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HomeMy WebLinkAbout20250508 56 Duplainville Rd Regeneron Site Plan PlansCOVER S-1 SURVEY- [ COLLIERS ENGINEERING & DESIGN ] L-1.0 SITE PREP & DEMOLITION PLAN L-2.0 LAYOUT & MATERIALS PLAN L-3.0 GRADING & DRAINAGE PLAN L-4.0 UTILITIES PLAN L-5.0 LIGHTING & LANDSCAPE PLAN L-6.1 SITE DETAILS L-6.2 SITE DETAILS L-6.3 SITE DETAILS Regeneron Pharmaceuticals Guard House Site Plans SHEET INDEX: PROJECT LOCATION MAP SCALE: N.T.S. PROJECT VICINITY MAP SCALE: N.T.S. SITE / CIVIL:APPLICANT: Regeneron Pharmaceuticals, Inc 1 Global View Troy, NY 12180 PROJECT SITE June 9, 2025 TAX PARCEL #177.-1-66 PARCEL SIZE:62.1± ACRES ZONING DISTRICT:GENERAL INDUSTRIAL DISTRICT (IND-G) AREA / BULK REQUIREMENTS REQUIRED PROPOSED EXISTING MINIMUM LOT SIZE:40,000 SF 272,250 SF 272,250 SF MINIMUM LOT WIDTH:200'±1,734'±1,734' MAX. BUILDING COVERAGE:70%36.7%36.6% MAX. % IMPERVIOUS SURFACE:70%65.3%64.6% SITE STATISTICS: PROJECT SITE DUPLAINVILLE RD ADAMS ST DUPLAINVILLE RD ADAMS ST CA D Y H I L L B L V D GEYSER RD ARCHITECT: C.T. MALE ASSOCIATES 50 Century Hill Drive Latham, NY 12110 HYD HYD HY D HY D H Y D H YD HYD HYD HYD HYD HY D TEPED HY D HY D HY D A D A M S R D D U P L A I N V I L L E R D SITE H Y D ’ © NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. C O N S U L T I N GENGINEERS + SURVEYING 1 L-6.1 6 L-6.1 5 L-6.1 EXISTING EDGE OF PAVEMENT, TYP. EXISTING EDGE OF PAVEMENT, TYP. REMOVE EXISTING LIGHT POLE EXISTING SIGN TO REMAIN AND BE PROTECTED REMOVE EXISTING VEGETATION NECESSARY FOR FENCE INSTALLATION EXISTING ASPHALT WALK SAWCUT ASPHALT SAWCUT ASPHALT CONCRETE WASHOUT STABILIZED CONSTRUCTION ENTRANCE INLET PROTECTION, TYP. REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING VEGETATION REMOVE EXISTING VEGETATION NECESSARY FOR FENCE INSTALLATION CONTRACTOR TO LOCATE EXISTING IRRIGATION. CUT, CAP AND ABANDON IRRIGATION. REMOVE EXISTING ASPHALT PAVEMENT Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2024092 10 5 10 15 20200 Scale: 1" = 20' SITE PREP &DEMOLITION PLAN L-1.0 CMI JTM CMI 6/9/2025 1"=20' LEGEND PROPERTY LINE REMOVE ASPHALT REMOVE ITEM REMOVE VEGETATION 1.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH OWNER/OWNER'S REPRESENTATIVE TO REVIEW ALL APPLICABLE PERMIT CONDITIONS, THE CONSTRUCTION PLANS AND GENERAL CONSTRUCTION SCHEDULE. 2.THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES, UTILITY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED AND LOCATED. 3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4.THE GENERAL CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. 1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACT OPERATIONS. 2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4.BEFORE ANY CLEARING IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO IDENTIFY TREES WHICH ARE TO BE PROTECTED OR REMOVED. DO NO CLEARING WITHOUT A CLEAR UNDERSTANDING OF EXISTING CONDITIONS TO BE PRESERVED. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD AND SHALL, AT A MINIMUM, INSTALL TREE PROTECTION FENCE IN ACCORDANCE WITH PROJECT PLANS, DETAILS AND SPECIFICATIONS. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE SAVED, AND CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE SAVED. 6.THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE TREE PROTECTION FENCING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATION OF SITE WORK OPERATIONS. 7.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER'S REPRESENTATIVE ON ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL AND ANY OTHER APPLICABLE REGULATIONS. 2.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 3.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4.TREE, SHRUB AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF ENTIRE ROOT SYSTEM AND SATISFACTORY OFF-SITE DISPOSAL OF ALL TREES, SHRUBS, STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 5.