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site plan 2 pages

Also attached to this agenda item: Amended Site Plan Application Redacted CRO 24-005 Croton Auto Park Battery Energy Storage... Cover letter for Croton Board of Trustees meeting 9.12.24 SP Sprocket

NOTES: 1. FOR SYMBOL LIST AND GENERAL NOTES REFER TO DRAWING E-001. 2. FOR ADDITIONAL INFORMATION REFER TO ELECTRICAL 3-LINE DIAGRAM DRAWING E-501 3. CONDUIT ROUTING IS SHOWN FOR CLARIFICATION ONLY, CONTRACTOR SHALL COORDINATE THE EXACT ROUTING IN FIELD. 4. REFER TO DRAWING E-701 FOR DUCT BANK SECTION DETAIL KEY NOTES: COORDINATE WITH CON EDISON TO DISCONNECT AND REMOVE EXISTING SERVICE FEEDER TO THE BUILDING. RETAIN EXISTING CONDUIT FOR REUSE. DISCONNECT AND REMOVE EXISTING CTS AND UTILITY METER, COORDINATE WITH CON EDISON AS REQUIRED. REPURPOSED EXISTING CT CABINET TO BE USE AS A SPLICE BOX REMOVE THE EXISTING NEUTRAL TO GROUND BONDING AT EXISTING SERVICE EQUIPMENT. INTERCEPT THE EXISTING 4" CONDUIT FROM THE BUILDING AND EXTEND CONDUIT TO THE 600A PANEL PROVIDE NEW FEEDEER FROM THE 600A PANEL VIA THE REPURPOSED CT CABAINET TO SERVICE EXISTING EQUIPMENT IN THE BUILDING. 1369.8621 2667.3941 1284.2944 2629.5055 1215.0404 2539.3696 1231.5613 2531.1352 1470.6342 2216.1682 1498.0329 2181.4997 1578.8016 2469.8642 1525.9125 2487.2703 1464.9973 2480.9974 1502.4662 2416.0266 1510.2814 2439.7733 1632.6878 2460.0291 1564.1829 2474.6752 1517.2951 2492.1763 1476.9475 2529.5483 1387.6683 2664.7595 1266.0166 2605.7164 1277.5109 2470.5989 1368.2007 2351.1194 1424.1159 2277.4539 1510.8172 2501.0108 1445.6039 2527.0832 1422.6315 2507.5518 1415.0740 2478.2285 1435.1183 2440.9069 1489.9763 2437.6840 1563.1710 2422.3701 1354.7143 2108.5096 1354.3264 2124.2589 1546.4101 2342.9894 M S72°30'00"E 145.46' N26°00'00"E 110.00' N64°00'00"W 64.00' N64°00'00"W 71.73' S26°00'00"W 110.00' N26°15'45"W 131.13' S17°30'00"W 35.14' S17°30'00"W 55.00' S17°30'00"W 55.00' S17°30'00"W 89 N08°25'00"W 64.86' S46°20'25"W 163.69' S66°12'10"W 119.54' W 37.51' N08°25'00"W 55.00' N81°35'00"E 110 S48°23'50"W 110.13' N53°49'40"W 82.99' 1439.2299 2657.1341 1384.8222 2665.1844 1160.5633 2698.3668 988.1283 2783.4491 1193.1402 2797.6240 1010.2525 2828.2879 1165.0845 2855.1468 995.2172 2875.9737 1028.7308 2886.5405 1081.1853 2903.0794 1133.6397 2919.6182 1295.7446 2838.7667 1197.9374 2791.0629 1242.1206 2730.6328 1295.757 2838.7778 LOT 24 LOT 23 LOT 22 LOT 21 N 38° 19' 00" E 148.24' S 88° 35' 20" E 15.75' 838.3610 2615.7329 854.7084 2382.0316 N 26° 29' 34" W 456.45' 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' S 88° 35' 20" E 15.75' N 38° 19' 00" E 148.24' N 52° 48' 00" W 395.42' N 75° 58' 14" W 40.51' N 26° 29' 34" W 456.45' N 26° 29' 34" W 18.46' S 52° 27' 50" W 113.67' N 65° 41' 00" E 52.00' N 40° 12' 40" W 83.22' N 53° 49' 40" W 82.99' N 64° 00' 00" W 64.00' N 64° 00' 00" W 71.73' S 17° 30' 00" W 55.00' S 17° 30' 00" W 55.00' S 17° 30' 00" W 212.41' S 5 49.99' 25 Ft. Wide Sanitary Sewer and Storm Drain Easement 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' =58° 09' 53" S 88° 35' 20" E 15.75' N 38° 19' 00" E 148.24' S 26° 29' 