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HomeMy WebLinkAbout20260656 11 Federal St Site Plan PlansCOVER S-1 SURVEY- [ Thompson Fleming Land Surveyors ] L-1.0 SITE PREPARATION AND DEMOLITION PLAN L-2.0 SITE LAYOUT & MATERIALS PLAN L-3.0 SITE GRADING & DRAINAGE PLAN L-4.0 UTILITIES PLAN L-5.0 LIGHTING & LANDSCAPING PLAN L-6.0 SITE DETAILS L-6.1 SITE DETAILS L-6.2 SITE DETAILS L-7.0 ARCHITECTURAL FLOOR PLANS L-7.1 ARCHITECTURAL FLOOR PLANS & ELEVATIONS L-7.2 ARCHITECTURAL ELEVATIONS 11 FEDERAL STREET SITE PLAN SUBMISSION SHEET INDEX: CITY OF SARATOGA SPRINGS STANDARD NOTES 1.ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 2.THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM, 1929. 3.THE APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE WORK TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LETTER OF CREDIT FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLAN. 4.THE CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. 5.ALL PROPOSED EASEMENTS OR RIGHT-OF-WAY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION. 6.THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATE THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES. 7.THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD OR ALLEY. 8.CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT, IF BLASTING IS REQUIRED 9.ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC RIGHT-OF-WAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY. 10.NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS; ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED; AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. SCALE: N.T.S. PROJECT VICINITY MAP SITE / CIVIL:APPLICANT: Wilmorite Construction, LLC 1265 Scottsville Road Rochester, NY 14624 July 29, 2026 Planning Board #XXXXXX SITE STATISTICS PROJECT SITE WASHINGTON STREET FE D E R A L S T R E E T CON G R E S S S T R E E T E B E E K M A N S T R E E T TAX MAP PARCEL 165.67-1-57.1 PARCEL SIZE 1.63 ACRES ZONING DISTRICT UC (T-6) - URBAN CORE SETBACKS EXISTING PROPOSED MIN. BUILD-OUT % ABUTTING PUBLIC R.O.W.80%87% MIN. SETBACK FROM LOT LINE ABUTTING PUBLIC R.O.W.0'-12'>0' SIDE 0'>0' REAR 0'NA ARCHITECT: Newman Architects, PC 265 Church St, 15th Floor New Haven, CT 06510 ARCHITECTURAL RENDERINGARCHITECTURAL RENDERING PROJECT LOCATION MAP SCALE: N.T.S. PROJECT SITE WASHINGTON STREET FE D E R A L S T R E E T CON G R E S S S T R E E T FRA N K L I N S T R E E T BR O A D W A Y HA M I L T O N C o n g r e s s S t r e e t F e d e r a l S t r e e t Congress Street F e d e r a l S t r e e t REMOVE ASPHALT PAVEMENT (+/- 80 CARS) REMOVE BUILDING +/- 11,096 SF REMOVE VEGETATION, TYP. REMOVE FENCE LINE, TYP. REMOVE TREES, TYP. REMOVE CONCRETE WALK, TYP. REMOVE TRANSFORMER REMOVE STREET LIGHT REMOVE CURB REMOVE SIGNAGE REMOVE MANHOLE REMOVE STORM STRUCTURE REMOVE METAL LID AND CONCRETE PAD REMOVE TREE REMOVE TREE REMOVE TRANSFORMER REMOVE CURB REMOVE CATCH BASIN REMOVE STREET TREES REMOVE TREE STOCKPILE AND REUSE EXISTING SIGNAGE IN COORDINATION WITH THE DEPARTMENT OF PUBLIC SAFETY, TYP. REMOVE AND SALVAGE SIGNAGE REMOVE AND SALVAGE SIGNAGE REMOVE LIGHT POLES EXISTING HYDRANT TO REMAIN AND BE PROTECTED EXISTING HYDRANT TO REMAIN AND BE PROTECTED REMOVE STREET LIGHT REMOVE STREET LIGHT TEMPORARY SOIL STOCKPILE 4 L-6.0 CONCRETE WASHOUT2 L-6.0 REMOVE PARKING LOT PERIMETER CURB, TYP. STABILIZED CONSTRUCTION ACCESS 1 L-6.0 REMOVE CONCRETE WALK, TYP. REMOVE LIGHT POLE REMOVE VEGETATION REMOVE LIGHT POLES REMOVE LIGHT POLES REMOVE CURBREMOVE STORM LINE CONTRACTOR TO LOCATE BUILDING SEWER LATERAL AND CAP AT PROPERTY LINE CONTRACTOR TO LOCATE BUILDING WATER LATERAL AND TURN OFF AT CORPORATION VALVE REMOVE ASPHALT, TYP. EXISTING CATCH BASINS TO BE REMOVED EXISTING STORM LINE TO BE REMOVED Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Wilmorite Construction, LLC 1265 Scottsville Road Rochester, NY 14624 11 Federal Street 11 Federal Street 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 2024016 SITE PREPARATION & DEMOLITION PLAN L-1.0 MCB JTM MCB 07/29/2026 1"=20' LEGEND REMOVE CONCRETE PAVING REMOVE ASPHALT PAVING REMOVE ITEM PROPERTY LINE CONSTRUCTION LIMIT LINE REMOVE STRUCTURE 10 5 10 15 20200 Scale: 1" = 20' 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: REMOVE VEGETATION SILT FENCE Planning Board #XXXXXX Congress Street F e d e r a l S t r e e t IN OUT IN OUTUP CONCRETE PAVEMENT, TYP.5 L-6.0 ASPHALT PAVEMENT, TYP.6 L-6.0 CONCRETE CURB, TYP.8 L-6.0 MATCH EXISTING SIDEWALK FLUSH CONTROL JOINT, TYP.7 L-6.0 HISTORIC STREET LIGHT, TYP. DROP CURB AT COMMERCIAL DRIVEWAY4 L-6.1 MATCH EXISTING SIDEWALK FLUSH MODULAR URBAN PLANTERS, TYP.3 L-6.1 5.00' 3.50' 3 . 