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. SITE PREPARATION NOTES:PROTECTION NOTES:REMOVALS NOTES: STABILIZED CONSTRUCTION ENTRANCE SAWCUT INLET PROTECTION PR O P E R T Y L I N E EMPLOYEE PICK-UP AREA PARKING: 12 SPACES EXISTING EDGE OF PAVEMENT, TYP. EXISTING ASPHALT WALK CROSSWALK, TYP. CONCRETE SIDEWALK, TYP. CONCRETE CURB, TYP. LIGHT POLE, TYP. LIGHT POLE EMPLOYEE DROP-OFF AREA 10 L-6.1 3 L-6.2 9 L-6.1 5 L-6.2 DROP CURB, TYP.13 L-6.1 CONTROL JOINT, TYP.7 L-6.1 EXPANSION JOINT, TYP.7 L-6.1 GUARD HOUSE ASPHALT PAVEMENT, TYP.11 L-6.1 SECURITY CARD READER, TYP. ADA TURNSTYLE GATE1 L-6.2 DETECTABLE WARNING STRIP, TYP.2 L-6.2 DECORATIVE FENCING, TYP.4 L-6.2 PAVEMENT MARKINGS, TYP.7 L-7.2 EXISTING LIGHT POLE, TYP. 18 . 0 0 ' 9.00' 10 . 0 0 ' 10 . 0 0 ' 7.00' SECURITY GATE, TYP. PAVEMENT STRIPING, TYP. 10.0 0 ' 5.00' 13.0 0 ' R2 0 0 . 0 0 ' 11 . 5 0 ' 11 . 5 0 ' SWL, TYP. DWL, TYP. 81.43' 65.6 4 ' 12 . 5 0 ' 12 . 5 0 ' 23 . 4 6 ' 21 . 4 2 ' 23 . 0 0 ' 29 . 6 0 ' 23 . 0 0 ' 11 . 5 0 ' 11 . 5 0 ' R1 0 0 . 0 0 ' R4 0 0 . 0 0 ' R 5 . 0 0 ' R5 . 0 0 ' 36.00' 2 3 . 3 7 ' ROOF LINE, TYP. R1 0 0 . 0 0 ' 57.5 0 ' 27 . 6 7 ' CONCRETE CURB, TYP.8 L-6.1 6' TRANSITION CURB, TYP. R5.0 0 ' R13.50 ' R 1 3 . 5 0 ' R10 . 5 0 ' R10 . 5 0 ' 10 . 0 0 ' 10 . 0 0 ' TRANSITION CURB TRANSITION CURB R5 . 0 0 ' R5 . 0 0 ' R5 . 0 0 ' R5. 0 0 ' DECORATIVE FENCING, TYP.4 L-6.2 DROP CURB, TYP.13 L-6.1 LIGHT POLE, TYP. LIGHT POLE, TYP. DROP CURB, TYP. CR CR SG SG SG CR SG CR Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2024092 10 5 10 15 20200 Scale: 1" = 20' LAYOUT &MATERIALS PLAN L-2.0 CMI JTM CMI 6/9/2025 1"=20' LEGEND PROPERTY LINE DECORATIVE FENCE LINE 1.ALL LINE AND GRADE INFORMATION SHALL BE LAID OUT BY A NEW YORK STATE REGISTERED SURVEYOR ENGAGED BY THE CONTRACTOR. 2.ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 3.ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 4.DIMENSIONS TO CURBS ARE FROM FACE OR BOTTOM OF CURB TO FACE OR BOTTOM OF CURB. 5.FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND IF NECESSARY APPROPRIATE MUNICIPAL OFFICIALS. 6.ALL LAYOUTS FOR WALKS AND PATHS SHALL BE ADEQUATELY STAKED BY THE CONTRACTOR AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 7.ALL PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 8.CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 9.ALL EXISTING UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE VERTICAL & HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. LAYOUT NOTES: CONCRETE PAVING ASPHALT PAVING CENTERLINE SOLID WHITE LINE DASHED WHITE LINE SWL DWL SECURITY CARD READER SECURITY GATE CR SG CJ EJ FFE: 335.75 TC:335.95 BC:335.45 335.75 335.80 TC/BC: 335.36 TC:335.68 BC:335.18 TC:335.00 BC:334.50 TC:332.70 BC:332.20 TC:332.70 BC:332.20 TC:335.60 BC:335.10 TC: 336.34 BC: 335.84 TC:333.35 BC:332.85 TC:333.35 BC:332.85 TC/BC:334.36 TC/BC:334.36 333.45 334.75 TC/BC: 335.36 335.50 333 332 334 334 334 3 3 5 335 335 3 3 5 334 333 33 3 33 2 329 328 330 332 333 330 329 327 330 333 332 TC: 335.68 BC: 335.18 TC:335.11 BC:334.61 TC:335.11 BC:334.61 TC/BC:333.90 331 TC/BC:333.90 TC:333.65 BC:333.15 TC:333.60 BC:332.10 CB-1 RIM: 332.20 INV. OUT: 329.70 CB-2 RIM: 332.20 INV. IN: 329.50 INV. OUT: 329.40 12" HDPE PIPE FLARED END SECTION WITH RIPRAP OUTLET APRON INV. OUT: 329.20 SEDIMENT FOREBAYOVERFLOW WEIR ELEV: 329.0 INFILTRATION BASIN OVERFLOW WEIR ELEV: 330.0 SEDIMENT FOREBAY 1 L-6.3 6 L-6.2 TP-1 TP-2 R I D G E L I N E 5 L-6.3 DRYWELL 'DW-2' RIM: 328.0 6 L-6.2 DRYWELL 'DW-1' RIM: 328.0 5 L-6.3 2% MA X 2% MA X 6 L-6.3 6 L-6.3 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2024092 GRADING & DRAINAGE PLAN L-3.0 CMI JTM CMI 6/9/2025 1"= 20' LEGEND PROPERTY LINE1.EXISTING BASE INFORMATION DERIVED FROM A SURVEY DATED 12/19/2024 BY COLLIERS ENGINEERING & DESIGN. 2.ALL PROPOSED GRADES SHALL BE SET IN THE FIELD BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3.CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE SO LOCATED THAT THEY WILL NOT BE DISTURBED BY CONSTRUCTION. 4.