JMA02P00301 262 270 MAIN STREET

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---- ---- ---- 01 PROPOSED CURBCUT INSTALL NJDOT RESERVED PARKING

PROPOSED CURBCUT INSTALL NJDOT RESERVED PARKING AREA. FOR OFF-STREET COMPLIANT STOP SEE LOADING NOTES. PARKING 1" SIGN. SEE DETAILS. EXISTING DETECTABLE WARNING 2'-74 CURBCUT SURFACE AT EDGES OF DRIVEWAY (TYP) NEW JERSEY APPROXIMATE LOCATION APPROXIMATE

APPROXIMATE LOCATION APPROXIMATE 8" GAS M AIN OF PROPOSED 2" COPPER LOCATION OF WATER SERVICE. SEE PROPOSED GAS LINE. 8" WATE 262-270 MAIN ST SITE REDEVELOPMENT SEE UTILITY NOTES. R MAIN UTILITY NOTES. 1 SITE PLAN JORGE MASTROPIETRO ARCHITECTS C1.02 SCALE:

JORGE MASTROPIETRO ARCHITECTS C1.02 SCALE: 1/16"=1'-0" SITE CIVIL DESIGN SITE PLAN PARKING REQUIREMENTS LOADING NOTES: UTILITY NOTES: SITE NOTES: ITEM REQUIRED EXISTING PROPOSED COMPLIANCE 1. LOADING SPACE REQUIREMENTS: 1. UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS, MAINTAIN A MINIMUM CLEARANCE 1. PROPOSED SITE PLAN REFERENCES SURVEY PREPARED AND 1 PER 300 S.F. (B-1 IN CBD) 1.1. RETAIL: 1 SPACE FROM 2,500 SF TO 9,999 SF. 1 ADDITIONAL SPACE FOR OF 10 FEET HORIZONTALLY AND 1 FOOT VERTICALLY BETWEEN SANITARY SEWER,

1.1. RETAIL: 1 SPACE FROM 2,500 SF TO 9,999 SF. 1 ADDITIONAL SPACE FOR OF 10 FEET HORIZONTALLY AND 1 FOOT VERTICALLY BETWEEN SANITARY SEWER, GAS, CERTIFIED BY SCHMIDT SURVEYING, DATED MARCH 7TH, 2025. ESSEX OFF STREET PARKING STALLS RETAIL AREA=(13,934-1,000) S.F./300 42 STALLS 44STALLS CONFORMING EACH ADDITIONAL 10,000 SQUARE FEET OR PART THEREOF. AND WATER MAIN PIPING, MEASURED FROM THE OUTER BARREL OF EACH PIPE. 1.1. SITE AREA: 30,218 SQ. FT. (0.694 ACRES) S.F.= 43 STALLS 1.2. RETAIL AREA: 18,078 SF. 2. CONNECT PROPOSED SERVICE WATER LINE TO EXISTING MAIN WITH CORPORATION 1.3. LOADING SPACE REQUIRED: 2 SPACES. VALVE. TEST PIT TO DETERMINE EXACT HORIZONTAL AND VERTICAL LOCATION OF EV PARKING STALLS ------ 0 STALLS 4 STALLS CONFORMING PERIMETER NOTES: 2. PROPOSED LOADING SPACE: EXISTING WATER MAIN PRIOR TO SERVICE

2. PROPOSED LOADING SPACE: EXISTING WATER MAIN PRIOR TO SERVICE CONNECTION CONSTRUCTION. INSTALL NEW 1. THE ENTIRE PERIMETER OF ALL PARKING AREAS AND THE 2.1. 1 OFF-STREET LOADING SPOT WATER SERVICE PER MUNICIPAL STANDARDS. EDGES OF ALL ENTRANCES AND EXIT DRIVES SHALL BE TOTAL PARKING STALLS 43 STALLS 42 STALLS 48 STALLS CONFORMING 2.2. 1 TEMPORARY ON-STREET LOADING SPOT 3. CONNECT PROPOSED GAS LINE TO EXISTING GAS MAIN. TEST PIT TO DETERMINE EXACT ENCLOSED WITH A CONCRETE OR GRANITE BLOCK CURB AT 3. MONDAY TO THURSDAY BETWEEN 7:00 AM AND 12:00 AM, ON-STREET PARKING HORIZONTAL AND VERTICAL LOCATION OF EXISTING MAIN PRIOR TO SERVICE 2500S.F TO 9,999 S.F.=1SPACE

2500S.F TO 9,999 S.F.=1SPACE LEAST SIX INCHES ABOVE THE PAVING SURFACE. ON MAIN STREET WILL BE REDUCED BY THREE (3) SPACES. THIS REDUCTION IS CONNECTION CONSTRUCTION. INSTALL NEW GAS SERVICE PER MUNICIPAL STANDARDS. LOADING AREA 1 ADDITIONAL SPACE FOR 0 STALLS 2 STALL CONFORMING 2. CURBING SHALL NOT BE LESS THAN FIVE FEET FROM ANY NECESSARY TO ACCOMMODATE A PROPOSED TEMPORARY ON-STREET 4. CONNECT PROPOSED SANITARY SEWER LINE TO SANITARY MAIN. TEST PIT TO ADDITIONAL 10,000 S.F. FENCE OR SCREENING NOR LESS THAN FIVE FEET FROM ANY LOADING AREA. DETERMINE EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING MAIN PRIOR TO STRUCTURE.

STRUCTURE. SERVICE CONNECTION CONSTRUCTION. INSTALL NEW SANITARY SERVICE PER PARKING NOTES: 3. ALL PROPOSED CURBING SHALL BE CONCRETE PER DETAILS WEST ORANGE NUMBER OF ADA COMPLIANT MUNICIPAL STANDARDS. 2 STANDARD ADA STALLS 3 STALLS 2 STALLS CONFORMING PARKING STALLSa 1. NO PARKING SPACES ARE REQUIRED FOR THE FIRST 1,000 SQUARE FEET OF 5. PROPOSED UTILITY CONNECTIONS SHALL BE COORDINATED WITH MECHANICAL,