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site plan 3 pages

Also attached to this agenda item: Amended Site Plan Application Redacted Auto Park PB Resolution 10.11.11 Auto Park PB Resolution 11.12.02 Installation Manual 280 V1.0 Material Safety Datasheet eSpire 280 SP Sprocket Special Permit Stat-x UL 1741 SB CRD certificate eSpire 280 eSpire 280 Battery User Manual eSpire 280 Datasheet 2.28.23

0.00 AC. 0 SQ. FT. GRAND STREET 106.0 126.36' Village of Croton Village of Croton 15 N 28°11'10" E . . N 38° 19' 00" E 148.24' S 88° 35' 20" E 15.75' N 38° 19' 00" E 148.24' S 52° 27' 50" W 113.67' N 65° 41' 00" E 52.00' N 40° 12' 40" W 83.22' N 5 S 28° 11' 10" W 233.02' Survey N 28° 11' 10" E 276.41' S 41° 43' 14" E 45.36' S 57° 10' 00" W 36.33' 25.30' 76.94' 25.00' [229.51' Deed] S 52° 48' 00" E 395.44' N 75° 58' 14" W 131.14' N 85° 59' 14" W 234.30' N 27° 51' 14" W 192.60' N 41° 43' 14" W 341.79' R=89.06' L=90.40' Δ=58° 09' 53" S 88° 35' 20" E 15.75' N 38° 19' 00" E 148.24' S 26° 29' 34" E 474.91' W O S D Y H W O S W O S W O S GAS GAS GAS GAS GAS GAS PIN PIP GUY W GUIDE POLE METAL GUARD EDGE OVERHEAD SERVICES L E D G E R O C K LIGHT POLE GUY WIRE WIRE GUY GUY WIRE OVERHEAD SERVICE WIRES METAL GUARD RAIL PIN FOUND CONCRETE APRON REMAINS OF STOCKADE FENCE UTILITY POLE WITH LIGHTS UTILITY POLE WITH LIGHTS UTILITY POLE WITH LIGHTS SIGN FLAG POLE COVER METAL TRAFFIC SIGN CO META CONC PAD CONC. RET. WALL CONCRETE Gas Markings on Pavement UTILITY POLE / LIGHT UTILITY POLE UTILITY POLE UTILITY POLE UTIL UTILITY POLE / LIGHT GUY WIRE UTILITY POLE UTILITY POLE CATCH BASIN 16.4' DRAIN GUY WIRE GUY WIRE Metal Anchor 40.4' 10.5'± 17'± 17.5'± OVERHEAD SERVICE WIRES 1.44' To Corner 0.00 AC. 0 SQ. FT. GRAND STREET 106.0 126.36' Village of Croton Village of Croton 15 N 28°11'10" E . . N 38° 19' 00" E 148.24' S 88° 35' 20" E 15.75' N 38° 19' 00" E 148.24' S 52° 27' 50" W 113.67' N 65° 41' 00" E 52.00' N 40° 12' 40" W 83.22' N 5 S 28° 11' 10" W 233.02' Survey N 28° 11' 10" E 276.41' S 41° 43' 14" E 45.36' S 57° 10' 00" W 36.33' 25.30' 76.94' 25.00' [229.51' Deed] S 52° 48' 00" E 395.44' N 75° 58' 14" W 131.14' N 85° 59' 14" W 234.30' N 27° 51' 14" W 192.60' N 41° 43' 14" W 341.79' R=89.06' L=90.40' Δ=58° 09' 53" S 88° 35' 20" E 15.75' N 38° 19' 00" E 148.24' S 26° 29' 34" E 474.91' W O S D Y H W O S W O S W O S GAS GAS GAS GAS GAS GAS PIN PIP GUY W GUIDE POLE METAL GUARD EDGE OVERHEAD SERVICES L E D G E R O C K LIGHT POLE GUY WIRE WIRE GUY GUY WIRE OVERHEAD SERVICE WIRES METAL GUARD RAIL PIN FOUND CONCRETE APRON REMAINS OF STOCKADE FENCE UTILITY POLE WITH LIGHTS UTILITY POLE WITH LIGHTS UTILITY POLE WITH LIGHTS SIGN FLAG POLE COVER METAL TRAFFIC SIGN CO META CONC PAD CONC. RET. WALL CONCRETE Gas Markings on Pavement UTILITY POLE / LIGHT UTILITY POLE UTILITY POLE UTILITY POLE UTIL UTILITY POLE / LIGHT GUY WIRE UTILITY POLE UTILITY POLE CATCH BASIN 16.4' DRAIN GUY WIRE GUY WIRE Metal Anchor 40.4' 10.5'± 17'± 17.5'± OVERHEAD SERVICE WIRES 1.44' To Corner 0.00 AC. 0 SQ. FT. GRAND STREET 106.0 126.36' Village of Croton Village of Croton 15 N 28°11'10" E . . N 38° 19' 00" E 148.24' S 88° 35' 20" E 15.75' N 38° 19' 00" E 148.24' S 52° 27' 50" W 113.67' N 65° 41' 00" E 52.00' N 40° 12' 40" W 83.22' N 5 S 28° 11' 10" W 233.02' Survey N 28° 11' 10" E 276.41' S 41° 43' 14" E 45.36' S 57° 10' 00" W 36.33' 25.30' 76.94' 25.00' [229.51' Deed] S 52° 48' 00" E 395.44' N 75° 58' 14" W 131.14' N 85° 59' 14" W 234.30' N 27° 51' 14" W 192.60' N 41° 43' 14" W 341.79' R=89.06' L=90.40' Δ=58° 09' 53" S 88° 35' 20" E 15.75' N 38° 19' 00" E 148.24' S 26° 29' 34" E 474.91' W O S D Y H W O S W O S W O S GAS GAS GAS GAS GAS GAS PIN PIP GUY W GUIDE POLE METAL GUARD EDGE OVERHEAD SERVICES L E D G E R O C K LIGHT POLE GUY WIRE WIRE GUY GUY WIRE OVERHEAD SERVICE WIRES METAL GUARD RAIL PIN FOUND CONCRETE APRON REMAINS OF STOCKADE FENCE UTILITY POLE WITH LIGHTS UTILITY POLE WITH LIGHTS UTILITY POLE WITH LIGHTS SIGN FLAG POLE COVER METAL TRAFFIC SIGN CO META CONC PAD CONC. RET. WALL CONCRETE Gas Markings on Pavement UTILITY POLE / LIGHT UTILITY POLE UTILITY POLE UTILITY POLE UTIL UTILITY POLE / LIGHT GUY WIRE UTILITY POLE UTILITY POLE CATCH BASIN 16.4' DRAIN GUY WIRE GUY WIRE Metal Anchor 40.4' 10.5'± 17'± 17.5'± OVERHEAD SERVICE WIRES 1.44' To Corner 0.00 AC. 0 SQ. FT. GRAND STREET 106.0 126.36' Village of Croton Village of Croton 15 N 28°11'10" E . . N 38° 19' 00" E 148.24' S 88° 35' 20" E 15.75' N 38° 19' 00" E 148.24' S 52° 27' 50" W 113.67' N 65° 41' 00" E 52.00' N 40° 12' 40" W 83.22' N 5 S 28° 11' 10" W 233.02' Survey N 28° 11' 10" E 276.41' S 41° 43' 14" E 45.36' S 57° 10' 00" W 36.33' 25.30' 76.94' 25.00' [229.51' Deed] S 52° 48' 00" E 395.44' N 75° 58' 14" W 131.14' N 85° 59' 14" W 234.30' N 27° 51' 14" W 192.60' N 41° 43' 14" W 341.79' R=89.06' L=90.40' Δ=58° 09' 53" S 88° 35' 20" E 15.75' N 38° 19' 00" E 148.24' S 26° 29' 34" E 474.91' W O S D Y H W O S W O S W O S GAS GAS GAS GAS GAS GAS PIN PIP GUY W GUIDE POLE METAL GUARD EDGE OVERHEAD SERVICES L E D G E R O C K LIGHT POLE GUY WIRE WIRE GUY GUY WIRE OVERHEAD SERVICE WIRES METAL GUARD RAIL PIN FOUND CONCRETE APRON REMAINS OF STOCKADE FENCE UTILITY POLE WITH LIGHTS UTILITY POLE WITH LIGHTS UTILITY POLE WITH LIGHTS SIGN FLAG POLE COVER METAL TRAFFIC SIGN CO META CONC PAD CONC. RET. WALL CONCRETE Gas Markings on Pavement UTILITY POLE / LIGHT UTILITY POLE UTILITY POLE UTILITY POLE UTIL UTILITY POLE / LIGHT GUY WIRE UTILITY POLE UTILITY POLE CATCH BASIN 16.4' DRAIN GUY WIRE GUY WIRE Metal Anchor 40.4' 10.5'± 17'± 