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH INCH (1/8") PER FOOT. MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 5.RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 6.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. 7.ALL PROPOSED TOP OF VERTICAL CURB ELEVATIONS ARE SIX INCHES (6") ABOVE BOTTOM OF CURB UNLESS SHOWN OTHERWISE. 8.WHERE NEW PAVING MEETS EXISTING PAVING, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 9.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 10.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER. 11.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. NO TOPSOIL SHALL BE REMOVED FROM SITE WITHOUT PRIOR AUTHORIZATION FROM OWNER. TOPSOIL SHALL BE STOCKPILED FOR RE-USE ON SITE OR LEGALLY DISPOSED OF OFFSITE. 12.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN 6" MAXIMUM COMPACTED LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL, CONTAIN NO GRAVEL LARGER THAN 2", AND SHALL BE COMPACTED IN ACCORDANCE WITH PROJECT PLANS AND DETAILS. 13.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 14.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND. PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND. 15.SLOPE SIDES OF EXCAVATIONS TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND OSHA REGULATIONS. MAINTAIN SIDE SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF BACKFILLING. 16.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 17.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOP AND BOTTOM OF SLOPES. 18.THE GENERAL CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MAN HOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC., FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWINGS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 19.IN ALL LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 20.THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL). GRADING NOTES: PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 850 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 852 10 5 10 15 20200 Scale: 1" = 20' STABILIZED OVERFLOW WEIR PROPOSED CATCH BASIN PROPOSED SPOT ELEVATION 333.90 TEST PIT 1 (TP-1) 0” to 12”, Topsoil/Forest Floor 12” to 31”, 10 YR 6/6, Fine Sand 31” to 96”, 10 YR 6/4, Fine to Coarse Sand Sparce roots to 24” depth Falling Head Infiltration Test at 67” >120 in/hr >120 in/hr >120 in/hr TEST PIT 2 (TP-2) 0” to 12”, Topsoil/Forest Floor 12” to 34”, 10 YR 6/6, Fine Sand 34” to 96”, 10 YR 4/6, Fine to Coarse Sand Sparce roots to 24” depth Falling Head Infiltration Test at 56” >120 in/hr >120 in/hr >120 in/hr TEST PIT INFORMATION Test pits witnessed by Doug Heller and Cameron Alber on June 5, 2025 HY D E-ONE DUPLEX GRINDER PUMP STATION, MODEL WH-472 RIM:335.50 INV. IN:332.55 INV. OUT:332.60 4" SDR-26 SEWER LATERAL INV.(BLDG):332.75 1.5" PE IPS DR-11 SANITARY FORCEMAIN CORE PUMP STATION TO ACCEPT NEW FORCEMAIN AND INSTALL 90° BEND TO DIRECT FLOW TO WET WELL DIR E C T I O N A L D R I L L DIRECTIONAL DRILL 1.25" DR-11 HDPE WATERLINE CONNECT TO NEW WATER SERVICE FROM BUILDING PROPOSED UNDERGROUND ELECTRIC, SEE MEP PLANS RESTORE PAVERS AND LANDSCAPING DISTURBED DURING CONSTRUCTION 2 L-6.3 CURB STOP 1.THE CONTRACTOR SHALL CONTACT U.F.P.O. (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2.CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION IN ACCORDANCE WITH THEIR RESPECTIVE REQUIREMENTS. 3.LOCATION OF UTILITY CONNECTIONS AT BUILDING TO BE VERIFIED BASED ON FINAL BUILDING FOOTPRINT CONFIGURATION. 4.ALL UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL REGULATORY, LOCAL MUNICIPAL AND BUILDING CODE REQUIREMENTS. 5.THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE DIAGRAMMATIC FOR INFORMATION ONLY, AND MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ALL UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (WALLS, FENCE, FOOTINGS, TREE ROOTBALLS, PROPOSED LIGHTING FOOTINGS, ETC.) AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. ANY DAMAGE AND INCURRED COSTS DUE TO FAILURE OF THE CONTRACTOR TO VERIFY UTILITY LOCATIONS SHALL BE BORNE BY THE CONTRACTOR. 