0 0 ' 3 0 . 2 5 ' 1 2 . 0 0 ' 10.00' 10.49' FLUSH CURB, TYP.9 L-6.0 DROP CURB AT COMMERCIAL DRIVEWAY4 L-6.1 FLUSH CURB, TYP.9 L-6.0 TRANSITION CURB, TYP.10 L-6.0 FLUSH CURB, TYP.9 L-6.0 TRANSITION CURB, TYP.11 L-6.0 R10' R5' R5' R48.5' R5' R5' R41.5' R20.5' R5' R33' R5' R5' R5' R5' R5' R5' 23.50' EXPANSION JOINT 7 L-6.0 .81' 5.87' CONCRETE CURB, TYP.8 L-6.0 FLUSH CURB, TYP.9 L-6.0 TRANSITION CURB, TYP.11 L-6.0 2 2 . 0 0 ' 2 2 . 0 0 ' 2 4 . 6 0 ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 464748495051 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 DECORATIVE BOLLARD, TYP.7 L-6.0 TERRACE AREA BIKE RACK 9 L-6.1 DETECTABLE WARNING STRIP, TYP.6 L-6.2 LOADING AREA O U T I N Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Wilmorite Construction, LLC 1265 Scottsville Road Rochester, NY 14624 11 Federal Street 11 Federal Street 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 2024016 SITE LAYOUT & MATERIALS PLAN L-2.0 MCB JTM MCB 07/29/2026 1"=20' CONCRETE PAVING ASPHALT PAVING PROPERTY LINE CONSTRUCTION LIMIT 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 PROPOSED WALKS, PAVEMENTS, LIGHTS AND SITE IMPROVEMENTS SHALL BE STAKED IN THE FIELD FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. LAYOUT NOTES: 12 . 0 0 ' 14 . 8 4 ' 6. 0 0 ' 20.00' FLUSH CURB TRANSITION CURB CONCRETE CURB LEGEND 10 5 10 15 20200 Scale: 1" = 20' Planning Board #XXXXXX A 1.01 FIRST FLOOR PARKING COUNT: 81 SPACES A 1.02 SECOND FLOOR PARKING COUNT: 89 SPACES PROPOSED FIRST FLOOR & MEZZANINE FLOOR TOTAL: ± 170 CARS EXISTING: ± 80 CARS A 1.01 SECOND FLOOR OVERALL PLAN PROPOSED STREET LIGHT Congress Street F e d e r a l S t r e e t 300.25 300.25 296.78 299.8 300.25 298.0 303303.4 305.0 304 305 30 3 302 301 300 299 29 8 29 8 30 0 29 7 29 729 829 9 300 300 30 1302 303 2 9 9 304.2 TC:298.5 BC:298.0 TC:298.5 BC:298.0 TC:299.25 BC:298.75 TC:298.5 BC:298.0 TC:297.7 BC:297.2 300.10 299.9 TC:303.50 BC:303.00 TC:303.90 BC:303.40 TC:304.0 BC:303.5 TC:302.9 BC:302.4 TC:300.50 BC:300.00 TC:303.70 BC:303.20 TC:300.90 BC:300.40 TC:300.90 BC:300.40 TC:297.20 BC:296.70 TC:296.30 BC:295.80 48" UNDERGROUND STORAGE PIPES INV: 289.67 OCS-1 RIM: 298.00 INV IN: 289.72 INV OUT: 289.67 HDS-1 RIM:297.80 INV IN: 289.67 INV OUT: 289.67 15" HDPE CONNECT TO EXISTING STORM MANHOLE INV: 289.10 12" HDPE CONNECT TO ROOF DRAINS 308.25 314.50 308.25 CB-1 RIM: 296.10 INV IN: 289.52 INV OUT: 289.47 CB-1 RIM:297.80 INV IN: 289.23 INV OUT: 289.18 FFE: 300.25 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Wilmorite Construction, LLC 1265 Scottsville Road Rochester, NY 14624 11 Federal Street 11 Federal Street 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 2024016 SITE GRADING & DRAINAGE PLAN L-3.0 MCB JTM MCB 07/29/2026 1"=20' LEGEND PROPERTY LINE CONSTRUCTION LIMIT LINE PROPOSED CONTOUR850 EXISTING CONTOUR850 1.EXISTING BASE INFORMATION DERIVED FROM FIELD SURVEY DATED 06/10/24 PERFORMED BY THOMPSON FLEMING LAND SURVEYORS, P.C. 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.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. 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.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF. WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY OWNER'S REPRESENTATIVE. 19.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: 10 5 10 15 20200 Scale: 1" = 20' Planning Board #XXXXXX Congress Street F e d e r a l S t r e e t EXISTING HYDRANT EXISTING HYDRANT 4"X10" TAPPING SLEEVE AND VALVE 4" DIP WATER SERVICE 4"X10" TAPPING SLEEVE AND VALVE 4" DIP WATER SERVICE CONNECT TO EXISTING +/- 10" SANITARY LINE INV. (8"): 295.35 INV. BLDG: 295.9 8" SDR-26 SEWER SERVICE Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Wilmorite Construction, LLC 1265 Scottsville Road Rochester, NY 14624 11 Federal Street 11 Federal Street 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 2024016 UTILITIES PLAN L-4.0 MCB JTM MCB 07/29/2026 1"=20' LEGEND PROPERTY LINE WATER SYSTEM NOTES 1.WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM DEPTH OF COVER BELOW FINISHED GRADE OF 5'-0". 