Final Engineering 262 270 Main

OF PROPOSED 2" COPPER LOCATION OF WATER SERVICE. SEE PROPOSED GAS LINE. 8" WATE R MAIN 262-270 MAIN ST SITE REDEVLOPMENT UTILITY NOTES. SEE UTILITY NOTES. 1 SITE PLAN 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, 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 CONNECTION CONSTRUCTION. INSTALL NEW 1. THE ENTIRE PERIMETER OF ALL PARKING AREAS AND THE 2.1. 1

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 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

ECTION 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. SERVICE CONNECTION CONSTRUCTION. INSTALL NEW SANITARY SERVICE PER PARKING NOTES: 3. ALL PROPOSED CURBING SHALL BE CONCRETE PER DETAILS

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, PROVIDED. THE DEVELOPMENT. TRAFFIC SIGNAGE NOTES:

TRAFFIC SIGNAGE NOTES: ELECTRICAL AND PLUMBING (MEP) PLANS PRIOR TO INSTALLATION. 1.1. RETAIL: 1 PER 300 SF (B-1 IN CBD) 1. ALL PROPOSED TRAFFIC SIGNAGE SHALL CONFORM TO THE 5.1. CONDUIT AND PIPE SIZES SHALL BE COORDINATED AND CONFIRMED WITH MEP 1.2. AREAS: NEW JERSEY DEPARTMENT OF TRANSPORTATION (NJDOT) DRAWINGS AND MUNICIPALITY STANDARDS. 1.2.1. RETAIL AREA (FIRST FLOOR): 13,934 SF STANDARDS. NOTES: 6. ALL PROPOSED PVC LINES SHALL BE MINIMUM SDR 35. 1.2.2. STORAGE AREA (SECOND FLOOR): 4,144 SF

1.2.2. STORAGE AREA (SECOND FLOOR): 4,144 SF 2. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC PAINT 1. PER THE 2021 NEW JERSEY IBC CHAPTER 11 SECTION 1106. 1.3. TOTAL PARKING REQUIRED: 57 SPOTS. REFUSE NOTES: AND CONFORM TO NJDOT STANDARDS. 1.1. THE PROVISIONS IN THE I-CODES ARE INTENDED TO MEET OR EXCEED THE REQUIREMENTS IN THE FEDERAL ACCESSIBILITY 2. THE MEZZANINE FLOOR IS USED FOR STORAGE PURPOSES ONLY. 1. OWNER IS RESPONSIBLE FOR SCHEDULING THE PICKUP AND DISPOSAL OF REQUIREMENT FOUND IN THE AMERICANS WITH DISABILITIES ACT AND THE FAIR HOUSING ACT. 2.1. AREAS: REFUSE. 1.2. SIZE OF PARKING STALLS PER THE 2017 NEW JERSEY ACCESSIBILITY CODE CHAPTER 5 SECTION 502. 2.1.1. RETAIL AREA (FIRST FLOOR): 13,934 SF 0' 5' 10' 20' 30' 40' 50' 60' 1.3. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC PAINT. 2.2. TOTAL PARKING REQUIRED: 43 SPOTS

TOTAL PARKING REQUIRED: 43 SPOTS DRAWN BY : DESIGN BY : CHECKED BY : SCALE : 1.4. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2% SLOPE IN ALL DIRECTIONS. 3. EXISTING PARKING LOT TO BE DEMOLISHED AND REPAVED ACCORDING TO HP HP JC AS NOTED 2. PER DCA MODEL STATEWIDE MUNICIPAL EV ORDINANCE SECTION E PROVIDED DETAILS. SHEET #: 2.1. ALL PARKING SPACES WITH EVSE AND MAKE-READY EQUIPMENT SHALL BE INCLUDED IN THE CALCULATION OF MINIMUM REQUIRED PARKING SPACES. 3.1. PARKING LOT SHALL BE PAVED WITH OPEN GRADED FRICTION COURSE. SCALE: 1/16" = 1'-0" DATE :

DATE : 05/15/2025 C1.02 3.2. SEE PAVING DETAILS FOR ADDITIONAL REQUIREMENTS. BINDING ORDER: 2.2. A PARKING SPACE PREPARED WITH EVSE OR MAKE-READY EQUIPMENT SHALL COUNT AS AT LEAST TWO PARKING SPACES FOR JOB No. : THE PURPOSE OF COMPLYING WITH MINIMUM PARKING SPACE REQUIREMENT. THIS SHALL RESULT IN A REDUCTION OF NO MORE THAN 10 PERCENT OF THE TOTAL REQUIRED PARKING.