONE SCALE: CROSS REFERENCE: TYPICAL CONC THRUST BLOCK DETAILS NONE 3 WATER DETAILS NONE 4 2.0 2.8 1.5 0.8 0.4 6 8 10 12 14 16 18 20 24 30 36 4.2 7.2 10.9 15.4 20.6 26.8 33.6 41.2 58.8 90.5 129.6 5.9 10.1 15.4 21.8 29.1 37.9 47.5 58.2 83.1 128.0 183.3 3.2 5.5 8.3 11.8 15.8 20.5 25.7 31.5 45.0 69.2 99.1 1.6 2.8 4.2 6.0 8.0 10.4 13.1 16.1 22.9 35.3 50.5 0.8 1.4 2.1 3.0 4.0 5.2 6.6 8.1 11.5 17.7 25.4 4 1,810 2,559 1,385 706 355 6 8 10 12 14 16 18 20 24 30 36 3,739 6,433 9,677 13,685 18,385 23,779 29,865 36,644 52,279 80,425 115,209 5,288 9,097 13,685 19,353 26,001 33,628 42,235 51,822 73,934 113,738 162,931 2,862 4,923 7,406 10,474 14,072 18,199 22,858 28,046 40,013 61,554 88,177 1,459 2,510 3,776 5,340 7,174 9,278 11,653 14,298 20,398 31,380 44,952 733 1,261 1,897 2,683 3,604 4,661 5,855 7,183 10,249 15,766 22,585 R R R R PIPE SIZE 3000PSI CONCRETE THRUST BLOCK PIPE SIZE 3000PSI CONCRETE THRUST BLOCK THIS BEARING AREA, b, AND R DETERMINED BY SIZE OF PIPE 2 THIS BEARING AREA, b, AND R DETERMINED BY SIZE OF PIPE 1 PIPE 1 PIPE 2 POLYETHYLENE OR BUILDING PAPER TO PREVENT CONCRETE FROM BONDING TO PLUG AND HARDWARE, THUS FACILITATING FUTURE REMOVAL 3000PSI CONCRETE THRUST BLOCK *FACTOR OF SAFETY=1.5 SOIL BEARING OF 3,000 PSF 225 PSI DESIGN PRESSURE TEE WITH PLUG BENDTEE B BEARING STRENGTH S (LB/SQ FT)SOIL MUCK SOFT CLAY SILT SANDY SILT SAND SANDY CLAY HARD CLAY 0 1,000 1,500 3,000 4,000 6,000 9,000 REQUIRED BEARING AREAS -b (SQFT) FOR BEARING BLOCKS* PIPE SIZE (INCHES)TEE 90° BEND 45° BEND 22 1/2 ° BEND 11 1/4 ° BEND THRUST REACTIONS-R(LB) PER 100PSI INTERNAL PRESSURE NOM PIPE DIA IN. DEAD END 90° BEND 45° BEND 22 1/2° BEND 11 1/4° BEND b b b b NOTES: 1.VALUES FOR TEE APPLY TO TEES, END PLUGS, CAPS, AND TAPPING SLEEVES. 2.REQUIRED BEARING AREAS ARE DUE TO THRUSTS CAUSED BY 150PSI WORKING PRESSURE PLUS 50%(75 PSI) SURGE ALLOWANCE RESULTING IN 225 PSI TOTAL INTERNAL PRESSURE. 3.REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 3,000 POUNDS PER SQUARE FOOT. DUE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEARING AREAS MAY BE MODIFIED BY THE ENGINEER. 4.IN MUCK, PEAT, OR RECENTLY PLACED FILL ALL THRUSTS SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS, ALL AS REQUIRED BY THE ENGINEER. NOTES: 1.CONCRETE SHALL NOT OVERLAP ANY JOINT. 2.CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 3.FOR REDUCERS, USE MECHANICAL JOINT FITTINGS WITH RETAINER GLANDS. 4.FOR DIMENSIONS AND THRUST REACTIONS, SEE TABLE ON THIS SHEET. MECHANICAL JOINT TEE MECHANICAL JOINT GATE VALVES MECHANICAL JOINT GATE VALVE 4'±4'± 4' ± SCALE: CROSS REFERENCE: DIP BEDDING DETAIL NONE 1 WATER DETAILS NONE ID NOMINAL (CY/LF) 1/2 PIPE OD DISPLACEMENT 6" BELOW PIPE(d) EXCAVATION ROCK* 38"17.9"15.3" BdOD BELL (Bc) OD BARREL 0.02414" TRENCH DIMENSIONSPIPE DIMENSIONS NOTE: 1.OVEREXCAVATE AT BELLS TO PROVIDE 4" BEDDING BELOW BELLS. PIPE ZONE BEDDING TRENCH BACKFILL UNDISTURBED MATERIAL MANUALLY COMPACTED BACKFILL TO 95% STANDARD PROCTOR DENSITY OPTIONAL EXTRA BEDDING AOBE Bd 12 " PI P E Z O N E B A C K F I L L 4" MI N Bc/8 Bc ID DUCTILE IRON PIPE DISINFECTION OF POTABLE WATER SERVICE MAIN NOTES: 1.DISINFECTION SHALL BE ACCOMPLISHED AFTER PIPE HAS PASSED ANY LEAKAGE TESTS. 2.THE MUNICIPALITY AND THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO START OF PRESSURE TESTING, LEAKAGE TESTING, AND DISINFECTION. 3.DISINFECTION SHALL BE PERFORMED IN ACCORDANCE WITH AWWA STANDARD C 651-86 (EXCLUDING SECTION 5.1 COVERING THE TABLET METHOD). 4.CHLORINE-WATER SOLUTION IS PREPARED BY ADDING HYPOCHLORITE TO WATER IN ACCORDANCE WITH SPECIFICATION SECTION 33_13_00 (02675) - DISINFECTION OF WATER DISTRIBUTION SYSTEM, SUBSECTION 3.3-PREPARATION OF WATER FOR TREATMENT. 5.PRODUCT DETERIORATION MUST BE CONSIDERED IN COMPUTING QUALITY OF SODIUM HYPOCHLORITE REQUIRED FOR THE DESIRED CONCENTRATION. 6.CHLORINE-WATER SOLUTION SHALL BE APPLIED TO WATER MAIN WITH A GASOLINE OR ELECT- RICALLY POWERED CHEMICAL FEED PUMP DESIGNED FOR FEEDING CHLORINE SOLUTIONS. FEED LINES SHALL BE OF SUCH MATERIAL AND STRENGTH SO AS TO WITHSTAND SAFELY THE MAXIMUM PRESSURE THAT MAY BE CREATED BY PUMP. ALL CONNECTIONS SHALL BE CHECKED FOR TIGHTNESS BEFORE HYPOCHLORITE SOLUTION IS APPLIED TO MAIN. 7.CONTRACTOR SHALL FURNISH AND INSTALL A CORPORATION STOP JUST DOWNSTREAM FROM THE NEWLY INSTALLED GATE VALVE OR AS OTHERWISE SHOWN ON DRAWINGS OR APPROVED BY ENGINEER. 