34" E 474.91' 1024.9942 2292.0453 1280.1061 2064.5846 1199.0340 2136.8695 1218.7284 2167.3902 1165.1773 2167.0565 1408.8119 2297.6162 1356.8975 2019.4764 806.5213 2742.9854 719.1300 2587.3164 729.0060 2434.4351 BL-Crosscut W O S D Y H W O S W O S W O S BL-Crosscut BL-Crosscut BL-Spike BL-Crosscut BL-Crosscut BL-Crosscut BL-Crosscut 3500 PIN FOUND PIPE FOUND GUY WIRE WOOD GUIDE POLE METAL GUARD RAIL EDGE OF PAVEMENT OVERHEAD SERVICES WIRES ASPHALT PARKING AREA CONCRETE APRON COVERED ROOF Metal Storage Container (Moveable) L E D G E R O C K NO PHYSICAL BOUNDS NO PHYSICAL BOUNDS CONCRETE APRON SIGN HIGH ONE STORY STUCCO AND CONCRETE BLOCK BUILDING Roof Line Pier LIGHT POLE DRAIN DRAIN LIGHT LIGHT DRAIN GUY WIRE WIRE DROP CURB TRAFFIC POLE CROSSWALK POLE GUY GUY WIRE OVERHEAD SERVICE WIRES METAL GUARD RAIL METAL GUARD RAIL METAL GUARD RAIL T T T ASPHALT PARKING AREA CONCRETE APRON Roof Line Pier Conc.Base PIN FOUND ASPHALT PARKING AREA ASPHALT PARKING AREA GRAVEL AREA DRAIN DRAIN CONCRETE APRON Garage Bay Garage Bays Garage Bay Garage Bays ONE STORY CONCRETE PAD DRAIN INLET SIGN Island Grass REMAINS OF STOCKADE FENCE UTILITY POLE WITH LIGHTS UTILITY POLE WITH LIGHTS UTILITY POLE WITH LIGHTS Pier Pier SIGN SIGN FLAG POLE COVER METAL TRAFFIC SIGN COVER METAL CONC PAD SIGN LIGHT LIGHT N 49° 00' 09" W 67.21' S 82° 25' 09" W 249.70' N 39° 32' 52" W 396.49' S 83° 20' 19" E 331.49' S 38° 29' 48" E 355.75' N 73° 26' 35" E 401.73' Pier Pier Pier Pier CONC. RET. WALL CONCRETE SIDEWALK Conc Ramp DRAIN Pier Gas Meter Gas Markings on Pavement UTILITY POLE / LIGHT UTILITY POLE UTILITY POLE UTILITY POLE UTILITY POLE / LIGHT GUY WIRE UTILITY POLE / LIGHT UTILITY POLE CATCH BASIN DRAIN 16.4' DRAIN Conc Pad GUY WIRE Metal Anchor Metal Anchor 40.4' 10.5'± 17'± 17.5'± OVERHEAD SERVICE WIRES 1.44' To Corner UTILITY OVERHEAD PRIMARY LINE TO BE DEMOLISHED BY CON EDISON 1-4"C 400APNL 1 -3"C DCFC (L3) 1-2" CONTROLS GROUNDING BUS BAR EXISTING INCOMING DOMESTIC WATER SUPPLY GROUND BOND TO DOMESTIC SUPPLY 1-2 1/2" CAP 19.2KW L2 WALL MOUNTED EV CHARGERS 24'x20' CANOPY MOUNTED PV PANELS NEW UTILITY POLE CLASS 5 CUSTOMER POLE 2-2"C NEW UNDERGROUND PRIMARY SEE NOTE 4 PRIMARY OVERHEAD 1#1/0-1"C CT EV1 EV2 CLEARANCE AREA EMPTY 2 1/2" CONDUIT ELECTRICAL SITE PLAN WCP PC E-002 DRAWING TITLE: GRAPHIC SCALE: SEAL: CHECKED: DRAWN: SHEET NUMBER: DATE: LORING JOB No.: APPROVED: REV.# DATE ISSUE DESCRIPTION CLIENT PROJECT No. KEY PLAN: CROTON AUTO MALL SOLAR PLUS BATTERY STORAGE 1 MUNICIPAL PL. CROTON ON HUDSON, NY 10520 ISSUED FOR PRICING & COORDINATION 04/04/2024 - CROTON ON HUDSON APPLICATION 04/25/2024 - SYSTEM INSTALLER: LIPPOLIS ELECTRIC CONTACT PERSON : PAUL LIPPOLIS EMAIL: PLIPPOLIS@LIPPOLISELECTRIC.COM TELEPHONE: 914-602-9663 SYSTEM OWNER: LOU GIORDANO LOUG@CROTONAUTOPARK.COM PHONE 914-548-1101 SYSTEM OPERATOR: SPROCKET OWNER EMAIL:DQUINN@SPROCKETPOWER.COM PHONE: 503-333-5475 CONTACT INFO THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. UTILITY ACCOUNT NO: 58890203710000 UTILITY METER NO: 009983133 E-002 SCALE: 1/32"=1'-0" 64 FEET SITE ELECTRIC SERVICE POWER PLAN E-401 E-401 64 FEET