6.EXCAVATION REQUIRED WITHIN PROXIMITY OF UTILITY LINES SHALL BE DONE BY HAND. 7.EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. 8.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT ROADWAYS AND DRIVEWAYS FOR THE DURATION OF CONSTRUCTION. UTILITY NOTES Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2024092 10 20 30 40400 Scale: 1" = 40' UTILITIES PLAN L-4.0 CMI DBH CMI 6/9/2025 1"=40' LEGEND PROPERTY LINE PROPOSED SANITARY FORCEMAIN PROPOSED WATER SERVICE PROPOSED UNDERGROUND UTILITY EXISTING LIGHT POLE, TYP. RELOCATED OR REPLACED LIGHT POLE, TYP. RELOCATED OR REPLACED LIGHT POLE, TYP. 1 L-7.3 WOODED AREA WOODED AREA 4 QP 3 QP 1 QP GRASS SEED, TYP. DECIDUOUS TREE, TYP.8 L-6.2 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2024092 10 5 10 15 20200 Scale: 1" = 20' LIGHTING &LANDSCAPE PLAN L-5.0 CMI JTM CMI 6/9/2025 1"= 20' LEGEND PROPERTY LINE DECORATIVE FENCE LINE CENTERLINE 1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OF TREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICAN STANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. 2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. 3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BE PREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED. PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED. 4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST. 5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER 15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY. 6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALL SUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. PLANTING NOTES: 8.THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 10.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 11.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 12.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS AND PERENNIALS. 13.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCH COMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATEST DIMENSION, AND SHALL BE DARK BROWN IN COLOR. 14.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION AT DELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE. 15.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 16.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORING PERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCE INCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY. 17.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18.UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECT FORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION. 19.FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALL MAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION. 20.ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD: 20.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS; AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE A MINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLE TERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING. 20.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5" 21.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINAL ACCEPTANCE TO THE CONTRACTOR. 22.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITION FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY WORK. 23.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTS SHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST. 24.GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY AND GERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS: PROPORTION GERMINATION PURITY COMMON NAME BY WEIGHT MINIMUM MINIMUM CREEPING RED FESCUE 50% 85%95% OR CHEWINGS FESCUE KENTUCKY BLUEGRASS 25% 85% 90% PERENNIAL RYE 25%90%90% PROPOSED TREE GRASS SEED PLANT LIST SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES QP 8 Quercus palustris Pin Oak 2" cal.B&B 50'-0" 12" THICK, 50/50 MIXTURE TYPE 3 AND TYPE 4 GRANULAR MATERIAL OVER GEOTEXTILE (MIRAFI 600X) R . 