8.GENERALLY, THE FOLLOWING PROCEDURE SHALL BE USED TO DISINFECT NEW MAIN. CONTRACTOR SHALL, HOWEVER, REVIEW HIS PROPOSED PROCEDURES WITH ENGINEER AT LEAST 48 HOURS PRIOR TO START OF DISINFECTION. ALL DISINFECTION PROCEDURES MUST BE APPROVED BY ENGINEER BEFORE ANY WORK STARTS. A.ALL GATE VALVES AND HYDRANTS MUST BE CLOSED. THE NEW MAIN SHOULD ALREADY BE FULL OF WATER FORM THE HYDROSTATIC TESTS. B.MIX CHLORINE-WATER SOLUTION IN 55 GALLON DRUMS; CONNECT FEED LINE TO PUMP AND NEW MAIN. C.OPEN GATE VALVE ON HYDRANT LEAD OF END HYDRANT; THEN OPEN HYDRANT FULLY. (NOTE: HYDRANT MUST ALWAYS BE EITHER FULLY OPENED OF FULLY CLOSED. THE HYDRANT FLOW MAY BE CONTROLLED BY THROTTLING THE GATE VALVE ON HYDRANT LEAD). D.START PUMPING CHLORINE-WATER SOLUTION INTO WATER MAIN; THEN OPEN UPSTREAM GATE VALVE SLOWLY UNTIL FLOW FROM HYDRANT IS PROPORTIONATE TO AMOUNT OF CHLORINE-WATER SOLUTION BEING PUMPED (30 PARTS WATER TO 1 PART CHLORINE- WATER SOLUTION). IF A WATER METER IS NOT AVAILABLE, DISCHARGE RATE MAY BE DETERMINED BY USING EITHER A PITOT GAUGE IN THE DISCHARGE OR BY MEASURING TIME TO FILL A CONTAINER OF KNOWN VOLUME (SUCH AS A 55 GAL. BARREL). PUMPING RATE CAN BE DETERMINED BY MEASURING THE DROP IN LIQUID LEVEL IN A GIVEN LENGTH OF TIME. (NOTE: A STANDARD 55 GALLON STEEL BARREL CONTAINS 19.75 GAL/FT OF DEPTH OR 1.64 GAL/IN OF DEPTH). E.AFTER HYDRANT FLOW AND PUMPING RATE HAVE BEEN ADJUSTED, MAINTAIN A CONSTANT FLOW SO THAT CHLORINE CONCENTRATION IN MAIN IS MAINTAINED AT A MINIMUM OF 25 mg/l CONCENTRATION. F.PERIODICALLY CHECK HYDRANT DISCHARGE FOR CHLORINE CONCENTRATION BY USING A FIELD CHLORINE RESIDUAL TEST KIT. MAINTAIN HYDRANT DISCHARGE AND PUMPING RATE UNTIL MINIMUM 25 PPM CHLORINE CONCENTRATION HAS BEEN ACHIEVED THROUGHOUT ENTIRE MAIN DISINFECTED. G.AFTER THE REQUIRED CONCENTRATION HAS BEEN ACHIEVED, ALL VALVES AND HYDRANTS ON THE MAIN THE MAIN LINE BETWEEN THE UPSTREAM GATE VALVE AND THE DISCHARGE HYDRANT SHALL BE OPERATED IN ORDER TO DISINFECT THE INTERNAL APPURTENANCES. DO NOT OPERATE ANY GATE VALVE THAT IS LOCATED ON A CONNECTION TO AN EXISTING WATER MAIN THAT IS IN SERVICE. 9.AFTER THE ENGINEER HAS TAKEN A WATER SAMPLE AND VERIFIED THE MINIMUM 25 PPM CHLORINE CONCENTRATION, THE CONTRACTOR SHALL RETAIN THE CHLORINATED WATER IN THE MAIN BY THE FOLLOWING METHOD: A. FIRST, CLOSE THE UPSTREAM GATE VALVE. B. SECOND, CLOSE THE DISCHARGE HYDRANT. C. THIRD, SHUT OFF THE PUMP. 10.CHLORINATED WATER SHALL REMAIN IN THE MAIN FOR A MINIMUM OF 24 HOURS. 11.IF CHLORINE RESIDUAL IS LESS THAN 10 PPM, REPEAT DISINFECTION PROCEDURES. 12.ANY SECTION OF PIPE, VALVES OR FITTINGS, INCLUDING TAPPING SLEEVES AND VALVES, WHICH ARE INSTALLED OUTSIDE LIMITS OF SYSTEM SUBJECTED TO CHLORINATION PROCEDURES SPECIFIED ABOVE SHALL BE SPRAYED OR SWABBED WITH A 1% HYPOCHLORITE SOLUTION PRIOR TO INSTALLATION. 13.AFTER ENGINEER HAS TAKEN A WATER SAMPLE AND VERIFIED MINIMUM 10 PPM CHLORINE RESIDUAL, CONTRACTOR SHALL THOROUGHLY FLUSH CHLORINATED WATER FROM THE MAIN BY THE FOLLOWING METHOD: A.FIRST, OPEN THE DISCHARGE HYDRANT. B.SECOND, OPEN THE UPSTREAM GATE VALVE. C.THIRD, OPEN ANY HYDRANTS ON THE MAIN LINE TO REMOVE ALL CHLORINATED WATER FROM THE HYDRANT LEADS. 14.FLUSH MAIN WITH POTABLE WATER IN SUCH A MANNER THAT SHALL NOT ADVERSELY AFFECT FISH, PLANT, OR ANIMAL LIFE. 15.QUANTITY AND LOCATION OF WATER SAMPLES TO BE TAKEN SHALL BE DETERMINED BY ENGINEER. 16.WATER SAMPLES SHALL BE TAKEN BY CONTRACTOR IN STERILIZED BOTTLES. 17.ANALYZE WATER SAMPLES IN ACCORDANCE WITH STANDARD METHODS FOR EXAMINATION OF WATER AND WASTEWATER, 14TH EDITION, PUBLISHED BY AMERICAN WATER WORKS ASSN., 6666 WEST QUINCY AVE., DENVER, CO 80235. 18.IF BACTERIOLOGICAL TEST PROVES WATER QUALITY TO BE UNACCEPTABLE, REPEAT DISINFECTION PROCEDURES. 19.IF BACTERIOLOGICAL TEST PROVES WATER TO BE ACCEPTABLE; REMOVE FEED LINE AND CORPORATION STOP. CORPORATION STOP WILL BE REPLACED WITH A THREADED BRASS PLUG UNLESS OTHERWISE DIRECTED BY ENGINEER. 20.TWO SAMPLES TAKEN ON CONSECUTIVE DAYS AT EACH SAMPLING POINT MUST TEST BACTERIOLOGICALLY SAFE BEFORE THE WATER MAIN IS PLACED IN SERVICE. HYDROSTATIC TESTING OF WATER MAIN NOTES: 1.THE MUNICIPALITY AND THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE START OF PRESSURE TESTING, LEAKAGE TESTING, AND DISINFECTION. 