17.5'± OVERHEAD SERVICE WIRES 1.44' To Corner WORKING CLEARANCES 48" X 36" CHARGER CONCRETE PAD 24' X 20' PV MODULE EV PARKING SPACES 24' X 20' CANOPY MOUNTED PV PANELS FENCED LOCATION OF ELECTRICAL EQUIPMENT UNDERGROUND ELECTRICAL FEED WATER SERVICE DATE: SCALE: Sheet of No. Date Comments: Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - NOTE: 1. THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY JRL LAND SURVEYING, DATED 12/01/2023. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com F:\2024\24-08 RED ROCK - CROTON AUTO PARK, CROTON\ENGINEERING\CAD\C3D-24-08 RED ROCK CROTON AUTO PARK\24-08 SITE 3-15-24.DWG 3/22/2024 11:00:37 AM 6/19/24 Plan Updates Westchester Co., New York Town of Croton On Hudson 1 MUNICIPAL PLACE PROJECT LOCATION SITE DATA: OWNER / DEVELOPER: CROTON AUTO PARK 1 MUNICIPAL PLACE, CROTON-ON-HUDSON, NY 10520 PROJECT LOCATION: 1 MUNICIPAL PLACE, CROTON-ON-HUDSON, NY 10520 EXISTING TOWN ZONING: C-2, GENERAL COMMERCIAL PROPOSED USE: ADDITION OF BESS AND SOLAR CARPORT CANOPY SYSTEM TO EXISTING AUTOMOTIVE DEALERSHIP TOWN TAX MAP DATA: SECTION 78.12, BLOCK 3, LOT 2 SITE AREA : 4.9 ACRES (213,444 SF) 1"=30' PROJECT # SITE PLAN PREPARED FOR CROTON AUTO PARK SITE PLAN 3-18-24 JP 24-08 SCALE: 1"=30'-0" 9/25/24 Plan Updates GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS BESS DISCONNECT BESS 800A COMBINER PANEL 10 KW SOLAR PVINVERTER 1-2 1 2" CAP FOR EMPTY CONDUIT 24' X 20' PV MODULE EV PARKING SPACE 89-L-3 60A NEMA-3R INVERTER DISCONNECT 150KVA TRANSFORMER CONCRETE PAD CON ED METER 89-L-1 800A MAIN SERVICE DISCONNECT SWITCH CONCRETE PAD NEW PRIMARY PAD MOUNTED CONED TRANSFORMER SAFETY BOLLARDS BY OTHERS (TYP) 60A NEMA-3R INVERTER DISCONNECT CANOPY PNL NEMA 3R 400A 400A NEMA 3R DCFC CHARGER DISCONNECT 48 X 36" CHARGER CONCRETE PAD 180 KW DCFC FAST CHARGER EV PARKING SPACE 19.2 KW L2 WALL MOUNTED EV CHARGERS 19.2 KW L2 WALL MOUNTED EV CHARGERS 19.2 KW L2 WALL MOUNTED EV CHARGERS 19.2 KW L2 WALL MOUNTED EV CHARGERS 6' WIDE SELF CLOSING / SELF LOCKING GATE 7' HIGH CHAIN LINK SECURITY FENCE W O S 16.4' W O S 16.4' W O S 16.4' W O S 16.4' WS WS 1#1/0-1"C GROUNDING BUS BAR GROUND BOND TO DOMESTIC SUPPLY 1#1/0-1"C GROUNDING BUS BAR GROUND BOND TO DOMESTIC SUPPLY 1#1/0-1"C GROUNDING BUS BAR GROUND BOND TO DOMESTIC SUPPLY 1#1/0-1"C GROUNDING BUS BAR GROUND BOND TO DOMESTIC SUPPLY EXISTING INCOMING DOMESTIC WATER SUPPLY DATE: SCALE: Sheet of No. Date Comments: NOTE: 1. THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY JRL LAND SURVEYING, DATED 12/01/2023. