05_481 Eagle Rock Ave West Orange NJ Preliminary and Final Major Site Plan 08222024

BLOCK 152.01 LOT 1445.01 0.9' 251.44'S36°13'17"E(S.P.) S53°06'40"E(D) BLOCK 152.01 LOT 1445.01 TBM-B LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMIT OF DISTURBANCE SF. (±8,082 ±0.19 AC) R/D R/D 551 549 R/D 549 R/D R/D R/D 548 ME|G 549.51± ME|G 549.59± ME|G 549.54± ME|G 551.00± G 550.40 G 550.65 G 550.65 ME|G 548.38± ME|G 548.17± G 550.05 G 550.08 G 550.08 ME|G 548.40± 549 R/D R/D 548 G 550.08 550 550 G 548.45 30' REAR YARD SETBACK 10' SIDE YARD SETBACK 20' (TYP.) 8' (TYP.) 20' 8' PROPOSED CANOPY FOR FOUR (4) SMOKERS ON CONCRETE PAD 585 SF PROP. TWO (2) ADDITIONAL WALK-IN COOLERS (TO BE DESIGNED BY OTHERS) 24.7' CONC. PAD ELEV: 550.08 5' ACCESSORY USE/PARKING SETBACK 5' ACCESSORY USE/PARKING SETBACK PROP. ROOF DRAIN TO SPLASH BLOCK (TYP.) PROP. 67' L X 2' W X 2' D STONE TRENCH WITH AN 8" PERFORATED PIPE (SEE DETAIL) LIMIT OF SITE IMPROVEMENTS AND SUBJECT AREA OF THIS PLAN PROP. BLAST CHILLER (TO BE DESIGNED BY OTHERS) 160 SF PROP. CONCRETE SIDEWALK 111 SF PROP. 59 LF 8" HDPE @ 1.00% SL.STM. PROP. FES INV.: 546.00 PROP. 17 LF 8" HDPE @ 2.3% SL.STM. PROP. CLEANOUT INV.: 546.39 PROP. CLEANOUT INV.: 546.98 PROP. CLEANOUT INV.: 547.49 PROPOSED CANOPY FOR SIX (6) SMOKERS ON CONCRETE PAD 1000 SF EXIST. CANOPY WITH TWO (2) SMOKERS EXIST. ABOVE GROUND TANKS TO BE RELOCATED DURING SITE WORK PROP. ROOF DRAIN TO SPLASH BLOCK (TYP.) 22.5' 13' 20' 3.6' 5' 5' 9' 5' 13' PROP. SIDEWALK ME|TS: ±548.45 ME|G: ±548.05 CONC. PAD ELEV: ±548.45 CONC. PAD ELEV: ±548.45 ME|TS: ±548.45 ME|G: ±547.85 ME|TS: ±548.45 ME|G: ±547.33 TS: ±548.45 G: ±547.98 ME|TS: ±548.45 ME|G: ±548.42 TS: ±550.08 G: ±548.14 TS: ±550.08 G: ±549.38 TS: ±550.08 G: ±548.38 TS: ±548.45 G: ±548.20 APPOX. LIMIT OF PROP. CONC. SIDEWALK CONTRACTOR TO FIELD VERIFY THE EXISTING PAD FINISHED FLOOR ELEVATION. THE CIVIL ENGINEER OF RECORD MUST BE NOTIFIED IMMEDIATELY PRIOR TO CONSTRUCTION, IF ANY DISCREPANCIES ARISE PROP. 15 LF 8" PERF. HDPE @ 1.00% SL.STM. PROP. CLEANOUT INV.: 546.82 TS: ±550.08 G: ±549.91 12' TS: ±550.90 G: ±550.53 PROPOSED CANOPY ON CONCRETE PAD 120 SF PROP. SIDEWALK TS: ±550.90 G: ±549.94 TS: ±550.90 G: ±550.58 50' CONC. PAD ELEV: ±550.90 4' PROP. 51 LF 8" PERF. HDPE @ 1.00% SL.STM. 5.2' 10' PROP. 4