2.AFTER TRENCH HAS BEEN BACKFILLED, HYDROSTATIC ACCEPTANCE TESTS, CONSISTING OF A PRESSURE TEST AND A LEAKAGE TEST, SHALL BE PERFORMED ON ALL SECTIONS OF WATER MAINS INSTALLED. LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH PRESSURE TEST. TEST SECTION SHALL BE LIMITED TO ABOUT 2000 FT (MAX.) UNLESS OTHERWISE APPROVED BY ENGINEER. 3.ALL TESTS, INSPECTIONS ETC. SHALL BE PERFORMED AND EVIDENCE OR COMPLIANCE SHALL BE FORWARDED TO OWNER, ENGINEER AND THE MUNICIPALITY PRIOR TO ACCEPTANCE. 4.ALL WATER FOR TESTS SHALL BE FURNISHED AND DISPOSED OF BY CONTRACTOR AT HIS EXPENSE. SOURCE AND/OR QUALITY OF WATER WHICH CONTRACTOR PROPOSES TO USE IN TESTING LINES SHALL BE ACCEPTABLE TO ENGINEER. 5.HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN SYSTEM IS PARTIALLY BACKFILLED TO SIMPLY CHECK WORK, BUT ACCEPTANCE OF SYSTEM SHALL BE BASED ON HYDROSTATIC TESTS RUN ON FINISHED SYSTEM AFTER IT HAS BEEN COMPLETELY BACKFILLED. ALL HYDROSTATIC TESTS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 4 OF AWWA STANDARD C600-87, AS MODIFIED HEREIN. 6.FOR THE PRESSURE TEST, SYSTEM SHALL BE PRESSURIZED AND MAINTAINED AT A MINIMUM OF 150 POUNDS PER SQUARE INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER IS GREATER, BASED ON ELEVATION OF LOWEST POINT IN SECTION BEING TESTED AND CORRECTED TO ELEVATION OF GAUGE. PROVISIONS SHALL BE MADE TO RELIEVE AIR TRAPPED AT HIGH POINTS IN SYSTEM THROUGH ADJACENT HYDRANTS OR THROUGH TAPS AND CORPORATION STOPS INSTALLED FOR THIS PURPOSE BY CONTRACTOR. AFTER THIS PRESSURE HAS BEEN MAINTAINED SUCCESSFULLY, WITH FURTHER PUMPING AS REQUIRED, FOR A PERIOD OF AT LEAST TWO HOURS, THE SECTION UNDER TEST SHALL BE CONSIDERED TO HAVE PASSED THE PRESSURE TEST. 7.LEAKAGE TEST SHALL BE PERFORMED CONCURRENTLY USING A MINIMUM TEST PRESSURE OF 150 LBS/SQUARE INCH, OR 1.5 TIMES THE WORKING PRESSURE, WHICHEVER IS GREATER, BASED ON ELEVATION OF LOWEST POINT IN SECTION UNDER TEST AND CORRECTED TO ELEVATION OF GAUGE. LEAKAGE TEST DURATION SHALL BE A MIN. OF 2 HOURS AFTER LEAKAGE RATE HAS STABILIZED. 8.MAXIMUM ALLOWABLE LEAKAGE SHALL BE AS SHOWN IN SPECIFICATION SECTION 33_14_00 (02676) - TESTING WATER MAINS, SUB-SECTION 1.3 - SYSTEM DESCRIPTION, TABLE OF ALLOWABLE LEAKAGE. 9.IF LEAKAGE IN SYSTEM IN SYSTEM EXCEEDS SPECIFIED AMOUNT, CONTRACTOR SHALL AT NO ADDED COST TO OWNER) LOCATE, REPAIR, AND/OR REPLACE DEFECT(S) AND RE- TEST PIPING SYSTEM. c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 WATER DETAILS MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 26 C-504 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 5 0 1 - 5 0 6 _ D E T A I L S _ R E G E N . d w g 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY 2 DEWATERING CONCRETE BLOCK FINE GRAVEL AND STONE STONE & BLOCK PLAN VIEW STONE & BLOCK DETAIL PAVEMENT WIRE SCREEN DEWATERING DROP INLET WITH GATE 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT. 2. HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE. 3. USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER. 4. FOR STONE STRUCTURES ONLY, 1' THICK LAYER OF THE FILTER STONE WILL BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE DRAWINGS. MAXIMUM DRAINAGE AREA 1 ACRE SCALE: CROSS REFERENCE: STONE AND BLOCK INLET PROTECTION FOR STRUCTURES IN PAVED AREAS NONE 2 EROSION & SEDIMENT CONTROL DETAILS NONE 16 " SCALE: CROSS REFERENCE: COMPOST FILTER SOCK NTS 3 EROSION & SEDIMENT CONTROL DETAILS NONE SECTION AREA TO BE PROTECTED WORK AREA WORK AREA AREA TO BE PROTECTED WATER FLOW 12 " M I N 12" DIA COMPOST FILTER SOCK FILTREXX® SOXX BY FILTREXX INTERNATIONAL CO., INC OR EQUAL BLOWN/PLACED FILTER MEDIA 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.. (SAND BAGS MAY BE USED AS AN ALTERNATE) PLAN 12" DIA COMPOST FILTER SOCK FILTREXX® SOXX BY FILTREXX INTERNATIONAL CO., INC OR EQUAL COMPOST FILTER SOCK MAY BE USED IN AREAS OF ROCK OR PAVEMNET WHERE INSTALLATION OF SILT FENCE IS IMPRACTICAL 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.. (SAND BAGS MAY BE USED AS AN ALTERNATE) NOTE: 1.FILL COMPOST FILTER SOCK WITH FILTER MEDIA APPROVED BY NYSDEC FOR THIS APPLICATION. 2.WHEN USING COMPOST FILTER SOCKS ADJACENT TO SURFACE WATER, THE COMPOST SHOULD HAVE A LOW NUTRIENT VALUE PLAN SECTION 'A-A' FLOW STRAW BALE POLYETHYLENE LINER (10 MILS MIN.)WOOD OR METAL STAKES (2 PER BALE) SECURE PLASTIC LINER INTO GROUND NEAR TOP OF SLOPE STRAW BALE (TYP) STAKE (TYP) 10 MIL POLYETHYLENE LINER (TYP) 8' MIN 8' M I N CONCRETE WASH OUT SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA 18" 12 " 4' M I N . 