Dynamic Mavis Tire Supply LLC West Orange Site Plan Rendering

oil - N > We ~~ C63 Secale SOE t yee *, 7 . aN say. COPYRIGHT © 2026 - DYNAMIC ENGINEERING CONSULTANTS, PC - ALL RIGHTS RESERVED @ wmH4) as 3 Z = ' | a f Nt ay t UMIT OF Pp ; 3 TO ats iiae ENUE I is | ¥ ‘Veor|)- mse I OF me e| i “| \2a= 4 o Va 2020093974 TaD fir< mo as WE } Hn oars ' Ae i ard 7 onl AEN A 4 Vi se J j =| Loe fi! TIT eee ’ | rink ae onementied MP ats q ’ 5 = ; ‘ J ‘e - a = ~@a )) y- \ % a. Gi Tie ; ast y) es SF - x Py lees Ptr Re * %, Pee fe pee, \ 119.6" TAX LOT 64.01 ps _ Mr BLOCK 100g ep Nt No oopuos ae “e 32,118 SF, 0.74 AC. ® P _— PROP. EMERGENCY EXIT DOOR 4 + - ; Wh ' } 10 . ‘ 2. ns J2 ? * & 2 12 ' > — 4 ‘= ri | N st . ; ie (PU rm , ee ALA a 7! he Ns Saeed ' Nay hs THE PROPOSED WASTE OIL TANK WILL “ LOCATED WITHIN THE BUILDING FOOTPRIN REFER TO ARCHITECTURAL PLANS, PREPA| BY LARSON DESIGN GROUP, FOR ADDITIO INFORMATION AND DETAILS. GENERAL NOTES 1. THIS PLAN HAS BEEN PREPARED BASED ON REFERENCES INCLUDING: ALTA/NSPS LAND TITLE. SURVEY PREPARED BY: DYNAMIC SURVEY, LI LC 50 PARK PLACE 9TH TOOK SUITE 901 NEWARK, NEW JERSEY 07° DATED: 12/04/2024, LAST REVISED: 12/17/2024 SURVEYOR FILE NO: 1956-24-04170 2. APPLICANT: MAVIS TIRE SUPPLY, LLC 100 HILLSIDE AVENUE, WHITE PLAINS, NY 10603 3. OWNER: 18 PROSPECT STREET LLC MORRIS PLAINS, NJ 07950 4, PARCEL DATA: BLOCK 105, LOT 64.01 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY 5. ZONE: ZONE B-2 (GENERAL BUSINESS DISTRICT) 6. EXISTING USE: OFFICE (PERMITTED USE) (§25-7.1) 7. PROPOSED USE: RETAIL (PERMITTED USE) (§25-7.1 3. SCHEDULE OF ZONING REQUIREMENTS (§25-7.1) ro) MOTOR VEHICLE SERVICE STATION {Nok-SPECIED USE) (V) ZONE REQUIREMENT ZONE B-2 EXISTING PROPOSED MINIMUM LOT AREA 10,000 SF (0.23 Ac) 32,118 SF (0.74 Ac) | 32,118 SF (0.74 Ac) MINIMUM LOT WIDTH 40 FT 169 FT 169 FT MINIMUM LOT FRONTAGE 40 FT 165 FT 165 FT MINIMUM LOT DEPTH N/s 193 FT 193 FT MINIMUM FRONT YARD SETBACK (PROSPECT AVENUE) 30 FT 91.8 FT 43.0 FT MINIMUM FRONT YARD SETBACK (BLUEBERRY BEND) 25 FT 69.5 FT 93.2 FT MINIMUM REAR YARD SETBACK 30 FT 30.8 FT 30.0 FT MINIMUM SIDE YARD SETBACK 10 FT 42.8 FT 19.6 FT MINIMUM COMBINED SIDE YARD SETBACK 20 FT 112.3 FT 112.8 FT MINIMUM BUFFER WIDTH 20 FT TO RESIDENTIAL 20 FT 20 FT MINIMUM DRIVE AISLE SIDE YARD SETBACK 5 FT 0 FT) 0 FT (€) MAXIMUM BUILDING HEIGHT 2.5 STORIES, < 35 FT | 2 STORIES 1 STORY MAXIMUM BUILDING COVERAGE (BY BUILDINGS &