3 0 ' - 0 " T Y P . EDGE OF EXISTING ROADWAY CONSTRUCTION SPECIFICATIONS: 1.STONE SIZE- USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH- NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MIN. WOULD APPLY. 3.THICKNESS- NOT LESS THAN SIX (6) INCHES. 4.WIDTH- TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. GEOTEXTILE- WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR SEDIMENT INTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 7.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 8.PERIODIC INSPECTION AND DEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. 24 ' - 0 " MI N . 16 " A B O V E GR A D E 6" BE L O W G R A D E 10' MAX. ℄ TO ℄ 36" MIN., 2" HARDWOOD FENCE POSTS, DRIVEN MIN. 16" INTO GROUND 2' O V E R A L L FA B R I C H T . 20 " M I N . 16 " M I N . 36" MIN. FENCE POST FILTER FABRIC FLOW 6"MI N . EMBED FILTER CLOTH MIN. 6" INTO GROUND SECTION PERSPECTIVE VIEW FILTER FABRIC; FASTENED SECURELY TO FENCE POSTS W/ STAPLES FLOW FLOW CONSTRUCTION SPECIFICATIONS: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE 6' MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTHE SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE OR APPROVED EQUIVALENT. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 6.FILTER FABRIC SHALL BE ON THE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING. 2 1 MAX. NOTES: 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. LOCATION SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. MAXIMUM HEIGHT SHALL BE 12 FEET. 3.EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, INSTALLED PER CORRESPONDING DETAIL. 4.A PERIMETER DIKE/SWALE SHALL BE LOCATED UP-SLOPE OF THE TOPSOIL STOCKPILE. STRAWBALES STAKED INTO GROUND NOTE: 1.WASHOUT AREA SHALL BE SIZED BY THE CONTRACTOR TO ADEQUATELY CONTAIN CONCRETE CLEANOUT. 10 MIL PLASTIC LINING WOOD OR METAL STAKES (2 PER BALE) STAPLES (2 PER BALE) STRAW BALE 10 MIL PLASTIC LINING 8' MIN. 2' M I N . CONCRETE WASHOUT CONCRETE WASHOUT SIGN NOTES: EXPANSION JOINT SPACING - 20'-25' O.C. CONTROL JOINT SPACING - 5' O.C. NOMINAL CROSS SLOPE - 1/8" TO 1/4" PER FOOT (MAX. SLOPE 1:50 TYP.) TOWARDS STREET OR A.O.B.E. MAX. SLOPE ALONG THE LENGTH OF THE WALK SHOULD NOT EXCEED 1:12 BROOM FINISH PERPENDICULAR TO WALK 5" CONCRETE 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE SIDEWALK GEOTEXTILE FABRIC EXPANSION JOINT SCORE JOINT EXPANSION JOINTS TO OCCUR 20' O.C. MAX & AT ALL CURBS, WALLS, & WHERE SHOWN ON PLANS OR OTHER DETAILS TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXIST. SCORE JOINTS. TOOLING SHALL ALSO OCCUR AROUND ENTIRE PERIMETER OF CONC. PAVEMENT. 1/2" JOINT 2"2" 1" M I N . 1/2" JOINT 2"2" JOINT SEAL PER SPECIFICATIONS TOOLED JOINT WITH 1/4" RADIUS EDGE BOND BREAKER BACKER ROD PREMOULDED JOINT FILLER 16 " 6" FLUSH CURB IN PAVING 1/ 2 " 6" 6" 6"6"6" PROVIDE CLEAN SQUARE CORNER WHERE BITUMINOUS WALK ABUTS CURB FINISH GRADE; BITUMINOUS OR LAWN, SEE PLANS 1/2" RADIUS FINISH GRADE 4,000 PSI CAST-IN-PLACE CONCRETE CURB GRANULAR SUBBASE 6" 6" 18 " 6" PAVEMENT 1 4" RADIUSCONCRETE SIDEWALK, SEE DETAIL CAST-IN-PLACE CONCRETE CURB, SEE CONCRETE SPECIFICATION GRANULAR SUBBASE 7" EXPANSION JOINT EXISTING PAVING TO REMAINPROPOSED PAVING TOP COURSE BINDER COURSE 1-/2" MINIMUM DEEP KEY INTO EXISTING PAVEMENT COMPACTED BASE MATERIAL KEYED PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT 1' SUBGRADE OR STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304) COMPACTED TO 95% STANDARD PROCTOR DE P T H T O SU B G R A D E A S RE Q U I R E D BINDER COURSE - NYSDOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES COMPACTION TACK COAT - NYSDOT ITEM 407-0102 DILUTED TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION TOP COURSE BINDER COURSE GRAVEL COURSE GEOTEXTILE FABRIC, MIRAFI 500X 1 1/2"3"12" CONCRETE RAMP 1/4" MAX. REVEAL FLUSH CURB TYPICAL TRANSITION CURB LENGTH AS REQ. TYPICAL TRANSITION CURB LENGTH AS REQ. 8% MAX. ADA COMPLIANT TACTILE STRIP. 