3' M I N . BLACK LETTERS ON WHITE BACKGROUND GALVANIZED "U" CHANNEL POST FINISHED GRADE WASHOUT SIGN NOTES CONTAINMENT MUST BE STRUCTURALLY SOUND AND LEAK FREE AND CONTAIN ALL LIQUID WASTES. CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY CONTAIN THE LIQUID WASTES GENERATED. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WASHOUT IS 75% FULL. WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY CONCRETE TRUCKS. ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED AS CONSTRUCTION PROGRESSES. AT LEAST WEEKLY REMOVE ACCUMULATION OF SAND AND AGGREGATE AND DISPOSE OF PROPERLY. SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA SCALE: CROSS REFERENCE: CONCRETE WASHOUT DETAIL NTS 5 EROSION & SEDIMENT CONTROL DETAILS NONE A 2' M I N 1.ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL CONFORM TO THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (2016 ISSUE) AND ANY ADDENDA THERETO. 2.THE SEDIMENT CONTROL MEASURES DETAILED IN THESE PLANS SHALL BE IN PLACE PRIOR TO THE START OF EACH CONSTRUCTION PHASE. ONCE CONSTRUCTED, ALL MEASURES SHALL BE PROPERLY MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD, AND THEN REMOVED FROM THE SITE ONCE THE SITE IS STABILIZED. 3. AFTER THE START OF CONSTRUCTION, SITE SWPPP INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY (7) CALENDAR DAYS. 4. BASED ON THE WEEKLY SITE SWPPP INSPECTIONS, THE EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE SWPPP MAY BE REVISED AS SITE CONDITIONS WARRANT. THE CONTRACTOR SHALL IMPLEMENT THESE CHANGES AS SOON AS PRACTICABLE. 5.THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED BY THE CONTRACTOR UNTIL THE FINAL SURFACE TREATMENT HAS BEEN INSTALLED AND VEGETATED AREAS HAVE ESTABLISHED 80% COVERAGE. AFTER THE VEGETATED AREAS HAVE BEEN STABILIZED WITH AT LEAST 80% VEGETATIVE COVER, AS DETERMINED BY THE ENGINEER, THE PROJECT SPONSOR SHALL ASSUME RESPONSIBILITY FOR MAINTAINING THE EROSION AND SEDIMENT CONTROL SYSTEM(S). 6.THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE CONTRACT DOCUMENTS WILL NEED TO BE SUPPLEMENTED WITH INTERIM MEASURES PRIOR TO ACHIEVING FINAL GRADES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN INTERIM EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO CONTROL EROSION AND SEDIMENTATION THROUGHOUT THE DURATION OF CONSTRUCTION. THE DETAILS AND EXTENT OF THESE MEASURES ARE HIGHLY DEPENDENT ON THE CONTRACTORS MEANS AND METHODS AND THEREFORE NOT DETAILED ON THESE PLANS. THE COSTS ASSOCIATED WITH INSTALLING AND MAINTAINING THESE INTERIM MEASURES SHALL BE INCLUDED IN THE CONTRACTORS BID. 7.CONSTRUCTION ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE CONSTRUCTION SEQUENCING NOTES. 8.OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE MESH, EXCELSIOR MATTING, OR TACKIFIER) SHALL BE USED UNTIL SUCH TIME AS VEGETATIVE COVER CAN BE ESTABLISHED. 9.EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT PRACTICABLE. SITE WORK ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE AREA AND DURATION OF SOIL DISTURBANCE. REMOVAL OF WOODY VEGETATION SHALL BE KEPT TO THE MINIMUM EXTENT PRACTICABLE. 1.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED WHERE NECESSARY TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAYS. 2.PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. CONSTRUCTION TRAFFIC SHALL NOT CROSS STREAMS OR DITCHES EXCEPT AT SUITABLE CROSSING FACILITIES, AND SHALL NOT OPERATE UNNECESSARILY WITHIN WATERWAYS OR DRAINAGE DITCHES. 3.IF INTERNAL CONSTRUCTION ROADS ARE DETERMINED TO BE A SOURCE OF SEDIMENT-LADEN RUNOFF TO SENSITIVE AREAS, THEY SHALL BE STABILIZED AS SOON AS PRACTICABLE. 1.SILT FENCE/ COMPOST FILTER SOCK SHALL BE PLACED ON THE DOWNSLOPE SIDE OF DISTURBED AREAS AND AROUND THE PERIMETER OF SOIL STOCKPILES. 2.SILT FENCE/ COMPOST FILTER SOCK SHALL BE PLACED AROUND THE BOUNDARY OF WETLANDS ADJACENT TO THE WORK AREA, AND AT THE EDGE OF WETLANDS AFTER CONSTRUCTION IS COMPLETED. 3.SILT FENCE/ COMPOST FILTER SOCK SHALL BE REPAIRED OR REPLACED WHEN THE ENDS ARE FRAYED OR WORN, AND WHEN THE FENCE IS NOT ANCHORED 6" INTO THE GROUND. WHEN THE ACCUMULATED SEDIMENT REACHES 30% OF THE SILT FENCE HEIGHT, THE SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE UPLAND AREA. STABILIZED CONSTRUCTION ENTRANCE NOTES: SILT FENCE NOTES: GENERAL NOTES: 1.DUST SHALL BE CONTROLLED ON THIS PROJECT BY USE OF A WATER TRUCK. 