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED Westchester Co., New York Town of Croton On Hudson 1 MUNICIPAL PLACE PROJECT LOCATION 1"=10' PROJECT # SITE PLAN - DETAILED VIEWS PREPARED FOR CROTON AUTO PARK SITE PLAN 3-18-24 JP 24-08 SCALE: 1"=10'-0" Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SAFE DIG Before You Dig, Drill or Blast! CALL US TOLL FREE 811 or 1-800-962-7962 NY Industrial Code Rule 753 requires no less than two working days notice, but not more than ten days notice. www.digsafelynewyork.com F:\2024\24-08 RED ROCK - CROTON AUTO PARK, CROTON\ENGINEERING\CAD\C3D-24-08 RED ROCK CROTON AUTO PARK\24-08 SITE 3-15-24.DWG 3/22/2024 11:00:37 AM 6/19/24 Plan Updates 9/25/24 Plan Updates DATE: SCALE: Sheet of No. Date Comments: NOTE: 1. THIS IS NOT A SURVEY. ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN TAKEN FROM SURVEY MAP PREPARED BY JRL LAND SURVEYING, DATED 12/01/2023. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. COPYRIGHT © 2020 BY SITE DESIGN CONSULTANTS, ALL RIGHTS RESERVED Westchester Co., New York Town of Croton On Hudson 1 MUNICIPAL PLACE PROJECT LOCATION 1"=10' PROJECT # SITE PLAN - DETAILED VIEWS PREPARED FOR CROTON AUTO PARK SITE PLAN 3-18-24 JP 24-08 Yorktown Heights, NY 10598 www.sitedesignconsultants.com Fax: (914) 962-7386 Land Planners Engineer: NYS Lic. No. 64431 Joseph C. Riina, P.E. 251-F Underhill Avenue, Civil Engineers (914) 962-4488 - NOTE: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. F:\2024\24-08 RED ROCK - CROTON AUTO PARK, CROTON\ENGINEERING\CAD\C3D-24-08 RED ROCK CROTON AUTO PARK\24-08 SITE 3-15-24.DWG 3/22/2024 11:00:37 AM 6/19/24 Plan Updates 9/25/24 Plan Updates LINE POST CORNER POST 10" CONCRETE PIER GATE BRACE POST GATE POST 1'-4" CONCRETE PIER 10" MIN. POST CONCRETE 1'-4" CONC. FOR POSTS 4" OR LESS 2'-0" CONC. FOR POSTS OVER 4" 1-4" CONCRETE REINFORCING WIRE NO 6 COILED SPRING (3/8" MIN) TRUSS ROD BRACE CHAIN FABRIC LINK RODS TRUSS PLUNGER BAR STRETCHER BAR TOP RAIL TRUSS ROD (3/8" MIN) BRACE EXPANSION COUPLING 21'-0" O.C MAX GATE SINGLE OR DOUBLE SWING SIZE 10'-0" 10'-0" 3" 3'-1" 2" 7'-0" 3'-6" 8" 10'-0" SIZE AS REQUIRED 2'-6" WITH TOP RAIL MULTIPLES OF END BAY 10'-0" CHAIN-LINK FENCE AND GATE DETAIL NOT TO SCALE F-1 (TRENCH WIDTH) SAW CUT PAVEMENT TRENCH WIDTH 12" TEMPORARY PAVEMENT PERMANENT PAVEMENT 12" PAVEMENT REPLACEMENT DETAIL R-1 NOT TO SCALE FINISHED GRADE 2" ASPHALT CONCRETE TOP COURSE - TYPE 6F NYSDOT ITEM NO. 403.1701 4" ASPHALT CONCRETE BINDER COURSE - TYPE 3 NYSDOT ITEM NO. 403.13 8" COMPACTED SUBBASE COURSE NYSDOT ITEM 304.05 TACK COAT EXPOSED EDGES, (TYP). BACKFILL MATERIAL- CLEAN FILL FREE OF FINES AND ROCK GREATER THEAN 4" IN DIAMETER OR K-RETE IF REQ'D BY ENGINEER NOTE: 1. Pavement layer thickness shown are minimum values and shall match existing if greater. GENERAL NOTES: 1. THE ENGINEER WHOSE SEAL APPEARS HEREON HAS NOT BEEN RETAINED FOR SUPERVISION OF CONSTRUCTION, SUBSEQUENTLY, HE IS NOT RESPONSIBLE FOR CONSTRUCTION AND THEREFORE ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION PRACTICES, PROCEDURES, AND RESULTS THEREFROM. 