13026 Resubmission

SITE CIVIL DESIGN SITE PLAN PARKING REQUIREMENTS LOADING NOTES: UTILITY NOTES: SITE NOTES: ITEM REQUIRED EXISTING PROPOSED COMPLIANCE 1. DESIGNATED PARKING AREA SHALL BE RESERVED FOR LOADING BETWEEN 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) THE HOURS OF 7 AM TO 11 AM, MONDAY THROUGH FRIDAY. 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=(18,744-1,000) S.F./300 42 STALLS 46 STALLS NON-CONFORMING 2. LOADING SPACE REQUIREMENTS: 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.= 62 STALLS 2.1. RETAIL: 1 SPACE FROM 2,500 SF TO 9,999 SF. 1 ADDITIONAL SPACE FOR 2. CONNECT PROPOSED SERVICE WATER LINE TO EXISTING MAIN WITH CORPORATION EACH ADDITIONAL 10,000 SQUARE FEET OR PART THEREOF. VALVE. TEST PIT TO DETERMINE EXACT HORIZONTAL AND VERTICAL LOCATION OF EV PARKING STALLS ------ 0 STALLS 5 STALLS CONFORMING PERIMETER NOTES: 2.2. RETAIL AREA: 19,744 SF. EXISTING WATER MAIN PRIOR TO SERVICE CONNECTION CONSTRUCTION. INSTALL NEW

N. INSTALL NEW 1. THE ENTIRE PERIMETER OF ALL PARKING AREAS AND THE 2.3. LOADING SPACE REQUIRED: 2 SPACES. WATER SERVICE PER MUNICIPAL STANDARDS. EDGES OF ALL ENTRANCES AND EXIT DRIVES SHALL BE ON STREET PARKING STALLS ------ ----- 10 STALLS ------- 3. PROPOSED LOADING SPACE: 3. CONNECT PROPOSED GAS LINE TO EXISTING GAS MAIN. TEST PIT TO DETERMINE EXACT ENCLOSED WITH A CONCRETE OR GRANITE BLOCK CURB AT 3.1. 1 OFF-STREET LOADING SPOT HORIZONTAL AND VERTICAL LOCATION OF EXISTING MAIN PRIOR TO SERVICE

TO SERVICE LEAST SIX INCHES ABOVE THE PAVING SURFACE. TOTAL PARKING STALLS 62 STALLS 42 STALLS 61 STALLS NON-CONFORMING 3.2. 1 TEMPORARY ON-STREET LOADING SPOT CONNECTION CONSTRUCTION. INSTALL NEW GAS SERVICE PER MUNICIPAL STANDARDS. 2. CURBING SHALL NOT BE LESS THAN FIVE FEET FROM ANY 4. ON WEEKDAYS BETWEEN 7:00 AM AND 11:00AM, A TOTAL OF 58 PARKING 4. CONNECT PROPOSED SANITARY SEWER LINE TO SANITARY MAIN. TEST PIT TO FENCE OR SCREENING NOR LESS THAN FIVE FEET FROM ANY 2500S.F TO 9,999 S.F.=1SPACE SPACES WILL BE AVAILABLE DUE TO TEMPORARY LOADING USE. DETERMINE EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING MAIN PRIOR TO

ICAL LOCATION OF EXISTING MAIN PRIOR TO STRUCTURE. LOADING AREA 1 ADDITIONAL SPACE FOR 0 STALLS 2 STALL CONFORMING SERVICE CONNECTION CONSTRUCTION. INSTALL NEW SANITARY SERVICE PER 3. ALL PROPOSED CURBING SHALL BE CONCRETE PER DETAILS WEST ORANGE ADDITIONAL 10,000 S.F. REFUSE NOTES: MUNICIPAL STANDARDS. 1. OWNER IS RESPONSIBLE FOR SCHEDULING THE PICKUP AND DISPOSAL OF

1. OWNER IS RESPONSIBLE FOR SCHEDULING THE PICKUP AND DISPOSAL OF PROVIDED. 5. PROPOSED UTILITY CONNECTIONS SHALL BE COORDINATED WITH MECHANICAL, NUMBER OF ADA COMPLIANT REFUSE. ELECTRICAL AND PLUMBING (MEP) PLANS PRIOR TO INSTALLATION. TRAFFIC SIGNAGE NOTES: 2 STANDARD ADA STALLS 3 STALLS 2 STALLS CONFORMING PARKING STALLSa 5.1. CONDUIT AND PIPE SIZES SHALL BE COORDINATED AND CONFIRMED WITH MEP 1. ALL PROPOSED TRAFFIC SIGNAGE SHALL CONFORM TO THE PARKING NOTES: DRAWINGS AND MUNICIPALITY STANDARDS. NEW JERSEY DEPARTMENT OF TRANSPORTATION 1. NO PARKING SPACES ARE REQUIRED FOR THE FIRST 1,000 SQUARE FEET OF NOTES:

1. NO PARKING SPACES ARE REQUIRED FOR THE FIRST 1,000 SQUARE FEET OF NOTES: 6. ALL PROPOSED PVC LINES SHALL BE MINIMUM SDR 35. STANDARDS. THE DEVELOPMENT. 1. PER THE 2021 NEW JERSEY IBC CHAPTER 11 SECTION 1106. 2. EXISTING PARKING LOT TO BE DEMOLISHED AND REPAVED ACCORDING TO 1.1. THE PROVISIONS IN THE I-CODES ARE INTENDED TO MEET OR EXCEED THE REQUIREMENTS IN THE FEDERAL ACCESSIBILITY PROVIDED DETAILS. REQUIREMENT FOUND IN THE AMERICANS WITH DISABILITIES ACT AND THE FAIR HOUSING ACT. 2.1. PARKING LOT SHALL BE PAVED WITH OPEN GRADED FRICTION COURSE. 1.2. SIZE OF PARKING STALLS PER THE 2017 NEW JERSEY ACCESSIBILITY CODE CHAPTER 5 SECTION 502. 2.2. SEE PAVING DETAILS FOR ADDITIONAL REQUIREMENTS. 1.3. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC PAINT. 0' 5' 10' 20' 30' 40' 50' 60' DRAWN BY : DESIGN BY : CHECKED BY : SCALE : 1.4. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2% SLOPE IN ALL DIRECTIONS.

SCALE : 1.4. ALL HANDICAPPED PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2% SLOPE IN ALL DIRECTIONS. HP HP JC AS NOTED 2. PER DCA MODEL STATEWIDE MUNICIPAL EV ORDINANCE SECTION E SHEET #: 2.1. ALL PARKING SPACES WITH EVSE AND MAKE-READY EQUIPMENT SHALL BE INCLUDED IN THE CALCULATION OF MINIMUM REQUIRED PARKING SPACES. SCALE: 1/16" = 1'-0" DATE :

05/15/2025 C1.02 2.2. A PARKING SPACE PREPARED WITH EVSE OR MAKE-READY EQUIPMENT SHALL COUNT AS AT LEAST TWO PARKING SPACES FOR BINDING ORDER: 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.

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