2.ALL CAST IRON AND DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, PAINT SEAL COATED, 350 P.S.I. PRESSURE RATING. 3.CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH THE CITY OF SARATOGA SPRINGS AND A.W.W.A. STANDARDS AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER. BACTERIA EXAMINATION AFTER DISINFECTION AT A N.Y.S.D.O.H APPROVED LABORATORY WILL TAKE PLACE PRIOR TO TURNING WATER MAIN OVER TO THE CITY TO VERIFY SANITARY QUALITY. WATER SERVICE LINES ARE EXCLUDED FROM THIS REQUIREMENT. 4.THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET (EDGE TO EDGE) BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. 5.THRUST BLOCKING SHALL COMPLY WITH DETAILS ON THESE DRAWINGS AND CITY STANDARDS. 6.DURING ALL EXCAVATION IN WHICH THE EXISTING WATER MAIN IS OR CAN EASILY BE EXPOSED, THE CONTRACTOR SHALL LOCATE THE WATER LINE, BOTH HORIZONTALLY AND VERTICALLY. THIS INFORMATION SHALL BE PROVIDED TO THE CITY OF SARATOGA SPRINGS AND INCORPORATED IN THE AS-BUILT DRAWINGS. 7.THE CONTRACTOR SHALL PROVIDE TWO (2) BRONZE WEDGES AT EACH BELL JOINT OF PUSH-ON PIPE. 8.THE CONTRACTOR SHALL PROVIDE ID TAPE ABOVE WATER LINES AS SHOWN ON THE TRENCHING DETAIL. 9.VALVE BOXES 9.a.CAST IRON TWO PIECE VALVE BOX AS MANUFACTURED BY CLOW (MODEL F2494), OR APPROVED EQUAL. 9.b.COVER SHALL BE STAY-PUT TYPE (CLOW MODEL F2490), OR APPROVED EQUAL, AND BE CLEARLY MARKED "WATER". 10.VALVES 10.a.ALL VALVES UNDER 12 INCHES IN DIAMETER SHALL BE MECHANICAL JOINT RESILIENT WEDGE (R/W). 10.b.R/W VALVES, 3-INCHES AND LARGER, SHALL BE IRON BODY, NON-RISING STEM CONFORMING TO A.W.W.A. C509. GLAND BOLTS SHALL BE ZINC COATED STEEL. 10.c.ALL VALVES SHALL HAVE A MAXIMUM WORKING PRESSURE RATING OF 200 P.S.I.G. 10.d.ALL VALVES SHALL HAVE MECHANICAL JOINT ENDS CONFORMING TO ANSI AS1.10/AS1.11. 10.e.VALVES SHALL OPEN RIGHT (CLOCKWISE) WITH A STANDARD 2-INCH SQUARE OPERATING NUT WITH ARROW CAST INTO IT INDICATING THE DIRECTION OF OPENING. 10.f.EACH VALVE SHALL BE FURNISHED COMPLETE WITH NECESSARY NUTS, BOLTS, STUDS, AND GASKETS. 10.g.MUELLER A-2360 MJ RESILIENT, OR APPROVED EQUAL. 11.ALL WATER MAIN AND FIRE HYDRANT VALVES SHALL OPEN RIGHT (CLOCKWISE). 12.WATER VALVE BOXES, EXISTING STRUCTURE RIMS, NEW STRUCTURE RIMS, ETC., SHALL BE ADJUSTED TO CONFORM TO NEW FINISHED PAVEMENT GRADES UNLESS OTHERWISE NOTED AND/OR DIRECTED BY THE OWNER'S REPRESENTATIVE. 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 EXISTING SANITARY EXISTING WATER LINE PROPOSED SANITARY LINE EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING STORM SEWER LINE PROPOSED WATER LINE 10 5 10 15 20200 Scale: 1" = 20' Planning Board #XXXXXX Congress Street F e d e r a l S t r e e t 3 L-6.1 1 L-6.1 1 AR 1 CK 1 GB 1 AR 5 L-6.1 1 GB 1 CK 1 AR LX3 MH: 8 LX3 MH: 1 5 LX3 MH: 1 5 LX3 MH: 1 5 LX3 MH: 1 5 LX3 MH: 1 2 LX3 MH: 1 2 LX3 MH: 1 2 LX3 MH: 1 2 LX3 MH: 1 2 LX3 MH: 1 2 LX3 MH: 1 2 LX3 MH: 1 2 LX3 MH: 1 2 LX3 MH: 8 LX3 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX2 MH: 8 LX1 MH: 1 1 LX1 MH: 1 1 LX1 MH: 1 1LX1 MH: 1 1 LX1 MH: 1 1 LX1 MH: 1 1 LX1 MH: 1 1 LX1 MH: 1 1 LX1 MH: 1 1 LX1 MH: 1 1 LX1 MH: 1 1 0.3 0.4 0.7 0.9 1.2 1.4 1.5 1.5 1.3 1.0 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1.1 1.2 1.3 1.2 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.3 0.4 0.5 0.7 0.9 1.1 1.3 1.3 1.3 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.1 0.3 0.5 0.9 1.2 1.7 2.0 2.1 2.0 1.8 1.4 1.0 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.9 1.2 1.5 1.7 1.8 1.8 1.5 1.2 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.7 0.9 1.3 1.6 1.8 1.9 1.9 1.6 1.2 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.6 0.9 1.2 1.4 1.6 1.7 1.6 1.3 1.0 0.7 0.5 0.4 0.7 1.0 1.6 2.0 2.3 2.1 2.2 2.1 1.7 1.2 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.5 0.7 1.1 1.5 2.0 2.3 2.3 2.3 2.0 1.5 1.1 0.8 0.6 0.5 0.5 0.5 0.6 0.9 1.3 1.7 2.1 2.4 2.5 2.4 2.1 1.6 1.2 0.9 0.7 0.5 0.5 0.5 0.6 0.9 1.2 1.5 1.9 2.1 2.1 2.1 1.7 1.3 0.9 0.6 0.4 0.3 0.4 0.7 1.2 1.7 2.2 2.1 2.0 2.2 2.2 1.9 1.4 0.9 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.3 0.3 0.4 0.6 0.9 1.3 1.9 2.4 2.3 2.4 2.5 2.5 2.0 1.4 1.0 0.9 0.8 0.7 0.6 0.8 1.2 1.7 2.2 2.6 2.6 2.7 2.7 2.5 2.0 1.5 1.2 1.0 0.7 0.6 0.6 0.8 1.2 1.6 2.0 2.3 2.3 2.1 2.2 2.0 1.6 1.1 0.7 0.5 0.3 0.2 0.1 0.5 0.8 1.2 1.7 2.2 2.1 2.0 