PB 25 12 Application

LOADING NOTES: UTILITY 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 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, 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. S.F.= 62 STALLS 2.1. RETAIL: 1 SPACE FROM 2,500 SF TO 9,999 SF. 1 ADDITIONAL SPACE FOR 2. CONNECT

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 2.2. RETAIL AREA: 19,744 SF. EXISTING WATER MAIN PRIOR TO SERVICE CONNECTION CONSTRUCTION. INSTALL NEW 2.3. LOADING SPACE REQUIRED: 2 SPACES. WATER SERVICE PER MUNICIPAL STANDARDS. ON STREET PARKING STALLS ------ ----- 10 STALLS ------- 3. PROPOSED LOADING SPACE: 3. CONNECT PROPOSED GAS LINE TO EXISTING GAS MAIN. TEST PIT TO DETERMINE EXACT 3.1. 1 OFF-STREET LOADING SPOT HORIZONTAL AND VERTICAL LOCATION OF EXISTING MAIN PRIOR TO SERVICE TOTAL PARKING STALLS 62 STALLS 42 STALLS 61 STALLS NON-CONFORMING 3.2. 1 TEMPORARY ON-STREET LOADING SPOT

STALLS 61 STALLS NON-CONFORMING 3.2. 1 TEMPORARY ON-STREET LOADING SPOT CONNECTION CONSTRUCTION. INSTALL NEW GAS SERVICE PER MUNICIPAL STANDARDS. 4. CONNECT PROPOSED SANITARY SEWER LINE TO SANITARY MAIN. TEST PIT TO 2500S.F TO 9,999 S.F.=1SPACE REFUSE NOTES: DETERMINE EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING MAIN PRIOR TO 1 ADDITIONAL SPACE FOR 1. OWNER IS RESPONSIBLE FOR SCHEDULING THE PICKUP AND DISPOSAL OF LOADING AREA 0 STALLS 2 STALL CONFORMING SERVICE CONNECTION CONSTRUCTION. INSTALL NEW SANITARY SERVICE PER REFUSE.

WEST ORANGE ADDITIONAL 10,000 S.F. MUNICIPAL STANDARDS. PARKING NOTES: 5. PROPOSED UTILITY CONNECTIONS SHALL BE COORDINATED WITH MECHANICAL, NUMBER OF ADA COMPLIANT 1. NO PARKING SPACES ARE REQUIRED FOR THE FIRST 1,000 SQUARE FEET OF ELECTRICAL AND PLUMBING (MEP) PLANS PRIOR TO INSTALLATION. 2 STANDARD ADA STALLS 3 STALLS 2 STALLS CONFORMING PARKING STALLSa THE DEVELOPMENT. 5.1. CONDUIT AND PIPE SIZES SHALL BE COORDINATED AND CONFIRMED WITH MEP 2. EXISTING PARKING LOT TO BE DEMOLISHED AND REPAVED ACCORDING TO

2. EXISTING PARKING LOT TO BE DEMOLISHED AND REPAVED ACCORDING TO DRAWINGS AND MUNICIPALITY STANDARDS. NOTES: PROVIDED DETAILS. 6. ALL PROPOSED PVC LINES SHALL BE MINIMUM SDR 35. 1. PER THE 2021 NEW JERSEY IBC CHAPTER 11 SECTION 1106. 2.1. PARKING LOT SHALL BE PAVED WITH OPEN GRADED FRICTION COURSE. 1.1. THE PROVISIONS IN THE I-CODES ARE INTENDED TO MEET OR EXCEED THE REQUIREMENTS IN THE FEDERAL ACCESSIBILITY 2.2. SEE PAVING DETAILS FOR ADDITIONAL REQUIREMENTS. REQUIREMENT FOUND IN THE AMERICANS WITH DISABILITIES ACT AND THE FAIR HOUSING ACT. 1.2. SIZE OF PARKING STALLS PER THE 2017 NEW JERSEY ACCESSIBILITY CODE CHAPTER 5 SECTION 502. 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.

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. JMA02P003.01 02 of 12