2.THE QUALIFIED INSPECTOR WILL DETERMINE THE FREQUENCY OF WATER APPLICATION IN ORDER TO CONTROL DUST. 3.CHEMICALS OR OTHER METHODS OF DUST CONTROL ARE PROHIBITED TO BE USED ON THIS PROJECT, UNLESS APPROVED BY THE REGIONAL DEC OFFICE. DUST CONTROL NOTES: 1.TEMPORARY STABILIZATION MEASURES SHALL START AS SOON AS PRACTICAL ON PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT NOT MORE THAN (7) DAYS AFTER WORK HAS CEASED. ACCEPTABLE TEMPORARY STABILIZATION MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO SEEDING MULCH, STRAW, EROSION CONTROL BLANKETS, SOIL STABILIZING EMULSION PRODUCTS, OR SOME FUNCTIONALLY EQUIVALENT MEASURE. TEMPORARY SEEDING SHALL BE ANNUAL RYE GRASS, APPLIED AT A RATE OF 30 LBS./ACRE. 2.AREAS TO RECEIVE TEMPORARY SEEDING AND MULCHING SHALL RECEIVE BOTH GRASS SEED AND MULCH, AS DESCRIBED BELOW. 3.IN SPRING OR SUMMER OR EARLY FALL, SEED SHALL BE ANNUAL RYEGRASS APPLIED AT A RATE OF 30 POUNDS PER ACRE. 4.IN LATE FALL OR EARLY WINTER, SEED SHALL BE CERTIFIED "AROOSTOCK" WINTER RYE (CEREAL RYE) APPLIED AT A RATE OF 100 POUNDS PER ACRE. 5.MULCH SHALL CONSIST OF STRAW APPLIED AT A RATE OF 2 TONS PER ACRE OR WOOD CHIPS (MIN. 3" DEEP). (A WOOD FIBER HYDROMULCH OR OTHER APPROVED SPRAYABLE PRODUCT MAY BE SUBSTITUTED, IF APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.) 6.A JUTE MESH SHALL BE PLACED OVER THE MULCH IN AREAS WHERE WIND OR WATER EROSION PREVENTS ESTABLISHMENT OF GRASS COVER. TEMPORARY SEEING AND MULCHING NOTES: 1.TOPSOIL AND FILL THAT IS ANTICIPATED TO REMAIN STOCKPILED ON-SITE FOR PERIODS GREATER THAN 30 DAYS SHALL BE STABILIZED USING VEGETATION, GEOTEXTILE OR PLASTIC COVERS. THIS CAN BE AIDED BY ORIENTING THE STOCKPILE LENGTHWISE INTO PREVAILING WINDS. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITHIN 25 FT OF ANY DITCH, STREAM, OR OTHER SURFACE WATERBODY. 2.SOIL STOCKPILES MUST BE PROTECTED BY THE USE OF ESTABLISHED VEGETATION, ANCHORED STRAW MULCH, ROLLED STABILIZATION MATTING, OR OTHER DURABLE COVERING. AN APPROVED BARRIER (I.E., SILT FENCE, COMPOST FILTER SOCKS, ETC.) MUST BE INSTALLED AT LEAST 15 FEET FROM THE TOE OF THE STOCKPILE TO PREVENT SOIL MIGRATION AND TO CAPTURE LOOSE SOIL. 3.SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES OF FILL, TOPSOIL AND EXCAVATED OVERBURDEN THAT ARE TO REMAIN EXPOSED FOR PERIODS LESS THAN 30 DAYS. SILT FENCE SHALL BE ANCHORED AND MAINTAINED IN GOOD CONDITION UNTIL SUCH TIME AS SAID STOCKPILES ARE REMOVED AND STOCKPILING AREAS ARE BROUGHT TO FINAL GRADE AND PERMANENTLY STABILIZED. COMPOST FILTER SOCK MAY BE SUBSTITUTED FOR SILT FENCE. 4.TEMPORARY STABILIZATION MEASURES SHALL START AS SOON AS PRACTICAL ON PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT NOT MORE THAN 7 DAYS AFTER WORK HAS CEASED. SOIL STOCKPILE SILT FENCE OR COMPOST FILTER SOCK SCALE: CROSS REFERENCE: SOIL STOCKPILE STABILIZATION NTS 4 EROSION & SEDIMENT CONTROL DETAILS NONE FLO W SECTION PERSPECTIVE VIEW FLOW NOTES: 1.POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.FILTER CLOTH SHALL BE FASTENED SECURELY TO POSTS. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6", FOLDED AND STAPLED. 4.FILTER CLOTH SHALL BE MIRAFI 100X OR APPROVED EQUAL. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. WHEN THE ACCUMULATED SEDIMENT REACHES 30% OF THE SILT FENCE HEIGHT, THE SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN AN APPROPRIATE UPLAND AREA. 6.PREFABRICATED UNITS SHALL BE MIRAFI SILT FENCE, MIRAFI ENVIROFENCE OR APPROVED EQUIVALENT. REPLACE EXISTING SOIL AND COMPACT FILTER CLOTH (GEOTEXTILE FABRIC) 36" MIN. FENCE POST UNDISTURBED GROUND HEIGHT OF FILTER 18" MIN. 6"MIN 10' MAX CTR TO C T R 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND EMBED FILTER CLOTH MIN 6" INTO GROUND 4" 20 " M I N . 16 " MI N . FINISHED GRADE SCALE: CROSS REFERENCE: STANDARD SILT FENCE NONE 1 EROSION & SEDIMENT CONTROL DETAILS c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 EROSION & SEDIMENT CONTROL DETAILS MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 27 C-505 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 5 0 1 - 5 0 6 _ D E T A I L S _ R E G E N . d w g 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY NOTES: 1.ROOT FLARE TO BE AT SAME ELEVATION AS EXISTING GRADE. 2.TREE SHALL BE PLUMB & STRAIGHT. 3.PLANTING PIT SHALL HAVE LEVEL SURFACE. 4.TREE SHALL BE WATERED IN UNTIL SOIL IS SATURATED BEFORE MULCHING. 