2.2 2.2 1.9 1.4 1.0 0.7 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.7 1.0 1.4 2.1 2.5 2.5 2.4 3.4 3.4 2.3 1.5 1.2 1.3 1.9 1.1 0.8 0.9 1.8 2.8 2.7 2.8 2.9 2.2 3.7 3.0 2.3 1.7 1.7 2.2 1.2 0.7 0.7 1.1 2.2 2.5 2.3 2.4 2.2 1.8 2.1 2.2 1.7 1.2 0.8 0.5 0.3 0.2 0.2 0.1 0.4 0.7 1.1 1.5 2.0 2.3 2.2 2.2 2.1 1.8 1.5 1.2 0.8 0.5 0.4 0.4 0.5 0.5 0.4 0.4 0.5 0.7 0.9 1.1 1.5 2.1 2.7 2.8 3.3 7.1 6.5 2.5 1.6 1.2 2.4 7.5 2.0 0.8 1.0 3.1 8.3 3.4 3.0 3.4 6.7 8.0 3.4 2.3 1.8 2.7 8.6 2.2 0.7 0.7 1.3 6.4 5.4 2.5 2.5 2.2 2.2 2.1 2.1 1.7 1.2 0.8 0.5 0.3 0.2 0.2 0.1 0.4 0.6 0.9 1.3 1.7 2.1 2.1 2.1 1.9 1.7 1.9 2.1 1.1 0.6 0.5 0.7 1.5 1.2 0.5 0.4 0.8 1.8 1.5 1.1 1.4 2.0 3.2 3.9 3.5 12.4 9.5 2.4 1.5 1.1 2.9 18.2 2.1 0.7 0.9 3.9 18.1 3.3 2.9 3.7 9.7 13.0 7.8 2.9 2.5 2.4 2.2 2.2 2.0 1.5 1.1 0.7 0.5 0.3 0.2 0.2 0.1 0.3 0.4 0.7 1.0 1.4 1.6 1.8 1.7 1.6 1.5 3.4 7.1 1.5 0.6 0.5 1.1 6.3 3.2 0.6 0.5 1.3 6.9 3.4 1.1 1.3 1.9 5.5 8.5 3.4 18.5 6.0 2.2 2.1 1.9 1.7 1.3 0.9 0.6 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.5 0.7 1.2 1.4 1.5 1.5 1.4 1.3 4.3 15.3 1.4 17.3 5.0 1.8 1.6 1.5 1.3 1.0 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.4 0.1 19.6 11.8 1.5 1.3 1.2 1.0 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.2 0.3 0.5 0.3 11.1 5.9 1.3 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.2 0.5 1.3 2.6 17.7 16.5 1.4 1.1 1.0 1.0 0.9 0.7 0.6 0.4 0.3 0.2 0.2 0.3 0.7 2.9 12.4 7.0 10.7 1.6 1.2 1.2 1.2 1.1 0.9 0.7 0.5 0.4 0.3 0.2 0.2 0.3 0.9 1.5 13.0 18.6 2.2 1.6 1.6 1.6 1.4 1.2 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.2 0.2 2.6 1.9 2.0 2.2 2.2 2.0 1.6 1.2 0.8 0.6 0.4 0.3 0.0 0.1 0.1 0.1 1.8 2.2 2.4 2.4 2.4 2.3 1.9 1.4 1.0 0.7 0.4 0.3 0.0 0.0 0.0 0.0 2.4 2.4 2.6 2.4 2.3 2.2 2.1 1.6 1.1 0.7 0.5 0.3 0.0 0.0 0.0 0.0 5.0 13.1 3.0 2.6 2.6 2.4 2.2 2.2 2.2 1.7 1.1 0.7 0.5 0.0 0.0 0.0 0.0 16.6 3.3 1.0 1.1 2.4 4.8 2.8 2.5 2.6 2.5 2.3 2.3 2.1 1.5 1.1 0.7 0.5 2.1 2.9 1.7 5.3 2.9 1.2 1.1 1.6 2.1 2.1 2.3 2.6 2.6 2.4 2.2 1.8 1.3 0.9 0.6 0.4 1.1 1.2 1.7 1.5 1.2 1.2 1.4 1.7 2.0 2.2 2.3 2.3 2.1 1.8 1.5 1.1 0.8 0.6 2.4 1.9 1.4 1.3 1.3 1.2 1.4 1.6 1.9 2.1 2.3 2.3 2.1 1.9 1.6 1.2 0.9 0.7 0.5 24.2 20.0 7.5 2.6 1.6 1.5 1.6 1.9 2.3 2.5 2.6 2.5 2.1 1.7 1.4 1.0 0.8 0.6 2.5 5.5 3.4 27.9 9.3 21.6 2.8 1.9 2.3 2.6 2.7 2.7 2.6 2.2 1.7 1.3 1.0 0.7 0.5 11.4 29.1 8.0 8.8 3.1 22.7 3.1 2.1 2.5 2.6 2.5 2.5 2.5 2.3 1.8 1.3 0.9 0.6 0.4 10.1 3.4 16.2 17.6 22.8 9.4 2.0 2.2 2.6 2.6 2.4 2.3 2.4 2.3 1.7 1.2 0.8 0.6 3.2 29.9 6.1 20.6 2.9 12.7 4.7 1.9 2.1 2.5 2.7 2.5 2.4 2.4 2.1 1.6 1.1 0.8 0.5 2.7 4.8 19.8 16.5 23.2 2.0 1.8 2.0 2.4 2.6 2.6 2.5 2.2 1.8 1.3 1.0 0.7 0.7 3.2 4.7 2.1 1.8 3.8 5.6 1.9 1.9 2.1 2.3 2.4 2.4 2.2 1.9 1.5 1.1 0.8 0.6 10.0 7.7 1.7 1.4 1.6 2.0 2.5 2.4 2.3 2.3 2.3 2.1 1.8 1.6 1.2 0.9 0.7 0.5 0.8 1.6 3.4 6.0 3.3 2.7 2.6 2.4 2.1 1.7 1.4 1.0 0.8 0.6 9.0 11.7 3.7 2.9 2.7 2.6 2.1 1.7 1.3 0.9 0.7 0.5 3.1 3.2 2.8 2.6 2.6 2.2 1.7 1.2 0.9 0.6 3.3 3.0 2.3 2.6 2.5 2.2 1.7 1.2 0.8 0.6 3.2 3.0 2.8 2.6 2.5 2.1 1.6 1.1 0.8 0.5 2.8 3.1 3.2 3.0 2.8 2.4 1.9 1.4 1.0 0.7 2.8 3.0 3.0 2.9 2.6 2.1 1.6 1.2 0.9 0.6 3.1 3.1 3.2 3.0 2.7 2.3 1.8 1.4 1.0 0.7 4.0 3.5 3.3 3.1 2.7 2.2 1.7 1.2 0.9 0.6 5.3 3.4 3.0 3.0 2.7 2.1 1.6 1.1 0.8 4.8 4.1 3.2 2.9 2.8 2.7 2.0 1.5 1.0 0.7 3.8 3.8 3.4 3.1 2.9 2.5 1.9 1.4 1.0 0.7 3.8 3.9 3.9 3.7 3.4 3.0 2.4 1.7 1.2 0.9 17.0 4.1 4.1 3.8 3.3 2.7 2.1 1.5 1.1 0.8 17.7 4.0 3.9 3.6 3.1 2.5 1.9 1.4 1.0 32.8 5.7 3.6 3.4 3.4 2.9 2.3 1.7 1.2 0.8 4.2 3.7 3.2 3.3 3.2 2.7 2.1 1.5 1.0 0.7 3.6 4.0 3.9 3.5 3.3 3.0 2.4 1.8 1.3 0.9 4.5 4.2 4.2 3.8 3.4 2.9 2.2 1.6 1.1 0.8 5.9 4.2 4.1 3.7 3.2 2.5 1.9 1.4 1.0 4.5 4.2 3.6 3.5 3.4 2.9 2.2 1.7 1.2 0.8 3.3 3.1 2.6 3.0 3.0 2.6 2.0 1.4 1.0 0.7 2.9 2.7 2.8 2.7 2.6 2.3 1.7 1.2 0.9 2.2 2.5 2.6 2.6 2.5 2.3 1.9 1.4 1.0 0.7 1.6 2.0 2.2 2.2 2.1 1.8 1.5 1.1 0.8 1.1 1.3 1.5 1.6 1.6 1.5 1.3 1.1 0.8 0.6 0.9 1.0 1.1 1.2 1.2 1.1 1.0 0.8 0.6 0.5 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.5 1.1 1.1 1.1 1.0 1.0 0.8 0.7 0.6 0.5 0.5 0.4 1.6 1.5 1.5 1.3 1.1 0.9 0.7 0.6 0.5 0.4 2.7 2.4 2.2 2.0 1.7 1.4 1.1 0.8 0.6 0.4 0.3 11.1 5.6 3.2 2.6 2.2 1.7 1.2 0.9 0.6 0.4 0.3 10.4 9.0 3.7 2.6 2.4 1.9 1.4 1.0 0.7 0.4 3.6 3.6 2.7 2.5 2.4 2.0 1.5 1.0 0.7 0.4 3.0 2.7 2.5 2.3 2.2 1.9 1.4 0.9 0.6 5.4 3.2 2.7 2.5 2.3 2.1 1.7 1.2 0.8 0.6 12.5 4.3 2.4 2.1 1.9 1.7 1.3 1.0 0.7 0.5 1.1 2.2 2.2 1.7 1.5 1.4 1.2 1.0 0.7 0.5 1.0 1.0 1.0 0.9 0.8 0.7 0.5 0.4 0.6 0.5 0.4 0.4 0.3 0.2 1 CK MODULAR URBAN PLANTERS, TYP. DECIDUOUS TREE, TYP. SOD SOD SOD SOD SOD HISTORIC STREET LIGHT, TYP. A1.03 SECOND FLOOR OVERALL PLAN / AMENITY DECK PERENNIAL PLANT BED, TYP. TO BE DETERMINED BY OWNER DECIDUOUS SHRUBS, TYP. DECIDUOUS SCREENING TREES, TYP. GROUNDCOVER, TYP. 1700 PA Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Wilmorite Construction, LLC 1265 Scottsville Road Rochester, NY 14624 G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 1 6 _ C o n g r e s s _ F e d e r a l _ S t r e e t _ L a n d _ P l a n n i n g \ 2 0 2 4 0 1 6 C A D \ L . 