01 Preliminary and Major Final Site Plan rcd 10 21 24

OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 8" X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E FRANKLIN AVENUE (60' WIDE) (ASPHALT) 125.00'-TIE E S 21°18'27" W 100.00' S 68°41'33" E 100.00' N 21°18'27" E100.00' N 68°41'33" W 100.00' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ELM STREET (50' WIDE) (ASPHALT) EE X X X X X X X X X X X X X X X X X X X X X MH 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.5 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.0 1.0 1.0 1.0 0.9 0.9 0.8 0.8 0.7 0.6 0.6 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 1.0 1.3 1.3 1.3 1.2 1.2 1.1 1.0 1.0 0.9 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.7 1.7 1.7 1.7 1.6 1.5 1.4 1.3 1.2 1.1 0.9 0.8 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 2.3 2.3 2.2 2.1 1.9 1.8 1.7 1.5 1.4 1.1 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.7 3.0 3.2 3.0 2.7 2.5 2.3 2.1 1.9 1.6 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.9 1.3 3.8 4.3 3.9 3.5 3.1 2.9 2.6 2.3 1.9 1.1 0.9 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.3 1.7 3.1 5.5 4.9 4.3 3.8 3.4 3.1 2.7 1.5 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

4.3 3.9 3.5 3.1 2.9 2.6 2.3 1.9 1.1 0.9 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.3 1.7 3.1 5.5 4.9 4.3 3.8 3.4 3.1 2.7 1.5 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.3 1.7 1.8 6.6 5.8 5.0 4.4 4.0 3.5 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.1 6.7 5.8 5.0 4.5 3.9 3.4 2.9 2.4 2.0 1.6 1.3 1.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.2 7.8 6.6 5.6 5.0 4.4 3.8 3.1 2.6 2.1 1.7 1.4 1.1 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.6 8.9 7.3 6.3 5.5 4.8 4.1 3.4 2.8 2.3 1.9 1.5 1.1 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.6 9.0 7.7 6.7 5.9 5.2 4.4 3.6 3.0 2.4 2.0 1.6 1.2 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.3 8.8 7.7 6.9 6.2 5.4 4.6 3.9 3.2 2.6 2.1 1.6 1.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.1 8.6 7.8 7.1 6.3 5.6 4.8 4.0 3.3 2.7 2.2 1.7 1.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.7 9.1 8.1 7.3 6.6 5.8 5.0 4.1 3.4 2.7 2.2 1.7 1.3 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.1 9.5 8.3 7.5 6.7 6.0 5.1 4.2 3.4 2.8 2.2 1.7 1.3 1.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.3 9.5 8.3 7.4 6.7 6.0 5.1 4.2 3.4 2.8 2.2 1.7 1.3 1.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.5 9.0 8.1 7.3 6.6 5.9 5.1 4.2 3.4 2.8 2.2 1.7 1.3 1.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.9 8.5 7.7 7.1 6.4 5.7 4.9 4.1 3.3 2.7 2.2 1.7 1.3 1.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.7 8.2 7.5 6.9 6.2 5.5 4.7 3.9 3.2 2.6 2.1 1.7 1.3 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.9 8.2 7.3 6.6 5.9 5.2 4.5 3.7 3.1 2.6 2.1 1.7 1.3 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.1 8.4 7.2 6.2 5.5 4.9 4.2 3.5 3.0 2.5 2.1 1.8 1.3 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.0 8.1 6.6 5.7 5.1 4.5 3.9 3.3 2.9 2.7 2.7 2.2 1.7 0.9 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.6 6.9 5.9 5.2 4.6 4.0 3.5 3.0 2.8 3.1 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.1 5.7 5.1 4.6 4.1 3.6 3.2 2.8 2.5 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.1 4.8 4.4 4.0 3.7 3.3 2.8 2.5 2.1 1.9 1.4 0.6 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A (17.5') B (18') B (18') B (18') A (17.5') A (17.5') A (17.5') A (17.5')A (17.5') GENERAL LIGHTING NOTES 1. THE LIGHTING LEVELS DEPICTED WITHIN THE PLAN SET ARE CALCULATED UTILIZING DATA OBTAINED FROM THE LISTED MANUFACTURER. ACTUAL ILLUMINATION LEVELS AND PERFORMANCE OF ANY PROPOSED LIGHTING FIXTURE MAY VARY DUE TO UNCONTROLLABLE VARIABLES SUCH ARE WEATHER, VOLTAGE SUPPLY, LAMP TOLERANCE, EQUIPMENT SERVICE LIFE AND OTHER VARIABLE FIELD CONDITIONS. 2. WHERE APPLICABLE, THE EXISTING LIGHT LEVELS DEPICTED WITHIN THE PLAN SET SHALL BE CONSIDERED APPROXIMATE. THE EXISTING LIGHT LEVELS ARE BASED ON FIELD OBSERVATIONS AND THE MANUFACTURER'S DATA OF THE ASSUMED OR MOST SIMILAR LIGHTING FIXTURE MODEL. 3. UNLESS NOTED ELSEWHERE WITHIN THIS PLAN SET, THE LIGHT LOSS FACTORS USED IN THE LIGHTING ANALYSIS ARE AS FOLLOWS: · LIGHT EMITTING DIODES (LED): 0.90 · HIGH PRESSURE SODIUM: 0.72 · METAL HALIDE: 0.72 4. THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING, PRIOR TO THE START OF CONSTRUCTION, OF ANY PROPOSED LIGHTING LOCATIONS THAT CONFLICT WITH EXISTING/ PROPOSED DRAINAGE, UTILITY, OR OTHER IMPROVEMENTS. 5. THE CONTRACTOR IS RESPONSIBLE TO PREPARE A WIRING PLAN AND PROVIDE ELECTRIC SERVICE TO ALL PROPOSED LIGHTING FIXTURES. THE CONTRACTOR IS REQUIRED TO PREPARE AN AS-BUILT PLAN OF WIRING AND PROVIDE COPIES TO THE OWNER AND STONEFIELD ENGINEERING & DESIGN, LLC. Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-06-LGHT.DWG ISSUE DATE DESCRIPTION NOT APPROVED FOR CONSTRUCTION PRELIMINARY & FINAL MAJOR SITE PLAN BY TITLE: SCALE: PROJECT ID: DRAWING: PROPOSED SITE IMPROVEMENTS ESSEX COUNTY, NEW JERSEY RUT-210050 01 10/08/2024 FOR MUNICIPAL RESUBMISSIONJLO TOWNSHIP OF WEST ORANGE 66 FRANKLIN AVENUE BLOCK 134.02, LOTS 75.03, 79 & 81 Rutherford, NJ · New York, NY · Boston, MA Princeton, NJ · Tampa, FL · Detroit, MI www.stonefieldeng.com Headquarters: 92 Park Avenue, Rutherford, NJ 07070 Phone