2. THE ENGINEER SHALL NOT BE HELD RESPONSIBLE OR HELD ACCOUNTABLE FOR THE INTEGRITY OF ANY STRUCTURES CONSTRUCTED OR UNDER CONSTRUCTION PRIOR TO THE APPROVAL OF THE PLANS. 3. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN'S CODE OF PROJECT PLANS. 4. ALL CONDITIONS, LOCATIONS, AND DIMENSIONS SHALL BE FIELD VERIFIED AND THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF ANY DISCREPANCIES. 5. ALL CHANGES MADE TO THE PLANS SHALL BE APPROVED BY THE PROJECT ENGINEER AND ANY SUCH CHANGES SHALL BE FILED AS AMENDMENTS. 6. ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 7. CONTRACTOR TO VERIFY ALL SUBSTRUCTURES ENCOUNTERED DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 9. THE DESIGN ENGINEER DISCLAIMS ANY LIABILITY FOR DAMAGE OR LOSS INCURRED DURING OR AFTER CONSTRUCTION. CONTRACTOR RESPONSIBILITIES: 1. THE CONTRACTOR OR FIELD ENGINEER SHALL NOTIFY ALL AGENCIES 48 HR. PRIOR TO START OF THE SITE WORK. WORK SHALL NOT START UNTIL A PRE-CONSTRUCTION MEETING IS HELD WITH ALL PARTIES INVOLVED IN ATTENDANCE. 2. ALL WORK ON THE PROJECT SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND SHALL BE IN ACCORDANCE WITH THE STANDARDS OF THE INDUSTRY. THE OWNER WILL BE THE SOLE JUDGE OF THE ACCEPTABILITY OF THE WORK. MATERIALS AND WORK DEEMED UNACCEPTABLE WILL BE REMOVED AND REDONE AT THE SOLE COST AND RESPONSIBILITY OF THE CONTRACTOR. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT HIS WORK AND WILL BE HELD RESPONSIBLE FOR CONSEQUENTIAL DAMAGES DUE TO HIS ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS EMPLOYEE, AND THEIR AGENTS AND EMPLOYEES, AND ANY OTHER PERSONS PERFORMING ANY THE WORK UNDER A SEPARATE CONTRACT WITH THE CONTRACTOR. 4. ALL CONDITIONS, LOCATIONS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THE OWNER/ENGINEER NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO THE START OF WORK. THE OWNER/ENGINEER WILL EVALUATE THE SITUATION AND MODIFY THE PLAN AS NECESSARY. 5. ALL CHANGES MADE TO THIS PLAN SHALL BE APPROVED BY THE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS. ANY UNAUTHORIZED ALTERATION OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. 6. THE DESIGN ENGINEER DISCLAIMS ANY LIABILITY FOR DAMAGE OR LOSS INCURRED DURING OR AFTER CONSTRUCTION. 7. THE CONTRACTOR SHALL SECURE & PAY FOR A BUILDERS RISK POLICY TO COVER THE PERIOD OF CONSTRUCTION. THE ENGINEER & OWNER SHALL BE NAMED AS ADDITIONAL INSURED. ALL CONTRACTORS EMPLOYED AT THE SITE SHALL BE COVERED BY WORKMAN'S COMPENSATION. 8. THE CONTRACTOR SHALL CHECK ALL HYDRAULIC LINES ON ALL CONSTRUCTION EQUIPMENT AND VEHICLES AT THE END OF EACH WORKDAY TO MINIMIZE THE POSSIBILITY OF ACCIDENTAL LEAKAGE OF ANY HYDRAULIC FLUIDS. 