5 . 0 L a n d s c a p e & L i g h t i n g P l a n . d w g 11 Federal Street 11 Federal Street 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 2024016 LIGHTING AND LANDSCAPE PLAN L-5.0 MCB JTM MCB 07/29/2026 1"=20' LEGEND PROPOSED STREET TREE PROPERTY LINE 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. 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% PLANTING NOTES: PROPOSED STREET LIGHT 10 5 10 15 20200 Scale: 1" = 20' Planning Board #XXXXXX PLANT LIST SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING DECIDUOUS TREES GB 2 Ginkgo Biloba 'Princeton Sentry'Princeton Sentry Ginkgo 2"-2.5"B&B male only CK 3 Cladastris kentuckea Yellowwood 2.5"-3"B&B AR 3 Acer Rubrum Red Maple 2.5" - 3"B&B 8 FINAL PLANT MATERIAL TO BE DETERMINED 2.5"-3"B&B DECIDUOUS SHRUBS 52 FINAL PLANT MATERIAL TO BE DETERMINED 24"-36"CONT. OR B&B GROUNDCOVERS PA 1,700 Pachysandra Terminalis Japanese Pachysandra Plugs .1 FOOTLIGHT LIMIT GROUND COVER PROPOSED DECIDUOUS TREE PROPOSED DECIDUOUS SHRUB PERENNIAL 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 . 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 SIGN CONCRETE WASHOUT 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 CONSTRUCTION JOINT DETAILS TO BE SUBMITTED AND APPROVED BY CITY ENGINEER SIDEWALK WIDTH TO BE 5' MIN. OR AS ORDERED BY CITY ENGINEER THESE GENERAL CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE CITY OF SARATOGA SPRINGS INSTALLED WITHIN A CITY RIGHT-OF-WAY AND/OR WITHIN THE APPROVAL AUTHORITY MINIMUM SPECIFICATIONS. ALL CONCRETE THAT MAY COME IN CONTACT WITH DEICING CHEMICALS SHALL MEET OR EXCEED THESE CONCRETE SHALL BE ONLY PORTLAND CEMENT CONCRETE AIR-ENTRAINED OF DURABLE MATERIALS AND SHALL HAVE (1) A LOW WATER-CEMENT RATIO (MAXIMUM 0.46), (2) A SLUMP OF 4 INCHES OR LESS,* (3) A CEMENT CONTENT OF 606 LB PER CUBIC YARD OR MORE, (4) PROPER FINISHING AFTER BLEED WATER HAS EVAPORATED FROM THE SURFACE, (5) ADEQUATE DRAINAGE WITH A SLOPE OF 1/8 INCH PER LINEAR FOOT OR MORE, (6) A MINIMUM OF 7 DAYS MOIST CURING AT OR ABOVE 50 DEGREES F, (7) A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND (8) A MINIMUM 30-DAY DRYING PERIOD AFTER MOIST CURING IF CONCRETE IS PLACED IN THE FALL AND WILL BE EXPOSED TO FREEZE-THAW CYCLES AND DEICERS WHEN SATURATED. THE EXACT LENGTH OF TIME FOR SUFFICIENT DRYING TO TAKE PLACE MAY VARY WITH CLIMATE AND WEATHER CONDITIONS. TECHNICAL SPECIFICATIONS FOR CONCRETE AS HEREIN DEFINED SHALL COMPLY WITH THE APPLICABLE SPECIFICATIONS OF THE "NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS", 1985. ANY CLARIFICATION, REVISIONS, MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO APPROVAL OF THE CITY OF SARATOGA SPRINGS PLANNING BOARD. *A SUPER PLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT INCREASING THE WATER-CEMENT RATIO. CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS OF THE PLANNING BOARD BROOM FINISH PERPENDICULAR TO WALK 4" CONCRETE 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR BROOM FINISH PERPENDICULAR TO WALK 6" CONCRETE - SEE CONCRETE SPECIFICATIONS 6" X 6" NO 6 6 WOVEN WIRE MESH EXCEPT A.O.B.E. 8" GRANULAR SUBBASE COURSE NYS DOT SECT. 304, TYPE 2 COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR TYPE 1 SIDEWALK TYPE 2 PARKING AREA NOTES: 1.PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2.TACK COAT BINDER BEFORE PLACING TOP COARSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING BINDER COURSE. 3.FOR WORK WITHIN CITY ROW THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL TESTING SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID BY THE CONTRACTOR. 4.NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. 