5.THIN BRANCHES & FOLIAGE AS DIRECTED BY SUPPLIER WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. SPRAY WITH ANTIDESICCANT ACCORDING TO MANUFACTURER'S INSTRUCTIONS NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH WITH TREE WRAP PRIOR TO MOVING ATTACH 1/8" GALV. STEEL CABLE TO STAKE. NOTCH STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. 3" DIA x 8' CEDAR STAKES, 3 PER TREE. STAKES TO BE SAME HEIGHT, DRIVEN IN AT A SLIGHT ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. PROVIDE 4" GALV. TURNBUCKLE EACH CABLE 3" HT. PLANTING MIX SAUCER EXTENDING BEYOND DRIPLINE 3" DEPTH SHREDDED HARDWOOD MULCH PULL MULCH AWAY FROM TRUNK AMENDED PLANTING MIX (TO BE PREPARED OUTSIDE PLANTING PIT) AFTER PLACEMENT AND ROTATION OF TREE REMOVE ALL ROPES AND CAGES FROM BALL, CUT AND REMOVE TOP 3/4 OF BURLAP. COMPLETELY REMOVE BURLAP IF IT IS MADE OF OF SYNTHETIC MATERIAL. SCARIFY ROOT BALL PLACE ROOTBALL DIRECTLY ON UNDISTURBED SUBGRADE AT SAME DEPTH AS IN NURSERY UNDISTURBED SUBGRADE FINISHED GRADE BALL DIA 0R 12" MIN SCALE: CROSS REFERENCE: NONE DECIDUOUS TREE PLANTING1 LANDSCAPING DETAILS NONE NOTES: 1.SHRUB SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN NURSERY. 2.PLANTING PIT SHALL HAVE A LEVEL SURFACE. 3.SPRAY WITH ANTIDESICCANT. 4.COMPLETELY REMOVE BURLAP IF MADE FROM SYNTHETIC MATERIAL. REMOVE CONTAINER AND LOOSEN OUTER ROOTS AS REQUIRED. 5.PROVIDE NEAT TRIMMED SOIL EDGE AT BEDS AGAINST LAWN AT PVMT. MULCH SHOUL DBE FLUSH WITH PVMT. SURFACE. 6.PRUNE/ THIN TOP GROWTH BY 1/4 AFTER PLANTING, INCLUDING ALL BROKEN CANES. RETAIN NORMAL PLANT SHAPE. 7.SPACING OF SHRUBS AS INDICATED PER PLANS 2" DEEP MULCH SCALE: CROSS REFERENCE: NONE SHRUB PLANTING4 LANDSCAPING DETAILS NONE 3" HT. SOIL SAUCER AROUND SHRUB CUT AND REMOVE BURLAP FROM TOP 1/2 OF SHRUB BALL AMEND BACKFILL WITH 1/3 PEAT MOSS AND FERTILIZER WEED CONTROL FABRIC IN BEDS FINISHED GRADE 6" MIN. OR DIA. OF ROOT BALL (OR CONTAINER) WHICHEVER IS GREATER PLACE ROOTBALL DIRECTLY ON UNDISTURBED SUBGRADE AT SAME DEPTH AS IN NURSERY GROUND COVER / PERENNIAL, REFER TO PLANTING PLAN FOR SPACING 3" DEEP SHREDDED HARDWOOD MULCH WEED CONTROL FABRIC IN BEDS STEEL EDGING IF ADJACENT MATERIAL IS NOT PAVEMENT 9" MIN. DEPTH IMPORTED PLANTING SOIL (TO BE PREPARED OUTSIDE PLANTING PIT) FINISHED GRADE SCALE: CROSS REFERENCE: NONE GROUNDCOVER / PERENNIAL PLANTING5 LANDSCAPING DETAILS NONE NOTES: 1.ALL LANDSCAPE BEDS TO BE EXCAVATED TO THE APPROPRIATE DEPTH OF PLANTING MATERIAL AND RECEIVE THE EQUAL DEPTH OF SPECIFIED PLANTING MIX, WITH A MAXIMUM LAYER OF MULCH PER PLANS. 2.REMOVE ALL PARENT MATERIAL, SCARIFY ALL EDGES OF EXCAVATED PLANT BED. 3.MINIMUM 12" SPACING BETWEEN SEPARATE SHRUB/ GROUNDCOVER ROWS. 4.REFERENCE & APPLY ALL NOTES PER SHRUB PLANTING DETAIL. SCALE: CROSS REFERENCE: NONE SHRUB BED PLANTING3 LANDSCAPING DETAILS 5/C-512 WEED CONTROL FABRIC, 2" SPECIFIED MULCH FOR ENTIRE BED AREA PLANTING MIX PER PLANS, SPECIFICATIONS SPACING PER PLAN OR PLANTING LIST UNDISTURBED SUBGRADE SHOVEL CUT EDGE OR EDGE TREATMENT PER PLANS PLANTING MATERIAL TO BE MATCHED W/ PRUNING HEIGHT & WIDTH TOP OF ROOTBALL OR CONTAINER TO BE FLUSH WITH ESTABLISHED FINISH GRADE NEVER CUT CENTRAL LEADERATTACH 1/8" GALV. STEEL CABLE TO STAKE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE. SECURE ENDS OF CABLES WITH GALV. CLAMPS NOTES: 1.TREE SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS IN NURSERY. 2.TREE SHALL BE PLUMB & STRAIGHT. 3.PLANTING PIT SHALL HAVE LEVEL SURFACE. 4.TREE SHALL BE WATERED IN UNTIL SOIL IS SATURATED BEFORE MULCHING. 5.THIN DEAD OR BROKEN BRANCHES AND FOLIAGE AS DIRECTED BY SUPPLIER WHILE RETAINING FORMAL SHAPE OF TREE. NEVER CUT A LEADER. SPRAY WITH ANTIDESICCANT ACCORDING TO MANUFACTURER'S INSTRUCTIONS 4" GALV. TURNBUCKLE W/ EACH CABLE. 12" OF 1" PVC PIPE OVER CABLE AT BASE (TYP.) 2"x2"x24" CEDAR STAKES (3) PER TREE. PAINT EXPOSED PORTION ORANGE. NOTCH TO RECEIVE CABLE. 3" DEEP SHREDDED HARDWOOD MULCH. PULL MULCH AWAY FROM TRUNK FLARE. WRAP TREE TO FIRST BRANCH WITH TREE WRAP PRIOR TO MOVING. AMENDED BACKFILL (TO BE PREPARED OUTSIDE OF PLANTING PIT). AFTER PLACEMENT AND ROTATION OF TREE REMOVE ALL ROPES FROM BALL AND CUT AND REMOVE TO 1/2 OF BURLAP. COMPLETELY REMOVE BURLAP IF IT IS MADE OF SYNTHETIC MATERIAL. 3" CONTINUOUS SAUCER AROUND TREE. FINISH GRADE PLACE ROOTBALL DIRECTLY ON UNDISTURBED SUBGRADE AT SAME DEPTH AS IN NURSERY.BALL DIA 0R 12" MIN SCALE: CROSS REFERENCE: NONE CONIFEROUS TREE PLANTING2 LANDSCAPING DETAILS NONE 1.TOPSOIL, SEED AND ESTABLISH LAWN IN ALL DISTURBED AREAS. 