9. THE CONTRACTOR SHALL PREPARE SPECIFIC MEASURES TO PREVENT AND CLEAN UP CHEMICAL AND PETROLEUM SPILLS THAT MAY OCCUR DURING WORK. PAVEMENT FINISHED GRADE. SEE DRIVEWAY DETAIL FOR NEW INSTALLATIONS. SEE PAVEMENT REPLACEMENT DETAIL FOR INSTALLATIONS UNDER EXISTING ROADWAYS. MIN. 4" TOP SOIL AND SEED. TOP SOIL SHALL BE MOUNDED TO PERMIT SETTLEMENT OF SOILS TO DESIRED FINISHED GRADE. TRENCH IN PAVED AREA TRENCH IN GRASS AREA 2' MIN. 2' MIN. HDPE OR METAL INCASED IN CONCRETE CONDUIT FOR ELECTRIC/COMMUNICATION SERVICE LINE. CONDUIT SHALL HAVE METALLIC TAPE LABELED "CAUTION ELECTRIC LINE BELOW" SET 12" BELOW FINISHED GRADE OVER CENTERLINE OF CONDUIT. CLEAN FILL WITH NO STONES LARGER THAN 2" FINISH GRADE APPROVED SUB GRADE 2" CONDUIT FOR COMMUNICATION SERVICE LINES (BY OTHERS). 4" CONDUIT FOR ELECTRIC SECONDARY SERVICE LINES (BY OTHERS). 6" MIN. SAND 3/8" TYPE BACKFILL HAND TAMPED 24" MAX. 1" MIN. SEPARATION 2" MIN. UTILITY SERVICE BEDDING TRENCH DETAIL NOT TO SCALE UTILITY CONDUIT BEDDING NOTES: 1. Contractor shall coordinate installation with owner. All materials and installation procedures shall meet or exceed minimal requirements of the utility owner. 2. Pipe shall be laid and connected in the bedding which shall consist of: A. Compacted existing subsoil when laid above ground water or; B. 3/4" crushed stone when laid below ground water. 3. If subsoil is determined to be unsuitable by the engineer, all unsuitable material shall be removed for at least 2'-6" below the pipe invert or twice the pipe diameter, whichever is greater, and replaced with compacted bedding material. U-1 GENERAL REQUIREMENTS: A BUILDING PERMIT SHALL BE REQUIRED FOR INSTALLATION OF ALL SOLAR ENERGY SYSTEMS. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, CONSTRUCTION AND/ OR SITE PLAN DOCUMENTS, SIGNED AND STAMPED BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT. ALL VILLAGE BOARDS ARE ENCOURAGED TO CONDITION THEIR APPROVAL OF PROPOSED DEVELOPMENTS ON SITES ADJACENT TO SOLAR ENERGY SYSTEMS SO AS TO PROTECT THEIR ACCESS TO SUFFICIENT SUNLIGHT TO REMAIN ECONOMICALLY FEASIBLE OVER TIME. ALL SOLAR ENERGY SYSTEMS SHALL BE DESIGNED, ERECTED, AND INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND INDUSTRY STANDARDS AS REFERENCED IN THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE ( BUILDING CODE), THE NEW YORK STATE ENERGY CONSERVATION CODE ( ENERGY CODE), AND THE VILLAGE CODE. PERMITTING REQUIREMENTS FOR TIER 1 SOLAR ENERGY SYSTEMS. ALL TIER 1 SOLAR ENERGY SYSTEMS SHALL BE PERMITTED IN ALL ZONING DISTRICTS AS AN ACCESSORY USE AND SHALL BE EXEMPT FROM SITE PLAN REVIEW, SUBJECT TO THE FOLLOWING CONDITIONS FOR EACH TYPE OF SOLAR ENERGY SYSTEM: ROOF-MOUNTED SOLAR ENERGY SYSTEMS. ROOF-MOUNTED SOLAR ENERGY SYSTEMS SHALL INCORPORATE, WHEN