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 PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22 TACK COAT - NYSDOT ITEM 407-0102 DILUTED TOP COURSE - NYSDOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION PAVEMENT TYPE TOP COURSE BINDER COURSE GRAVEL COURSE STREET 1-1/2"3"12" GEOTEXTILE FABRIC, MIIRAFI 500X 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 COMPACTED GRAVEL BASE NYSDOT SECT. 304, TYPE 2 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. EXPANSION JOINT CONTROL JOINT EXPANSION JOINTS TO OCCUR 30' O.C. MAX, WHERE CONCRETE MEETS VERTICAL SURFACES OR IMMOVABLE OBJECTS SUCH AS CURBS, WALLS, FOOTINGS ETC, AND IN LOCATIONS SHOWN ON PLANS. 1/4" 3/8" JOINT JOINT SEALANT TO 1/2" DEPTH TOOLED JOINT WITH 1/4" RADIUS EDGE BACKER ROD PREMOULDED JOINT FILLER. CUT BACK AS NECESSARY AFTER PLACEMENT 1/4 THE DEPTH OF THE CONCRETE SLAB TOOLED CONTROL JOINT. PLACE 5'-0" O.C. UNLESS OTHERWISE SHOWN ON PLANS. 3" 3" FULL CURB AT LAWN 6" 6" 18 " 6" PAVEMENT 1 4" RADIUSFINISH GRADE CAST-IN-PLACE CONCRETE CURB, SEE CONCRETE SPECIFICATION GRAVEL COMPACTED TO 95% STANDARD PROCTOR SUBGRADE COMPACTED TO 90% STANDARD PROCTOR 7" 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' 12" 4' 3000 PSI CONCRETE FOUNDATION INTERNAL 6" STEEL PIPE, FILLED WITH CONCRETE BOLLARD, SAFETY YELLOW COLOR PAINT FINISH 5' 6" ROUNDED DOME CONCRETE TOP SITE DETAILS L-6.0 DBH JTM DBH 07/29/2026 NTS Scale: NTS STABILIZED CONSTRUCTION ENTRANCE1 Scale: NTS TEMPORARY SOIL STOCKPILE4 Scale: NTS CONCRETE WASHOUT2 Scale: NTS CONCRETE PAVEMENT5 Scale: NTS ASPHALT PAVEMENT6 Scale: NTS FLUSH CONCRETE CURB9 Scale: NTS SILT FENCE 3 Planning Board #XXXXXXX Scale: NTS CONCRETE JOINTS7 Scale: NTS TRANSITION CURB10 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 6" CONCRETE CURB8 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Wilmorite Construction, LLC 1265 Scottsville Road Rochester, NY 14624 G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 1 6 _ C o n g r e s s _ F e d e r a l _ S t r e e t _ L a n d _ P l a n n i n g \ 2 0 2 4 0 1 6 C A D \ L - 6 . 0 D e t a i l s . d w g 11 Federal Street 11 Federal Street 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 2024016 Scale: NTS PAVEMENT KEY11 Scale: NTS BOLLARD12 13 ' - 3 3 / 1 6 " 10 ' - 0 " 3" 24 " M I N . 4' - 0 " 20" CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE BROADWAY: 6ARC22T5-MDL03 LED: 96 WATT OFF BROADWAY - INNER DISTRICT: 3ARC22T5-MDL03 LED: 53 WATT 2200 COLOR TEMPERATURE, TYPE 5 DISTRIBUTION, 120-277 VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS 5T TWIST LOCK FITTER DRIVER COMPARTMENT 4" DIA. TAPERED POLE, .125 WALL THICKNESS, 6061-T6 STRUCTURAL GRADE ALUMINUM ACCESS DOOR 17" DIA. BASE WITH 0.750" FLOOR THICKNESS, FOUR ANCHOR BOLTS AND ONE GROUND STUD. 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.INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER) 2.THE OWNER / DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF SARATOGA SPRINGS TAKES OVER THE LIGHT ONCE CONNECTED. 3.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 VERDE GREEN FINISH 3 4" CHAMFER +/ - 3 4 " +/- 19-3/8" 4' 10 " 6"6"6"6" POWDER COATED BLACK STEEL BIKE RACK, MODEL 4180-IG-P BY BELSON OUTDOORS OR APPROVED EQUAL EXPANSION JOINT CONCRETE WALK 3 8" ANCHOR ROD CONCRETE FOOTING COMPACTED SUBGRADE NOTES: 1.VERIFY DIMENSIONS OF BICYCLE RACK & STAKE LOCATION PRIOR TO START OF FOOTING CONSTRUCTION & INSTALLATION 2.INSTALL EMBEDDED ANCHORING PER MANUFACTURERS SPECIFICATIONS PLANTINGAREA DRAIN / INSPECTION CHAMBER 0.1' MAXIMUM PONDING ROOF DRAIN FILTER SHEET SF WATERPROOF MEMBRANE INSULATION DRAINAGE LAYER, FLORADRAIN FD 25-E OR APPROVED EQUAL 3.5" ENGINEERED SOIL, ZINCOBLEND E OR APPROVED EQUAL BY OTHERS BY OTHERS ROOT BARRIER WSF 40 PROTECTION MATT SSM 45 ROOF STRUCTURE 15" W 32.75" W 36" W 36" W 32 " H 20" W TOP VIEW 27" W 44.5" W 48" W 31" W 48" W 36 " H TOP VIEW ISOMETRIC VIEW ISOMETRIC VIEW FULL LENGTH OF PIPE CENTERED ON SEWER LINE 18 " M I N . 5' - 0 " M I N . * SEE NOTE WATER LINE SANITARY SEWER OR STORM SEWER FINISHED GRADE NOTE: (REFERENCE - "TEN STATE STANDARDS") WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAINTAINED, 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 WATERTIGHT PRIOR TO BACKFILLING. SITE DETAILS L-6.1 DBH JTM DBH 07/29/2026 NTS Scale: NTS DECIDUOUS TREE1 Planning Board #XXXXXXX Scale: NTS CITY OF SARATOGA SPRINGS HISTORIC STREET LIGHT5 Scale: NTS BIKE RACK9 Scale: NTS GREEN ROOF2 Scale: NTS CITY OF SARATOGA SPRINGS- DROP CURB AT COMMERCIAL DRIVEWAY4 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Wilmorite Construction, LLC 1265 Scottsville Road Rochester, NY 14624 G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 1 6 _ C o n g r e s s _ F e d e r a l _ S t r e e t _ L a n d _ P l a n n i n g \ 2 0 2 4 0 1 6 C A D \ L - 6 . 