2.ALL SUBSTITUTIONS OF PLANT MATERIALS MUST BE APPROVED BY LANDSCAPE ARCHITECT (L.A.) OR ENGINEER BEFORE INSTALLATION, AND AFTER AWARD OF BID. 3.L.A. ACCEPTS NO RESPONSIBILITY FOR DAMAGE TO PROPERTY OR PERSONAL INJURY OCCURRING DURING CONSTRUCTION OR THEREAFTER. CONTRACTOR IS RESPONSIBLE FOR ALL APPLICABLE INSURANCES. 4.ALL EVERGREEN PLANTS TO BE WILT-PROOFED IN LATE FALL. USE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5.ALL MULCHED PLANTING BEDS TO BE EDGED WITH SPADE TO ALLOW FOR MIN. OF 4" OF LAWN TOPSOIL TO BE PLACED ADJACENT TO MULCHED BED EDGE. ALL LAWN AREAS TO RECEIVE 4" OF TOPSOIL, AS PER SPECIFICATIONS. 6.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO DIGGING. LOCATIONS SHOWN ON UTILITY PLANS ARE APPROXIMATE. CONTACT OWNER OR GENERAL CONTRACTOR FOR PLANS. 7.CONTRACTOR IS TO SUBMIT HYDROSEED MIXES TO L.A. OR ENGINEER FOR APPROVAL. 8.SEE DETAILS 1-3 ON THIS SHEET FOR PLANTING INSTALLATION. ALL TREES GREATER THAN 6' HEIGHT MUST BE STAKED AND GUYED PER DETAIL. 9.PLANTING PITS AND BEDS SHALL BE BACK FILLED TO THE DEPTHS INDICATED ON DETAILS. PREPARED SOIL MIX SHALL CONSIST OF A UNIFORM MIXTURE BY VOLUME OF 5 PARTS TOPSOIL, 2 PARTS PEAT MOSS, 1 PART SAND, AND PLANT FERTILIZER PER SPECIFICATIONS. 10.MULCH MATERIAL SHALL BE A HARDWOOD SHREDDED BARK MULCH DELIVERED IN BULK FORM. SAMPLES TO BE APPROVED BY OWNER. INSTALL AT A MIN. OF 3" IN BEDS, ISLANDS AND AROUND TREES. INSTALL MULCH WITHIN 3 DAYS OF PLANT INSTALLATION. 11.PLACE WEED FILTER FABRIC OVER GROUND AROUND BASE OF ALL EVERGREEN AND DECIDUOUS SHRUBS AND TREES IN THOSE AREAS TO BE MULCHED. 12.WEED FILTER FABRIC MATERIAL TO BE NON-WOVEN GEOTEXTILE, TYPAR 3301 OR EQUAL PLACED OVER SOIL AND AROUND PLANTS PRIOR TO MULCHING. 13.CONTRACTOR TO ADJUST PLANTINGS AROUND HYDRANTS, LIGHT POLE BASES, AND OTHER UTILITIES SO AS NOT TO CONFLICT WITH ACCESS OR USE. CONSULT L.A. OR ENGINEER FOR PLACEMENTS. 14.SEE GRADING PLANS FOR GRADING INFORMATION. 15.PLANT MATERIALS SHALL BE GUARANTEED TO BE IN VIGOROUS, HEALTHY GROWING CONDITION FOR A PERIOD OF ONE YEAR AFTER COMPLETION OF LANDSCAPE INSTALLATION. SEE SPECIFICATIONS FOR MAINTENANCE REQUIREMENTS. SUBMIT GUARANTEE IN WRITING TO OWNER. 16.ALL DECIDUOUS TREES ISOLATED IN LAWN AREAS ARE TO BE MULCHED WITH 4' DIA. CIRCLE. EDGE TO MINIMIZE INTRUSION OF LAWN. 17.SPACING OF SHRUB PLANT MATERIAL SHALL BE MADE WITH KNOWLEDGE OF ANTICIPATED GROWTH HABITS OF PLANTS. DO NOT CROWD AROUND BASE OF TREES OR NEAR EDGES SUCH AS CURBS. 18.REFER TO SITE PLAN FOR EXISTING AND PROPOSED LEGENDS. 1.SUPPLIED TOPSOIL SHALL CONFORM TO THE FOLLOWING: A.ORIGINAL LOAM TOPSOIL, WELL DRAINED, HOMOGENEOUS TEXTURE OF UNIFORM GRADE FREE OF SUBSOIL MATERIAL, CLAY, HARDPAN, STONE, SOD OR OTHER OBJECTIONABLE MATERIAL. B.CONTAINING BETWEEN 5% TO 20% TOTAL ORGANIC MATERIAL IN THAT PORTION OF A SAMPLE PASSING A 1/4" SIEVE WHEN DETERMINED BY THE WET COMBUSTION METHOD ON A SAMPLE DRIED @105°. C.PH RANGE OF 6.0 TO 7.0 ON DRIED SAMPLE(S) FROM METHOD IN "B" ABOVE, ADJUST WITH LIME AS NECESSARY. D.CONTAINING THE FOLLOWING GRADATION: SIEVE DESIGNATION % PASSING 1" 100 1 4" 97-100 NO 200 20-65 (OF THE 1 4 SIEVE) 2.IF SOD IS USED, IT SHALL BE: ·2 YEAR OLD STOCK ·MIN. 85% BLUEGRASS OR BLUEGRASS/RED FESCUE MIXTURE ·FREE OF WEEDS, UNDESIRABLE NATIVE GRASSES, INSECTS & DISEASES ·SHALL BE MACHINE CUT, MAX. WIDTH DEVIATION OF 5% 3.SEED MIX FOR GENERAL LAWN AREA SHALL BE:* AMOUNT BY SPECIES OR PURITY PERCENTAGE WEIGHT VARIETY GERMINATION 55%KENTUCKY BLUEGRASS 95% 80% 25% RED FESCUE 97% 85% 20% PERENNIAL RYE 98% 90% 100% *GRASS SEEDING RATE: 4 LBS./1,000 SF OR 170 LBS./ACRE 4.FERTILIZER: LAWN AREAS: HIGH PHOSPHORUS STARTER FERTILIZER A.FOR SPRING SEEDING: 10% NITROGEN 6% AVAILABLE PHOSPHORUS 4% WATER SOLUBLE POTASH (10-6-4) B.FOR FALL SEEDING: 5% NITROGEN 10% AVAILABLE PHOSPHORUS 5% WATER SOLUBLE POTASH (5-10-5) C.APPLY @ A RATE: 3.6 LBS PER 1,000 SF OR PER MANUFACTURER'S SPECIFICATION. PLANT STOCK: FERTILIZER SHALL BE "AGRIFORM" SLOW RELEASE FERTILIZER TABLETS APPLIED PER MANUFACTURER'S SPECIFICATION. MEADOW AREAS: DO NOT FERTILIZE UNLESS DIRECTED BY L.A. OR ENGINEER. 5.RECOMMENDED PLANT MATERIAL INSTALLATION DATES: ·DECIDUOUS TREES AND SHRUBS: APRIL 1 TO JUNE 1 & OCTOBER 15 TO DECEMBER 15. ·EVERGREEN TREES AND SHRUBS: APRIL 1 TO JUNE 1 & SEPTEMBER 1 TO NOVEMBER 15. 