ENUE BLOCK 134.02, LOTS 75.03, 79 & 81 Rutherford, NJ · New York, NY · Boston, MA Princeton, NJ · Tampa, FL · Detroit, MI www.stonefieldeng.com Headquarters: 92 Park Avenue, Rutherford, NJ 07070 Phone 201.340.4468 · Fax 201.340.4472 M. VEGA INVESTMENTS LLC AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER GRAPHIC SCALE IN FEET 0' 20'10'10' 1" = 10' LIGHTING PLAN C-6 1" = 10' A (XX') X.X PROPOSED CALCULATION AREA SYMBOL DESCRIPTION PROPOSED 0.5 FC ISOMETRIC LINE (FIXTURE) PROPOSED LIGHTING FIXTURE (MOUNTING HEIGHT) PROPOSED LIGHTING INTENSITY (FOOTCANDLES) PROPOSED AREA LIGHT PROPOSED BUILDING MOUNTED LIGHT PROPOSED LUMINAIRE SCHEDULE MANUFACTURERLLFDISTRIBUTIONSECURITY LIGHTINGQUANTITYLABELSYMBOL IES FILE A 6 FT 0.9LTE56 5”/6” RECESSED BAFFLE LED TRIM BULK PACKS COOPER LIGHTING LT560WH6930 LIGHTING REQUIREMENTS CODE SECTION REQUIRED PROPOSED § 25-14.2 MINIMUM ILLUMINATION LEVELS: PEDESTRIAN WALKWAYS - 0.9 FC PARKING AREAS - 2.0 FC 0.4 FC 0.8 FC (W) (W) WAIVER B 3 5WQ 0.9USSL DISCRETE LED COOPER LIGHTING USSL-XL-PA3A-730-U-5WQ PROPOSED 0.5 FC ISOMETRIC LINE (SITE) AFTER 10:00 PM AND BEFORE 7:00 AM, ALL LIGHTS INDICATED WITH A (D) WILL BE DIMMED TO MAINTAIN SECURITY LIGHT LEVELS.