0 D e t a i l s . d w g 11 Federal Street 11 Federal Street 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 2024016 Scale: NTS URBAN PLANTERS3 PLANT LIST SHRUBS TO BE USED IN URBAN PLANTERS SM Syringa Meyeri 'Palibia'Dwarf Korea Lilac #7 Cont. IG Ilex Glabra Inkberry Holly #5 Cont. BS Buxus Sempervirens 'varigate'Varigated Boxwood 24"-30"Cont. BC Buxus X 'Cranberry Creek"Cranberry Creek Boxwood #7 Cont. NOTE: 1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 5' M I N . C O V E R 1 PIPE LENGTH (18'-0" MIN.) PROPOSED TAPPING SLEEVE EXISTING WATER MAIN 3,000 PSI MIN. CAST-IN-PLACE CONCRETE THRUST BLOCK UNEXCAVATED/ UNDISTURBED EARTH MECHANICAL JOINT TAPPING VALVE & M.J. RETAINER GLANDS 12" X 12" SOLID PRECAST CONCRETE BLOCKS (6" MIN. THICK) CRUSHED STONE PIPE BEDDING, AS SPECIFIED DIP WATER SERVICE MECHANICAL JOINT RETAINER GLAND FOR DIP PIPE, AS REQ'D. (2) 3/4" Ø THREADED TIE RODS, WASHERS & NUTS AS SPECIFIED; APPLY (2) COATS OF COAL TAR EPOXY PAINT FOLLOWING ASSEMBLY (20 MILS MIN. DFT TOTAL), TYP. PROPOSED FINISHED GRADE OR EXISTING GROUND LINE TELESCOPIC PATTERN VALVE BOX PER CITY OF SARATOGA SPRINGS STANDARD Scale: NTS WATER MAIN CONNECTION6 1' - 0 " MIN. MI N . PIPE O.D. 6" MIN. O.D./2 COMPACTION COMPACTION MECHANICAL COMPACTION MECHANICAL MECHANICAL PLACEMENT METHOD OF FINAL TRENCH BACKFILL PIPE ZONE BACKFILL 1 & 2 1 & 2 203.07 CRUSHED COVER VARIES 12' MIN. PIPE O.D./2 6" MIN. +PIPE ZONE BEDDING NYSDOT SIZEMATERIALDEPTHITEM NEW PVMT., SEE DETAIL PVMT. RESTORATIONLAWN RESTORATION 1 1 1 1 VA R I E S - A S R E Q ' D . 5' - 0 " M A X . V E R T . W A L L PIPE O.D. + 24" 8" 1' - 6 " AGGREGATE SAW-CUT EXIST. PVMT. IN TRUE LINE. KEY PVMT. AS SHOWN. TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PAVEMENT. BURIED IDENTIFICATION WARNING TAPE EXIST. PVMT. SUBBASE MAT'L.; REFER TO NEW PVMT. DETAIL FINAL TRENCH BACKFILL (SEE NOTE) TOPSOIL & SEED AS SPECIFIED PIPE ZONE BACKFILL PIPE ZONE BEDDING MAT'L MIN. KEY JT. CRUSHED AGGREGATE NOTES: 1.ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 2.EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES. SELECT GRANULAR FILL Scale: NTS TYPICAL PIPE TRENCH DETAIL7 COMPACTED STRUCTURAL FILL Scale: NTS UTILITY CROSSING8 6" SECTION CRUSHED STONE UNEXCAVATED/ UNDISTURBED EARTH ORIFICE DETAIL OCS-1 FLOW RESTRICTION PLATE ELEV:292.64 FLOW FLOW FINISHED GRADE HEAVY DUTY FRAME & COVER ADJUST FRAME TO GRADE WITH 4" H (12" H MAX.) PRECAST REINFORCED CONCRETE GRADE EXTENSION RING (AASHTO H20-44 LIVE LOAD RATED) & NON-SHRINKING CEMENT MORTAR. BUTYL ROPE SEALANT BETWEEN PRECAST CONCRETE SECTIONS, TYP. PRECAST CONCRETE BAFFLE (SEE DETAIL) NON-SHRINKING CEMENT MORTAR PLACED ALL AROUND PIPE, TYP. 24" 15" HDPE STORM SEWER PIPE OUTLET GROUT KEYS WITH NON SHRINKING CEMENT MORTAR & APPLY THICK COAT OF ASPHALT WATERPROOFING COMPOUND 15" HDPE STORM SEWER PIPE OUTLET 12 " S U M P T Y P . 6" 1' - 0 " FLOW RESTRICTION PLATE OVERFLOW ELEV 5' I.D. PRECAST REINFORCED CONCRETE STRUCURE (AASHTO H20-44 LIVE LOAD RATED), 4000 PSI MIN. WIT 5'-0" I.D. 30" OPENING 8" 6" CONCRETE OVERFLOW WEIR OUTLINE OF CONCRETE HOLE CUT IN STRUCTURE FLOW RESTRICTION PLATE 5'-0" 48" 3" MIN. TYP. 42" CONCRETE OVERFLOW WEIR 9/16" HOLES FOR 1/2" S.S. ANCHOR BOLTS, TYP. OUTLINE OF CONCRETE HOLE CUT IN STRUCTURE 3" OUTLINE OF OPENING IN PLATE 1/2" THICK GALV. STEEL PLATE 4" UNDERDRAIN 7" 14" INV: 289.67 INV: 290.89 42' 48" DETENTION PIPES RISER W/ FRAME AND COVER TO GRADE 15" STUB TO HDS-1 15" STUB FROM ROOF DRAINS INTERNAL COMPONENTS NOTES: 1.BOLTED & GASKETED MANHOLE ACCESS COVER ELEVATION MAY BE ADJUSTED TO GRADE. 2.CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C478. HDPE INLET INV = 289.48' HDPE OUTLET INV = 289.48' 36" DIA. CAST IRON ACCESS COVER. HDPE INLET PIPE 4" MIN. WALL THICKNESS 36" 44" 6" MI N . HDPE OUTLET PIPE 45 " S U M P UPPER RISER AS REQUIRED MIDDLE RISER WITH INTERNALS COMPONENTS INSTALLED 30 " M I N . INLET OUTLET INTERNAL COMPONENTS BASE HYDRODYNAMIC SEPARATOR 8" #1 CRUSHED STONE 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. SITE DETAILS L-6.2 DBH JTM DBH 07/29/2026 NTS D= D E P T H W=WIDTH A A 0.5 x 1.5 90° (1/4) BEND 45° (1/8) BEND NOTES: 81 V± = LD (W + I.D.) - I.D. 5. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK:1. FOR REQUIRED BEARING AREA AND DIMENSIONS L AND D, SEE SCHEDULE BELOW. VALUES OF L AND D OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. 2. CONCRETE NOT TO OVERLAP ANY JOINT. 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 4. BEARING AREAS FOR THRUST BLOCKS FOR WATER MAINS LARGER THAN 12" DIA. TO BE APPROVED BY CITY ENGINEER. WHERE: V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET I.D. = INSIDE DIAMETER OF PIPE IN FEET 6. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 p.s.i. (MEDIUM CLAY) WITH A SAFETY FACTOR OF 1.7. PRESSURE OF FLUID FLOW IS BASED ON A 300' HEAD. 7. IN MUCK, PEAT OR RECENTLY PLACED FILL ALL THRUST 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 THRUSTS, ALL AS REQUIRED BY THE ENGINEER. PIPE SIZE INCHES AREA SQ. FT. AREA SQ. FT. AREA SQ. FT. 22-1/2° (1/16) BEND 11-1/4° (1/32) BEND DIMENSIONS D x L TEE DIMENSIONS DIMENSIONS 2.0 x 2.5 D x L 3.2 1.5 x 2.56 4.5 D x L 1.5 x 2.02.4 AREA SQ. FT. 1.2 D x L 1.0 x 1.5 0.6 AREA SQ. FT. DIMENSIONS D x L DIMENSIONS REQUIRED BEARING AREAS & DIMENSIONS FOR CONCRETE THRUST BLOCKS SECTION A-A PLAN (TYP.) WATER MAIN (OR SEWER FORCE MAIN) CONCRETE THRUST BLOCK SCHEDULE 4,000 P.S.I UNDISTURBED SOIL GRADE #30 ROOFING FELT THRUST BLOCK 1.0 x 2.03.0 x 4.58.8 2.5 x 3.510 12.5 2.0 x 3.06.8 3.4 1.5 x 2.5 1.7 1.5 x 2.04.0 x 4.512.7 3.5 x 3.512 18.0 2.5 x 4.09.7 5.0 2.0 x 2.5 2.5 Planning Board #XXXXXXX Scale: NTS THRUST BLOCK1 24"MIN.EXISTING AND/OR FINISHED GRADE LATERAL CONNECTION SECTION PRESSURE TREATED 4"X4" LOCATION MARKER LABELED "SEWER END CAP" (TYP.) VARIES - 45° BEND MAX. VARIES - 45° BEND MAX. VARIES - 45° BEND MAX. AS REQUIRED 2% MINIMUM SLOPE (TYP) CAP (TYP.) BEDDING MATERIAL (TYP.) (SEE TRENCH DETAIL) MAIN SEWER MAIN SEWER VARIES - 45° BEND MAX. TEE, ONLY IF SPECIFIED OR ALLOWED BY THE ENGINEER PROPERTY LINE R.O.W. OR EASEMENT LIMIT WYE, 45° VARIES - 45° BEND MAX. AS REQUIRED 4" OR 6" INDIVIDUAL RESIDENTIAL BUILDING SEWER LATERAL (TYP.) 6" MIN. COMMERCIAL SEWER LATERAL (TYP.) NOTES: ·BUILDING SEWER LATERAL MATERIALS SHALL BE THE SAME AS THE MAIN SEWER LINE MATERIAL UNLESS OTHERWISE SPECIFIED. ·ALL GRAVITY SANITARY SEWER LINES SHALL BE AT A DEPTH OF 4' OR GREATER, IF LESS THAN 4', LINE SHALL BE INSULATED (SEE TRENCH DETAIL) ·CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW Scale: NTS SEWER SERVICE DETAIL2 Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York State Education Law. Wilmorite Construction, LLC 1265 Scottsville Road Rochester, NY 14624 G: \ P r o j - 2 0 2 4 \ 2 0 2 4 0 1 6 _ C o n g r e s s _ F e d e r a l _ S t r e e t _ L a n d _ P l a n n i n g \ 2 0 2 4 0 1 6 C A D \ L - 6 . 0 D e t a i l s . d w g 11 Federal Street 11 Federal Street 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 2024016 Scale: NTS UNDERGROUND PIPES4 Scale: NTS SEPARATOR5 SECTION 48"2'1' FILTER FABRIC BELOW AND ON SIDES OF STONE 20 MIL PE IMPERMEABLE LINE OVER TOP OF PIPE STRUCTURAL FILL 1' CRUSHED STONE SUBBASE 4" PERFORATED HDPE PIPE WITH PIPE SOCK Scale: NTS OUTLET CONTROL STRUCTURE4 Scale: NTS DETECTABLE WARNING STRIP6 Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law. WilmoriteConstruction, LLC 1265 Scottsville RoadRochester, NY 14624 11 Federal Street 11 Federal StreetSaratoga 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 2024016 ARCHITECTURALFLOOR PLANS L-7.0 MCB JTM MCB 07/29/2026 1"=20' Planning Board #XXXXXX Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law. WilmoriteConstruction, LLC 1265 Scottsville RoadRochester, NY 14624 11 Federal Street 11 Federal StreetSaratoga 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 2024016 ARCHITECTURALFLOOR PLANS &ELEVATIONS L-7.1 MCB JTM MCB 07/29/2026 1"=20' Planning Board #XXXXXX Unauthorized alteration or addition to thisdocument is a violation of Section 7209 of theNew York State Education Law. WilmoriteConstruction, LLC 1265 Scottsville RoadRochester, NY 14624 11 Federal Street 11 Federal StreetSaratoga 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 2024016 ARCHITECTURALELEVATIONS L-7.2 MCB JTM MCB 07/29/2026 1"=20' Planning Board #XXXXXX