FEASIBLE, THE FOLLOWING DESIGN REQUIREMENTS: ROOF-MOUNTED SOLAR PANELS MUST BE ATTACHED OR BALLASTED TO A LAWFULLY PERMITTED BUILDING OR STRUCTURE, WHICH MAY BE AN ACCESSORY STRUCTURE. ALL ROOF-MOUNTED SOLAR ENERGY SYSTEMS SHALL BE SUBJECT TO THE MAXIMUM HEIGHT REGULATIONS SPECIFIED FOR PRINCIPAL AND ACCESSORY BUILDINGS WITHIN THE UNDERLYING ZONING DISTRICT, WITH THE HEIGHT EXEMPTIONS AS PROVIDED FOR BUILDING- MOUNTED MECHANICAL DEVICES OR EQUIPMENT. GLARE. ALL SOLAR PANELS SHALL HAVE ANTIREFLECTIVE COATING( S). BUILDING- INTEGRATED SOLAR ENERGY SYSTEMS AND CANOPY- MOUNTED SOLAR ENERGY SYSTEMS SHALL BE SHOWN ON THE PLANS SUBMITTED FOR THE BUILDING PERMIT APPLICATION FOR THE BUILDING OR PROPERTY CONTAINING THE SYSTEM. APPLICANTS FOR CANOPY-MOUNTED SOLAR ENERGY SYSTEMS SHALL SUBMIT ALL STUDIES AS REQUIRED BY THE VILLAGE ENGINEER OR BUILDING INSPECTOR. SOLAR ENERGY EQUIPMENT SHALL BE LOCATED IN A MANNER TO REASONABLY AVOID AND/OR MINIMIZE BLOCKAGE OF VIEWS FROM SURROUNDING PROPERTIES AND SHADING OF PROPERTY TO THE NORTH, WHILE STILL PROVIDING ADEQUATE SOLAR ACCESS. ALL MECHANICAL EQUIPMENT OF THE SOLAR ENERGY SYSTEM, INCLUDING ANY PAD- MOUNTED STRUCTURE FOR BATTERIES, SWITCHBOARD, TRANSFORMERS, OR STORAGE CELLS. FENCING. ALL MECHANICAL EQUIPMENT, INCLUDING ANY STRUCTURE FOR STORAGE BATTERIES, SHALL BE ENCLOSED BY A FENCE, AS REQUIRED BY NEC, WITH A SELF-LOCKING GATE TO PREVENT UNAUTHORIZED ACCESS. WARNING SIGNS WITH THE OWNER OR OPERATOR' S CONTACT INFORMATION SHALL BE PLACED ON THE ENTRANCE AND PERIMETER OF THE FENCING. THE TYPE AND HEIGHT OF FENCING SHALL BE DETERMINED AS PART OF THE SITE PLAN AND SPECIAL PERMIT REVIEW. THE FENCING AND THE SYSTEM MAY BE FURTHER SCREENED BY ANY LANDSCAPING NEEDED TO AVOID ADVERSE AESTHETIC IMPACTS. LIGHTING. LIGHTING OF THE SOLAR ENERGY SYSTEMS SHALL BE LIMITED TO THAT MINIMALLY REQUIRED FOR SAFETY AND OPERATIONAL PURPOSES, SHALL BE REASONABLY SHIELDED AND DOWNCAST FROM ABUTTING PROPERTIES AND SHALL MINIMIZE IMPACTS ON NOCTURNAL ANIMALS WHERE PRACTICABLE. INTEGRATED PEST MANAGEMENT PRACTICES SHALL BE USED TO REFRAIN FROM OR LIMIT PESTICIDE USE INCLUDING HERBICIDES) FOR LONG-TERM OPERATION AND SITE MAINTENANCE. UNDERGROUND REQUIREMENTS. ALL ON- SITE UTILITY LINES SHALL BE PLACED UNDERGROUND TO THE EXTENT FEASIBLE AND AS PERMITTED BY THE SERVING UTILITY, WITH THE EXCEPTION OF THE MAIN SERVICE CONNECTION AT THE UTILITY COMPANY RIGHT-OF-WAY AND ANY NEW INTERCONNECTION EQUIPMENT, INCLUDING WITHOUT LIMITATION ANY POLES, WITH NEW EASEMENTS AND RIGHT- OF-WAY. NO SIGNAGE OR GRAPHIC CONTENT SHALL BE DISPLAYED ON THE SOLAR ENERGY SYSTEMS EXCEPT THE MANUFACTURER' S NAME, EQUIPMENT SPECIFICATION INFORMATION, SAFETY INFORMATION, AND TWENTY￿FOUR-HOUR EMERGENCY CONTACT INFORMATION. AS REQUIRED BY