PADMOUNT TRANSFORMER & VAULT 800A MAIN DISCONNECT CON ED METER COMBINER PANEL 480V,800A 3Ø,4W BESS 600A PANEL 1-4" C EXISTING NEW UTILITY POLE UTILITY OVERHEAD PRIMARY LINE TO BE DEMOLISHED BY CON EDISON CLASS 5 CUSTOMER POLE SAFETY BOLLARDS BY OTHER (TYP) MIN. 42" WORKING CLEARANCE CLEARANCE AREA BESS DISCONNECT 28"X 11" 7' TALL FENCE 6'-7' SPRUCE EVERGREEN TREES 150KVA STEP DOWN TRANSFOMER NEW UNDERGROUND PRIMARY W O S D Y H RAIL PARKING AREA APRON O LIGHT NOTES: 1. FOR SYMBOL LIST AND GENERAL NOTES REFER TO DRAWING E-001. 2. FOR ADDITIONAL INFORMATION REFER TO ELECTRICAL 3-LINE DIAGRAM DRAWING E-501 3. CONTRACTOR SHALL PROVIDE STAINLESS C CHANNEL MOUNTING RACKS FOR THE FOR THE INSTALLATION OF THE DISCONNECT SWITCHES, METER CABINET, PANELS ETC. 4. BOLLARD, CONCRETE, PADS, TREES AND FENCE ARE SHOWN FOR COORDINATION ONLY, REFER TO THE CIVIL ENGINEERING DRAWING FOR ADDITIONAL INFORMATION. KEY NOTES: COORDINATE WITH CON EDISON TO DISCONNECT AND REMOVE EXISTING SERVICE FEEDER TO THE BUILDING. RETAIN EXISTING CONDUIT FOR REUSE. PROVIDE APPROVED SIGNAGE AS PER APPLICABLE CODES AND STANDARD. SIGNAGE SHALL READ AS FOLLOWS: --- ESS TYPE: BATTERY STORAGE SYSTEM --- LITHIUM IRON PHOSPHATE; CAPACITY 280KWH --- ENERGIZED ELECTRICAL CIRCUITS: MAIN COMBINER SWITCHBOARD. --- DO NOT APPLY WATER --- FIRE MITIGATION PERSONNEL TEL #: XXX-XXX-XXX SAFETY BOLLARDS ARE SHOWN ON THE ELECTRICAL DRAWING FOR REFERENCE ONLY. THE CONTRACTOR SHALL REFER TO STRUCTURAL ENGINEER DRAWINGS FOR TYPE, SIZE QUANTITY AND PERTINENT INFORMATION INTERCEPT THE EXISTING 4" CONDUIT FROM THE BUILDING AND EXTEND CONDUIT TO THE 600A PANEL PROVIDE NEW FEEDER FROM THE 600A PANEL VIA THE RE-PURPOSED CT CABINET TO SERVICE EXISTING EQUIPMENT IN THE BUILDING. CONCRETE PAD BY OTHER; CONCRETE MIINIMUM STRENGTH 4000 PSI SLAB THICKNESS 8" 1-4" C 400A PNL 1-3"C DCFC(L3) 1-2" CONTROLS 180 KW DCFC CHARGER 2-2" C SAFETY BOLLARDS BY OHTER (TYP) 12 KW INVERTER EV PARKING SPACES 24' X 20' PV MODULE 48 X 36" CHARGER CONRETE PAD 60A NEMA-3R INVERTER DISCONNECT DCFC CHARGER DISCONNECT EV1 EV2 WORKING CLEARANCES CANOPY PNL NEMA 3R 400A 60A NEMA-3R INVERTER DISCONNECT SITE ELECTRICAL SERVICE POWER PART PLAN, EV CHARGE STATION POWER PART PLAN WCP PC E-401 DRAWING TITLE: GRAPHIC SCALE: SEAL: CHECKED: DRAWN: SHEET NUMBER: DATE: LORING JOB No.: APPROVED: REV.# DATE ISSUE DESCRIPTION CLIENT PROJECT No. KEY PLAN: CROTON AUTO MALL SOLAR PLUS BATTERY STORAGE 1 MUNICIPAL PL. CROTON ON HUDSON, NY 10520 ISSUED FOR PRICING & COORDINATION 04/04/2024 - CROTON ON HUDSON APPLICATION 04/25/2024 - SYSTEM INSTALLER: LIPPOLIS ELECTRIC CONTACT PERSON : PAUL LIPPOLIS EMAIL: PLIPPOLIS@LIPPOLISELECTRIC.COM TELEPHONE: 914-602-9663 SYSTEM OWNER: LOU GIORDANO LOUG@CROTONAUTOPARK.COM PHONE 914-548-1101 SYSTEM OPERATOR: SPROCKET OWNER EMAIL:DQUINN@SPROCKETPOWER.COM PHONE: 503-333-5475 CONTACT INFO THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. UTILITY ACCOUNT NO: 58890203710000 UTILITY METER NO: 009983133 E-401 16 FEET SCALE: 1/8"=1'-0" SITE ELECTRIC SERVICE EQUIPMENT POWER PART PLAN E-401 16 FEET SCALE: 1/8"=1'-0" EV CHARGE STATION POWER PART PLAN