2' WIDTH FROM BOTTOM OF RAMP. STRIP SHALL BE SET/INLAID IN CONCRETE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2% MAX SLOPE IN ANY DIRECTION 2'- 0 " LADEN R U N O F F SEDIMEN T SEDI M E N T LADE N R U N O F F NOTE: 1.SILT SACK SHALL BE MAINTAINED & REMOVED ONLY AFTER ACCEPTANCE OF ROADWAY. SILT SACK SHALL BE CLEANED PERIODICALLY TO KEEP CATCH BASIN WORKING PROPERLY WHILE IN PLACE AT REMOVAL OF SILT SACK ALL CATCH BASINS SHALL BE CLEANED OF DEBRIS AND SEDIMENT. 2.GRATE SILT SACK SHALL ONLY BE USED FOR IN-PAVEMENT STRUCTURES ONLY DURING AND AFTER INSTALLATION OF PAVEMENT. USE SILT SACK UNDER GRATE TO CONTROL SEDIMENT RUNOFF. SACK SHALL BE MAINTAINED AND CLEANED ON A REGULAR BASIS (SEE NOTE) CITY OF SARATOGA SPRINGS CONSTRUCTION SPECIFICATIONS 1.THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY AND/OR WITHIN THE APPROVAL AUTHORITY OF THE PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON REQUEST BY THE CITY ENGINEER. IF 'APPROVED EQUAL' MIXES ARE BEING PROPOSED, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR 'APPROVED EQUAL' MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS. 2.WHEN AIR TEMPERATURES ARE 50 DEGREES FAHRENHEIT OR BELOW, A NON-CHLORINE ACCELERATOR IS REQUIRED PER A.C.UI. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90 DEGREES FAHRENHEIT OR ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME PER A.C.I. 305R-99. 3.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS AND SHALL CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS "A" MIX (OR APPROVED EQUAL). NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR OT THE ADDITION OF A SUPERPLASTICIZER IS APPROX. 2-3 INCHES. 4.ALL SIDEWALKS CONSTRUCTED FROM NOV. 1-APR. 30 SHALL BE TREATED WITH A PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEMS 717-03 TO PROTECT THE FRESH SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION. 5.ALL SLIP FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J CONCRETE MIXTURE (OR APPROVED EQUAL). 6.ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL BY THE CITY ENGINEER. Scale: NTS STABILIZED CONSTRUCTION ENTRANCE1 Scale: NTS SILT FENCE2 Scale: NTS TEMPORARY STOCKPILE3 Scale: NTS CONCRETE CURB AT SIDEWALK9 Scale: NTS CONCRETE WASHOUT6 Scale: NTS CONCRETE PAVING10 Scale: NTS CONCRETE JOINTS7 Scale: NTS 6" FLUSH CONCRETE CURB8 SITE DETAILS L-6.1 MCB JTM DBH 6/9/2025 NTS SCALE: NTS PAVEMENT KEY12 Scale: NTS ASPHALT PAVEMENT11 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Sa v e D a t e : 6/ 1 1 / 2 0 2 5 2 : 2 7 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 9 2 _ R e g e n e r o n _ S a r a t o g a \ 2 0 2 4 0 9 2 C A D \ L - 6 . 0 D E T A I L S . d w g Pl o t t e d B y : MA T T B R O B S T O N Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2024092 Scale: NTS DROP CURB13 Scale: NTS INLET PROTECTION - PAVED AREAS5 6' (ADJACENT SIDEWALK) 3' (ADJACENT LAWN) ADJACENT SIDEWALK, 1:12 MAX 1' CONCRETE CURB 6" 3/8" EXPANSION JOINT ADJACENT FINISH GRADE AT BOTTOM OF CURB SCALE: NTS TRANSITION CURB4 6- 0 " M I N . ( S E E P L A N ) 12 " 12 " *CROSSWALK TO MEET DRIVE EDGE AT FLUSH CURB. WHITE PAINT AS SPECIFIED ENGINEERED PLASTICS, INC. 300 INTERNATIONAL DR., SUITE 100 1 (800) 682-2525 www.armor-tile.com WILLIAMSVILLE, NY PHONE: (716) 626-3626 USA, 14221Tactile Systems FAX: 1 (800) 769-4463 1'-0" 1 3 / 8 " DETAIL 1 A A B B DOME 1'-0" 1' - 0 " 10/16" Ø HOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) DOME INTERNAL EMBEDMENT FLANGE AT 3" C/C 10/16" ØHOLE THROUGH EMBEDMENT FLANGES (2 PER FLANGE) SECTION A-A PLAN-TILE SECTION B-B DETAIL 1 NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. FOR CUSTOM SIZING CONTACT MANUFACTURER. 4. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT WWW.CAD DETAILS.COM/INFO/REFRENCE NUMBER 681-001A. 9' - 4 " 5' - 0 " 4' - 4 " 3' - 1 " 2'-8" 1' - 8 " 1' - 1 1 " 1'-3" 8' - 3 " 6'-7" 3'-4" 4'-4"R 13 ' - 4 " 8'-0" 8" CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE 4ARC22T5-MDL03 LED: 64 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT 4" - 3" DIA. TAPERED POLE, .125 WALL THICKNESS, 6063-T6 STRUCTURAL GRADE ALUMINUM ACCESS DOOR CATALOG NUMBER: PT-D650SRLED-5T-4AR22T5- MDL03-A-PEC/4214T4/BK 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, FOUR ANCHOR BOLTS AND ONE GROUND STUD. 12 ' - 0 " 3 4" CHAMFER 3" 24 " M I N . 4' - 0 " M I N . 20" FINISHED GRADE ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURER'S RECOMMENDATION 2" PVC SCHEDULE 40 NO DIRECT BURIAL GROUND ROD PER N.E.C. 4000 PSI CONCRETE BASE WITH SONOTUBE FIBER FROM 20" DIA. UNDISTURBED SUBGRADE OR COMPACTED TO 90% STANDARD PROCTOR NOTES: 1.ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC CONDUIT. UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSEHOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDERS, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN BASE OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY INTO CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 1/2 INCH ID AND 1/8 INCH THICKNESS, AND LOCK WASHERS. ELECTRONIC PHOTOCELL (STREET SIDE) POLE WELDED FOR SINGLE UNIT CONSTRUCTION BLACK FINISH 14 ' - 8 3 4" 17" DIA. BASE, 12"DIA BOLT CIRCLE, DIAMOND PATTERN, FOUR 1 2" x 18" ANCHOR BOLTS 3" 6" 6" 3'- 0 " 3'-6" M I N . NOTES: 1.CONCRETE - 4000 PSI @ 28 DAYS MIN. 2.MIN. REINFORCMENT: 6X6 - 10/10 WWM, ALL FOUR SIDES AND BOTTOM (CONFORM TO ASTM STD. A-615) 3.ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. 3'- 6 " M I N . 3' - 0 " M I N . 2'-6" MIN. I.D.** SECTION 6" M I N . ALLOW 2" FOR FINAL ADJUSTMENT OF FRAME FRAME TO BE MORTARED TO TOP OF CATCH BASIN WITH NON-SHRINK GROUT. ALLOW 2" FOR FINAL ADJUSTMENT OF FRAME. STORM SEWER PIPE TO BE MORTARED IN PLACE WITH NON-SHRINK GROUT 12" TYPE 2 CRUSHED STONE ON UNDISTURBED SUBGRADE A-A' KNOCKOUT PANEL EACH SIDE A' A HEAVY DUTY FRAME AND GRATE; CAMPBELL NO. 2816B WITH GRATE OPTION OR APPROVED EQUAL CATCH BASIN NOTES: -TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. -THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER. -TREE SHALL BE PLUMB & STRAIGHT. 12 " EQ.EQ. STAKE AND GUY TREE-CONTRACTOR SHALL PROVIDE METHOD AND MANUFACTURER SAMPLE TO OWNER'S REPRESENTATIVE FOR APPROVAL. NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND LOWEST BRANCH (FALL PLANTING ONLY) 3" DEPTH PINE BARK MULCH (OR STONE); PULL MATERIAL AWAY FROM TRUNK. 3" HT. PLANTING MIX SAUCER AMENDED PLANTING MIX, COMPACTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE Scale: NTS PEDESTRIAN CROSSWALK3 Scale: NTS DETECTABLE WARNING STRIP2 SCALE: NTS DECORATIVE FENCE4 SITE DETAILS L-6.2 MCB JTM DBH 6/9/2025 NTS Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Sa v e D a t e : 6/ 6 / 2 0 2 5 3 : 3 4 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 9 2 _ R e g e n e r o n _ S a r a t o g a \ 2 0 2 4 0 9 2 C A D \ L - 6 . 0 D E T A I L S . d w g Pl o t t e d B y : JE S S I C A M I N K Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2024092 Scale: NTS ADA TURNSTILE GATE1 SCALE: NTS PAVEMENT MARKINGS7 Scale: NTS LIGHT5 Scale: NTS CATCH BASIN6 SCALE: NTS DECIDUOUS TREE8 PLAN VIEW MI N . SECTION VIEW CORRUGATED HDPE STORM SEWER PIPE; REFER TO PLANS FOR SIZE AND LENGTH DOT ITEM 620.03 STONE FILL (LIGHT), OR AS SPECIFIED FLARED END SECTION GEOTEXTILE SEPARATION FABRIC UNDER FLARED END SECTION & RIPRAP HDPE FLARED END SECTION WITH CORRUGATION COUPLING MATCHING CONDUIT CORRUGATIONS & HAVING ANCHOR TOE PIECE. INSTALL AT ALL PIPE ENDS. PROPOSED FINISHED GRADE- SEE PLANS "L" EXTEND RIP RAP 12" MIN. ABOVE FLARED END. * WHEN OUTLET IS TO SWALE, EXTEND STONE FILL UP SIDE SLOPE A MINIMUM OF 1 2 THE SWALE DEPTH. MI N . "W" STONE APRON WIDTH & LENGTH TABLE PIPE DIA WIDTH "W" *MIN. LENGTH "L" 12" 7'-0" 6'-0" 15"-18" 8'-0" 6'-0" 24" 9'-0" 8'-0" NOTES: 1.THE EXCAVATED TRENCH MATERIAL SHALL BE DEPOSITED AT THE SIDES OF THE TRENCHES AND USED FOR BACKFILL UNLESS DECLARED TO BE UNSUITABLE BY THE ENGINEER. BACKFILLING IN THE TRENCHES IN WHICH PIPE HAS BEEN LAID SHALL BE DEVOID OF STONES LARGER THAN 3" FOR AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPES. UNSUITABLE EXCAVATED MATERIAL SUCH AS PEAT, MUCK, ROCK, ETC. SHALL BE REMOVED FROM THE SITE AND REPLACED WITH MATERIAL ACCEPTABLE TO THE ENGINEER. 