THE NATIONAL ELECTRIC CODE ( NEC), DISCONNECT AND OTHER EMERGENCY SHUTOFF INFORMATION SHALL BE CLEARLY DISPLAYED ON A LIGHT-REFLECTIVE SURFACE. A CLEARLY VISIBLE WARNING SIGN CONCERNING VOLTAGE SHALL BE PLACED AT THE BASE OF ALL PAD-MOUNTED TRANSFORMERS AND SUBSTATIONS. SAFETY: SOLAR ENERGY SYSTEMS AND SOLAR ENERGY EQUIPMENT SHALL BE CERTIFIED UNDER THE APPLICABLE ELECTRICAL AND/OR BUILDING CODES AS REQUIRED. SOLAR ENERGY SYSTEMS SHALL BE MAINTAINED IN GOOD WORKING ORDER AND IN ACCORDANCE WITH INDUSTRY STANDARDS. SITE ACCESS SHALL BE MAINTAINED, INCLUDING SNOW REMOVAL AT A LEVEL ACCEPTABLE TO THE LOCAL FIRE DEPARTMENT AND, IF THE TIER 3 SOLAR ENERGY SYSTEM IS LOCATED IN AN AMBULANCE DISTRICT, THE LOCAL AMBULANCE CORPS. IF A BATTERY ENERGY STORAGE SYSTEM IS INCLUDED AS PART OF THE SOLAR ENERGY SYSTEM, THEY SHALL MEET THE REQUIREMENTS OF ANY APPLICABLE FIRE PREVENTION AND BUILDING CODE WHEN IN USE AND, WHEN NO LONGER USED, SHALL BE DISPOSED OF IN ACCORDANCE WITH THE LAWS AND REGULATIONS OF THE VILLAGE AND ANY APPLICABLE FEDERAL, STATE, OR COUNTY LAWS OR REGULATIONS. WHERE DEEMED NECESSARY BY THE BOARD OF TRUSTEES OR PLANNING BOARD, EMERGENCY ACCESS TO THE SITE FOR LOCAL FIRST RESPONDERS SHALL BE PROVIDED BY THE INSTALLATION OF AN EMERGENCY LOCK BOX OR A SIMILAR DEVICE, IN A LOCATION SUBJECT TO THE APPROVAL OF THE FIRE CHIEF. BATTERY ENERGY STORAGE SYSTEMS: AUTHORITY. THIS SECTION IS ADOPTED PURSUANT TO §7- 700 THROUGH §7- 704 OF THE VILLAGE LAW AND 10 OF THE MUNICIPAL HOME RULE LAW OF NEW YORK STATE( NYS), WHICH AUTHORIZE THE VILLAGE TO ADOPT ZONING PROVISIONS THAT ADVANCE AND PROTECT THE HEALTH, SAFETY AND WELFARE OF THE COMMUNITY. STATEMENT OF PURPOSE. THIS BATTERY ENERGY STORAGE SYSTEM LAW IS ADOPTED TO ADVANCE AND PROTECT THE PUBLIC HEALTH, SAFETY, WELFARE, AND QUALITY OF LIFE OF THE VILLAGE BY CREATING REGULATIONS FOR THE INSTALLATION AND USE OF BATTERY ENERGY STORAGE SYSTEMS, WITH THE FOLLOWING OBJECTIVES: TO PROVIDE A REGULATORY SCHEME FOR THE DESIGNATION OF PROPERTIES SUITABLE FOR THE LOCATION, CONSTRUCTION AND OPERATION OF BATTERY ENERGY STORAGE SYSTEMS; TO ENSURE COMPATIBLE LAND USES IN THE VICINITY OF THE AREAS AFFECTED BY BATTERY ENERGY STORAGE SYSTEMS; TO MITIGATE THE IMPACTS OF BATTERY ENERGY STORAGE SYSTEMS ON ENVIRONMENTAL RESOURCES SUCH AS CONSERVATION AREAS, WILDLIFE AND OTHER PROTECTED RESOURCES; AND TO CREATE SYNERGY BETWEEN BATTERY ENERGY STORAGE SYSTEM DEVELOPMENT AND THE GOALS OF THE VILLAGE' S COMPREHENSIVE PLAN. BATTERY ENERGY STORAGE SYSTEMS, COMPONENTS, AND ASSOCIATED ANCILLARY EQUIPMENT SHALL HAVE REQUIRED WORKING SPACE CLEARANCES, AND ELECTRICAL CIRCUITRY SHALL BE WITHIN WEATHERPROOF ENCLOSURES MARKED WITH THE ENVIRONMENTAL RATING SUITABLE FOR THE TYPE OF EXPOSURE IN COMPLIANCE WITH NFPA 70.