6.MAINTENANCE & GUARANTEE REQUIREMENTS: A.MAINTENANCE PERIOD FOR LAWNS SHALL EXTEND UNTIL FINAL ACCEPTANCES. B.MAINTENANCE PERIOD FOR MEADOWS SHALL EXTEND THREE GROWING SEASONS BEYOND INITIAL MEADOW INSTALLATION. C.REPAIR WASHOUTS, REPLACE TOPSOIL & RESEED AS NECESSARY. D.GENERAL LAWN AREAS WILL BE FINALLY ACCEPTED WHEN A UNIFORM STAND OF LAWN IS EVIDENT AFTER THREE CONSECUTIVE MOWINGS AND REFERTILIZATION. E.ALL PLANT MATERIAL SHALL BE GUARANTEED THROUGH ONE FULL YEAR FROM THE DATE OF COMPLETION OF THE LANDSCAPE INSTALLATION. THIS ASSUMES SUFFICIENT WATERING & MAINTENANCE MEASURES NECESSARY TO ESTABLISH AND MAINTAIN PLANTS IN A HEALTHY GROWING CONDITION. F.GUARANTEE ALL REPLACEMENT PLANTS INSTALLED UNDER THIS GUARANTEE FOR ONE FULL YEAR FROM DATE OF INSTALLATION. G.REPAIR DAMAGE TO OTHER PLANTS OR LAWNS DURING PLANT REPLACEMENT. 1.MEADOW MIX A: ERNMX-177 "EASTERN ECOTYPE NATIVE GRASS MIX", AS SUPPLIED BY ERNST SEEDS, OR APPROVED EQUAL. 35.0%ANDROPOGON GERARDII 'NIAGARA'BIG BLUESTEM 30.0%SORGHASTRUM NUTANS, NY4 ECOTYPE INDIANGRASS 20.0%PANICUM VIRGATUM, 'SHELTER'SWITCHGRASS 15.0% ELYMUS VIRGINICUS, MADISON-NY ECOTYPE VIRGINIA WILDRY SEEDING RATE: 10-15 LBS PER ACRE. USE 30 LBS/ACRE OF A COVER CROP. GRAIN OATS TO BE USED AS A COVER CROP IF APPLIED BETWEEN JANUARY 1ST TO JULY 31ST OR GRAIN RYE FOR APPLICATIONS FROM AUGUST 1ST TO DECEMBER 31ST. 2.GENERAL NOTES: A.DO NOT APPLY SEED MIX OVER COMPACTED SOILS. IF SOILS BECOME COMPACTED DURING CONSTRUCTION ACTIVITIES, SHALLOWLY TILL PRIOR TO SEEDING. B.REMOVE ANY LEAF LITTER, BRUSH OR OTHER DEBRIS BEFORE SEEDING. C.A TRUAX NO TILL NATIVE SEED TYPE DRILL IS SUGGESTED TO PLANT SEED MIX FOR LARGE AREAS. D.APPLY THIN LAYER OF WEED-FREE OAT OR WHEAT STRAW (DO NOT USE HAY) AFTER SEED APPLICATION. AVOID MULCH COMPOSED OF WOOD LIKE SHREDDED BARK, WOOD CHIPS, SAWDUST, ETC. E.FOR SUCCESSFUL SEED GERMINATION, CONSTANT MOISTURE IS REQUIRED FROM TWO TO SIX WEEKS AFTER APPLICATION. 4.MAINTENANCE NOTES: A.FIRST GROWING SEASON ·MOW MEADOWS AREAS TO A HEIGHT OF 8 TO 12 INCHES WHEN THE MEADOW REACHES ABOVE 18 TO 24 INCHES. ·DO NOT MOW WHEN THE SOIL IS WET. ·DISCONTINUE MOWING AFTER MID-SEPTEMBER. B.SUBSEQUENT GROWING SEASONS ·SWITCH TO AN ANNUAL MOWING SCHEDULE IF THE MEADOW IS WELL ESTABLISHED. ·MOW ONCE BETWEEN LATE WINTER AND EARLY SPRING WHILE THE PLANTS ARE STILL DORMANT. ·MOW TO A HEIGHT OF 8 TO 12 INCHES. ·DO NOT MOW WHEN THE SOIL IS WET. TREE REPLACEMENT PLANTING SCHEDULE SYM.KEY QTY ABBR.BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS DECIDUOUS TREES 8 AR ACER RUBRUM RED MAPLE 3" CAL.REF. PLAN B&B 3 GT GLEDITISIA TRIACANTHOS HONEY LOCUST (THORNLESS)3" CAL.REF. PLAN B&B 4 NS NYSSA SYLVATICA BLACK TUPELO 3" CAL.50' O.C.B&B 3 QR QUESRCUS RUBRA RED OAK 3" CAL.REF. PLAN B&B CONIFER TREES 4 AB ABIES BALSAMEA BALSAM FIR 8' HT. MIN.REF. PLAN B&B 3 PS PINUS STROBUS EASTERN WHITE PINE 8' HT. MIN.REF. PLAN B&B 6 TC TSUGA CANADENSIS EASTERN HEMLOCK 8' HT. MIN.REF. PLAN B&B SMALL TREES 2 CF CORNUS FLORIDA FLOWERING DOGWOOD 2.5' CAL.REF. PLAN CONTAINER GROWN 2 IO ILEX OPACA AMERICAN HOLLY 3" CAL.REF. PLAN B&B 8 IA 4 AB 6 TC 3 PS 3 GT 4 NS 3 QR 2 IO 2 CF c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED KATHRYN C. SERRA P.E. NO. 086538 LANDSCAPING DETAILS MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 28 C-506 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 5 0 1 - 5 0 6 _ D E T A I L S _ R E G E N . d w g 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY SCALE: CROSS REFERENCE: NONE TYPE C (proposed) FIXTURE CUT SHEET2 LIGHTING CUT SHEETS NONE LIGHTING CUT SHEETS MAC MAC KCS 2026 CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 25.1294 MAY 21, 2026 25.1294 26-0217 29 REGENERON SITE IMPROVEMENTS 56 DUPLAINVILLE ROAD 29 C-507 CA D D W G . F I L E N A M E : K: \ P r o j e c t s \ 2 5 1 2 9 4 \ C i v i l \ D r a w i n g s - M a p s \ C - 5 0 1 - 5 0 6 _ D E T A I L S _ R E G E N . d w g c PROJECT NUMBER: DATE REVISIONS RECORD/DESCRIPTION PROJ. NO CHECKED DRAFTED C.T. MALE ASSOCIATES SCALE : CHECKDRAFTER APPR. : : : : OFSHEET DWG. NO: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW. DATE : DESIGNED www.ctmale.com AS NOTED 0 BAR SCALE 1 inch = ft. 1 2 3 4 5 6 7 8 9 C.T. MALE ASSOCIATES Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C. 50 CENTURY HILL DRIVE, LATHAM, NY 12110 PH: 518.786.7400 GLENS FALLS, NY · JOHNSTOWN, NY · POUGHKEEPSIE, NY · SYRACUSE, NY