20 FT TO RESIDENTIAL 20 FT 20 FT MINIMUM DRIVE AISLE SIDE YARD SETBACK 5 FT 0 FT) 0 FT (€) MAXIMUM BUILDING HEIGHT 2.5 STORIES, < 35 FT | 2 STORIES 1 STORY MAXIMUM BUILDING COVERAGE (BY BUILDINGS & CANOPIES) | 40% 10.4% (3,338 SF) 20.6% (6,618 SF) MAXIMUM IMPERVIOUS COVERAGE 60% 59.9% (19,241 SF) 63.3% (20,335 SF)(V) N/S: NO STANDARD N/A: NOT APPLICABLE (E): EXISTING NON-CONFORMANCE (V): VARIANCE SIGNAGE TABLE SIGN REQUIREMENTS EXISTING PROPOSED. NUMBER OF SIGNS: 1 | NUMBER OF SIGNS: 1 | NUMBER OF SIGNS: 1 MAXIMUM SIGN AREA: 50 SF | SIGN AREA: N/A | SIGN AREA: 48.5 SF MONUMENT MAXIMUM SIGN HEIGHT: 8 FT | SIGN HEIGHT: N/A | SIGN HEIGHT: 8 FT MAXIMUM SIGN WIDTH: FT (INCLUDING SUPPORT STRUCTURE) | SIGN WIDTH: 3 FT | SIGN WIDTH: 1 fT MINIMUM FRONT YARD SIGN SETBACK: 10 FT | FRONT YARD SIGN SETBACK: 0 FT (E) | FRONT YARD SIGN SETBACK: 14.5 FT MINIMUM SIDE YARD SIGN SETBACK: 25 FT_| SIDE YARD SIGN SETBACK: 60 FT | SIDE YARD SIGN SETBACK: 60_FT NUMBER OF FACADE SIGNS: 1] NUMBER OF SIGNS: N/A | NUMBER OF SIGNS: 1 MAXIMUM FACADE SIGN AREA: 120 SF | SIGN AREA: N/A | SIGN AREA: 100 SF WEST FACADE: BULDING MOUNTED "MAVIS DISCOUNT TIRE” SIGN: 100 SF TOTAL FACADE SIGN AREA: 100 SF MAX,_PROJECTION: 1_FT_|_ PROJECTION: N/A_|_ PROJECTION: SIN N/S: NO. STANDARD N/A: NOT APPLICABLE (E): EXISTING NON-CONFORMANCE (V): VARIANCE [1] MONUMENT AND FREESTANDING SIGNS SHALL ONLY BE LOCATED IN THE FRONT YARD. (§25~-15.3.C.2(D)) PROPOSED STANDARD DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT ora Ae . ate PROPOSED CONCRETE SIDEWALK 4 : 4 GRAPHIC_SCALE -20 0 10 20 40 80 (IN FEET) 1 INCH = 20 FT. [THIS DRAWING HAS BEEN PREPARED BASED ON A SITE PLAN SET DATED 07/16/2025, LAST REVISED 04/27/2026.| THIS Ser IS FOR PERMITTING ONLY MAY NOT CONSTRUCTION DYNAMIC ENGINEERING LAND DEVELOPMENT CONSULTING © PERMITTING ¢ GEOTECHNICAL @ ENVIRONMENTAL Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 5 Greentree Centre, Suite 406 Mariton, NJ 08053, T: 856.334.2000 F. 7329743521 www.dynamicec.com @ SURVEY ¢ PLANNING & ZONING SITE PLAN RENDERING MAVIS TIRE SUPPLY, LLC PROPOSED AUTOMOTIVE SERVICE AND RETAIL CENTER BLOCK 105, LOT 64.01 460 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY JOB No: 1956—24-04187 DATE: 05/18/2026 DRAWN BY: vf SCALE: 4 1"=20 DESIGNED BY: KED SHEET

AIL CENTER BLOCK 105, LOT 64.01 460 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY JOB No: 1956—24-04187 DATE: 05/18/2026 DRAWN BY: vf SCALE: 4 1"=20 DESIGNED BY: KED SHEET No: > & TITLE: PROJECT: o e 5 E E 8 oO 2 3 a 3 & PROFESSIONAL ENGINEER NEW JERSEY LICENSE No. 43547 RODMAN R. RITCHIE || ROBERT P. FREUD PROFESSIONAL ENGINEER NEW JERSEY LICENSE No. 41938 CHECKED BY: RRR CHECKED BY: PROTECT YOURSELF FOR STATE SPECIFIC ORECT PHONE NUMBERS VST: 1.COM Rev. # 0 WWW.CALL81