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SITE INFORMATION APPLICANT: NEW LEAF ENERGY, INC. 55 TECHNOLOGY DRIVE, SUITE #102 , LOWELL, MA 01851 OWNER: W GLR HOLDINGS, LLC 180 CANAL VIEW BLVD, SUITE 600 NAD83 NAD83 E ROCHESTER, NY 14623 SITE NOTES (REV. 5/2024) S 1. ALL CONCRETE MUST BE AIR ENTRAINED AND INCLUDE THE MINIMUM COMPRESSIVE STRENGTH OF JURISDICTIONAL STANDARD PSI AT 28 DAYS (OR 4,000 PSI) UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS, DETAILS AND GEOTECHNICAL REPORT THEN THE GEOTECHNICAL REPORT SHALL GOVERN. 2. THE CONTRACTOR MUST REPAIR OR REPLACE, AT THE CONTRACTOR'S SOLE COST AND EXPENSE, ALL SIDEWALKS, CURBS, PAVEMENT MARKINGS, AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES WHETHER SPECIFIED ON THIS PLAN OR NOT. 3. CONTRACTOR IS CAUTIONED OF EXISTING UTILITY SERVICES TO REMAIN IN PROXIMITY TO PROPOSED BOLLARDS AND SIGNS. CONTRACTOR SHALL PROVIDE FIELD MODIFICATION LOCATIONS OF BOLLARDS AND BOLLARDS WITH SIGNAGE AS NEEDED TO AVOID CONFLICTS WITH EXISTING UTILITY SERVICES TO REMAIN. .com UTILITY NOTES ROCHESTER, NY 14625 www.BohlerEngineering (REV. 7/2024) (585) 866-1100 70 LINDEN OAKS 1. ALL WORK ASSOCIATED WITH UTILITY POLES, OVERHEAD WIRES AND ANY/ALL APPURTENANCES SHALL BE THIRD FLOOR COORDINATED BY THE GC WITH THE LOCAL UTILITY COMPANIES PRIOR TO THE ORDERING OF ANY MATERIALS. THIS MAY INCLUDE BUT IS NOT LIMITED TO THE REMOVAL, INSTALLATION, RELOCATION OR PROTECTION OF ANY BRACING, GUY WIRES, OVERHEAD WIRES, ETC. AS MAY BE REQUIRED TO ACCOMMODATE THE PROJECT. 2. TRANSFORMERS AND SWITCH GEARS: GC SHALL PROVIDE ALL APPURTENANCES IN ACCORDANCE WITH UTILITY COMPANY SPECIFICATIONS AND CARRY SAME IN BASE BID. APPURTENANCES SHALL INCLUDE, BUT NOT BE LIMITED TO, THE CONCRETE PAD, SECONDARY SPILL CONTAINMENT AREAS (IF REQUIRED), BOLLARD / VEHICULAR Phone: PROTECTION, AND OTHER ITEMS AS MAY BE REQUIRED BY THE UTILITY PROVIDER FOR INSTALLATION OF THE TRANSFORMER AND SWITCH GEAR (IF REQUIRED). GC SHALL COORDINATE ALL ASPECTS OF INSTALLATION WITH UTILITY PROVIDER PRIOR TO ORDERING OF MATERIALS AND NOTIFY DESIGN ENGINEER OF ANY CONFLICTS IN WRITING. ORCHARD PARK ROAD 138.00' N 80°00'37" N 3.5' 4' 4' 22.2' GREEN AREA PROP EOP GREEN AREA PROP EOP S 09°36'27" E 20' 45.00' PROP PANEL BOARD, PROP ASPHALT PAVEMENT (TYP) 45.00' PROP UTILITY POLE METER, & SWITCHBOARD PROP CANTILEVERED EV ON 7'X17.25' CONCRETE PAD CHARGING CANOPY PROPOSED EV CHARGING STATIONS PROP 4" PAVEMENT STRIPE PROP 6" PROP STRIPED PAINTED WHITE (TYP) BOLLARD (TYP) LOADING AREA 11' 3'R PROP GRAVEL AREA WEST SENECA, NY 14224 705 ORCHARD PARK RD 8' 6.6' 8' 10' 10' 18' 18' PROP 6" GREEN AREA BOLLARD (TYP) 8' 3' 3' 3.7' 138.00' PROP TRANSFORMER S 80°00'37" W 12.00' ON CONCRETE PAD PROP CANOPY COLUMN (TYP) PROP DUAL PORT EV CHARGER PROP EV CHARGING SIGN PROP EV CHARGING SIGN (TYP) ON CONRETE PAD (TYP OF 5) & LAST USE SIGN (TYP) THIS PLAN TO BE UTILIZED ALWAYS CALL 811 FOR SITE LAYOUT PURPOSES It's fast. It's free. It's the law. ONLY GENERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN 10 5 2.5 0 1"= 10' 10 C-2.1 WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN SITE PLAN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. Page 18 of 359