2.THE EXISTING TOPSOIL SHALL BE CAREFULLY REMOVED AND CAST ASIDE IN SEPARATE PILES TO BE USED FOR TURF RESTORATION. TURF REMOVAL/ RESTORATION. SEE NOTE #2 METALLIC FOIL TRACER TAPE "CAUTION-SEWER" OR "CAUTION-WATER" 24" MIN. 12 " TRENCH EXCAVATION SEE NOTE #15' M I N . 12 " MI N . PI P E DI A . 6" MI N . BACKFILL WITH EXCAVATED TRENCH MATERIAL CLEAN COURSE SAND-TAMPED THHN #10 COPPER CONTINUOUS TRACER WIRE FORCE MAIN/WATER SERVICE PERMANENT EROSION CONTROL FABRIC, NYSDOT CLASS III, TYPE A 20' 1. 5 : 1 1.5: 1 6"6" TOP OF BERM TOP OF WEIR 3:13:1 TOP OF POND ELEV. SEE PLANS TOP OF WEIR ELEV. SEE PLANS EXISTING GRADE 3'BOTTOM OF POND PERMANENT EROSION CONTROL FABRIC NOTES 1. ROLL EROSION CONTROL FABRIC IN DIRECTION OF WATER FLOW. ALL FABRIC SHALL BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES IN APPROPRIATE LOCATIONS. (STAPLE PATTERN E) 2. PLACE CONSECUTIVE RECP'S END-OVER-END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE RECP. 3. ADJACENT RECP SHALL BE OVERLAPPED 2"-5" AND STAPLED. 12" 6" 6" 6" FINISHED GRADE FRAME AND GRATE MIRAFI 160N GEOTEXTILE SEPARATION FABRIC SIDES AND TOP ONLY 12 " M I N . 8" T O P 24" DIA. 4'-0" 4' - 6 " 12" MIN. PRECAST CONCRETE RISER RING SET IN NON SHRINK GROUT. CRUSHED STONE NYSDOT TABLE 703-4 SIZE 3 PRECAST CONCRETE DRYWELL FOOTING PRECAST CONCRETE DRY WELL SITE DETAILS L-6.3 MCB JTM DBH 6/9/2025 NTS Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Regeneron Pharmaceuticals, Inc. 1 Global View Troy, NY 12180 Sa v e D a t e : 6/ 6 / 2 0 2 5 3 : 3 4 P M Fi l e N a m e : G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 9 2 _ R e g e n e r o n _ S a r a t o g a \ 2 0 2 4 0 9 2 C A D \ L - 6 . 0 D E T A I L S . d w g Pl o t t e d B y : JE S S I C A M I N K Regeneron Guard House 56 Duplainville Rd. Saratoga Springs, NY 12866 Project Title: Prepared for: Drawing Title Drawing No. Rev:Description:Date: Project No.: Design: Drawn: Date:Scale: Ch'k'd: © the LA Group 2017 2024092 Scale: NTS FLARED END SECTION1 Scale: NTS WATER/FORCEMAIN TRENCH2 NOTES: (REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 2012 EDITION "TEN STATE STANDARDS") 1.WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN- TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN 18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING, MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES, OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING. 2.PARALLEL INSTALLATION 2.1.WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY OR STORM SEWER, SEPTIC TANK, OR SUBSOIL TREATMENT SYSTEM. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 2.2.IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, REVIEWING AUTHORITY MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. 3.CROSSINGS 3.1.WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER WITH PREFERENCE TO THE WATER MAIN LOCATED ABOVE THE SEWER. 3.2.AT CROSSINGS, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. FULL LENGTH OF PIPE CENTERED ON SEWER LINE 18 " M I N . FINISHED GRADE * SEE NOTE WATER LINE * SEE NOTE SANITARY SEWER (GRAVITY OR FORCEMAIN) OR STORM SEWER 5' - 0 " M I N . Scale: NTS UTILITY CROSSING DETAIL4 FI R S T J O I N T BASE SECTION PRECAST CONCRETE INVERTM.H. INVERT. FROM NEW PIPE TO EXISTING FORM NEW CEMENT INVERT OF HOLDING BOOT ALUMINUM ALLOY KORBAND TOP OF BASE SLAB M.H. AT PIPE SPRINGLINE 2" PROJECTION INTO BAND CLAMP STAINLESS STEEL ASSEMBLY IN CORED HOLE FLEXIBLE NEOPRENE BOOT SEAL MORTAR AFTER INSTALLATION INSIDE FACE OF MANHOLE 3'-0" MAX. 3" MI N . Scale: NTS CONNECTION TO EXISTING MANHOLE DETAIL3 Scale: NTS STABILIZED OVERFLOW WEIR5 Scale: NTS DRYWELL6