G: ±550.53 PROPOSED CANOPY ON CONCRETE PAD 120 SF PROP. SIDEWALK TS: ±550.90 G: ±549.94 TS: ±550.90 G: ±550.58 50' CONC. PAD ELEV: ±550.90 4' PROP. 51 LF 8" PERF. HDPE @ 1.00% SL.STM. 5.2' 10' PROP. 4 LF SIDEWALK PAINTED 'TRAFFIC YELLOW' TS: ±550.90 G: ±549.89 TS: ±548.45 G: ±548.00 31' PROP. CLEANOUT INV. OUT: 545.50 PROP. CLEANOUT INV. IN: 545.01 INV. OUT: 545.01 PROP. CLEANOUT INV. OUT: 544.94 PROP. 49 LF 8" PERF. HDPE @ 1.00% SL.STM. PROP. 7 LF 8" PERF. HDPE @ 1.00% SL.STM. W E S NAD83 11 EAGLE ROCK AVENUE (A.K.A. C.R. 611) (VARIABLE WIDTH R.O.W.) ROSNEY TERRACE (50' WIDE R.O.W.) BLACKBURNE TERRACE (50' WIDE R.O.W.) ROBERTSON ROAD(50' WIDE R.O.W.) P.O.B. R=607.27' D=024°37'50" L=261.06' CHB=N50° 21' 57"W(S.P.) N67° 15' 20"W(D) CHD=259.05' N38°03'02"W(S.P.) N54°56'25"W(D) 155.90' N18°51'43"E(S.P.) 488.98' N01°58'20"E(D) 300.00' S76°08'17"E(S.P.) N86°58'20"E(D) S71°53'17"E(S.P.) 240.00' S88°46'40"E(D) S36°13'17"E(S.P.) 251.44' S53°06'40"E(D) S21°02'03"W(S.P.) 534.83' S04°08'40"W(D) 488.98' N18°51'43"E(S.P.) N01°58'20"E(D) S21°02'03"W(S.P.) S04°08'40"W(D) 534.83' S04°31'17"E(S.P.) S21°24'40"E(D) 67.74' N62°40'52"W 111.31' N66°35'25"W 160.25' N62°40'52"W 110.14' S36°13'17"E(S.P.) S53°06'40"E(D) AREA OF IMPROVEMENTS C-301 SITE AND GRADING PLAN 0 SCALE: 1" = 10' 10 102.55 THIS PLAN TO BE UTILIZED FOR SITE AND GRADING LAYOUT PURPOSES ONLY 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 06/12/2024 REV. PER CLIENT COMMENTS CM JH/ BC 08/22/2024 REV. PER CLIENT COMMENTS CC JH/BC 08/22/2024 PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR G:\2023\NJD230089.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-SITE-NJD230089.00-2A----->LAYOUT: C-301 SITE CM THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NJD230089.00-2A JK JH/BC 01/03/2024 P-CIVL-SITE PRELIMINARY & FINAL MAJOR SITE PLAN WONDER GROUP, INC. PROPOSED SITE IMPROVEMENTS MAP: 79 | BLK: 152.01 | LOT: 1445.01 481 EAGLE ROCK AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org NJ CERT. OF AUTHORIZATION NO. 24GA28161700 & MH000122 BOHLER ENGINEERING NJ, LLC 30 GARBER SQUARE RIDGEWOOD, NJ 07450 Phone: (551)

ETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org NJ CERT. OF AUTHORIZATION NO. 24GA28161700 & MH000122 BOHLER ENGINEERING NJ, LLC 30 GARBER SQUARE RIDGEWOOD, NJ 07450 Phone: (551) 307-1400 www.BohlerEngineering.com ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL PROFESSIONAL ENGINEER B.S. CROWDER NEW JERSEY LICENSE No. 52263 PENNSYLVANIA LICENSE No. 086764 NEW YORK LICENSE No. 100802 TM THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES BOHLER ZONING TABLE ZONE: B-2 (GENERAL BUSINESS), IHO-1 (INCLUSIONARY HOUSING OVERLAY) USE: RESTAURANT BLOCK: 152.01 | LOT(S): 1445.01 APPLICANT/ OWNER INFORMATION APPLICANT: WONDER GROUP, INC. 11 COMMERCE DRIVE CRANFORD, NJ 07016 PROPERTY OWNER: MAYFAIR FARMS HOLDING CORPORATION 481 EAGLE ROCK AVENUE WEST ORANGE, NJ 07052 BULK REQUIREMENTS ITEM CODE REQUIRED EXISTING PROPOSED MIN. LOT AREA § 25 ATTACHMENT 3 10,000 SF 476,210 SF NO CHANGE MIN. LOT WIDTH § 25 ATTACHMENT 3 NO MINIMUM 793.1' NO CHANGE MIN. YARD SETBACKS FRONT YARD § 25 ATTACHMENT 3 30' 330.8' NO CHANGE SIDE YARD § 25 ATTACHMENT 3 10' + 10' 133.2' NO CHANGE REAR YARD § 25 ATTACHMENT 3 30' 156.0' 31' MAX. PERMITTED HEIGHT § 25 ATTACHMENT 3 2.5 STORIES, NOT EXCEEDING 35' 2 STORIES NO CHANGE MAX. LOT COVERAGE § 25 ATTACHMENT 3 60% 39.1% (186,162 SF) 39.6% (188,771 SF) MAX. BUILDING COVERAGE § 25 ATTACHMENT 3 40% 6.3% (29,888 SF) 6.6% (31,487 SF) MIN. ACCESSORY STRUCTURE SETBACK § 25-8.1 5' FROM ANY PROPERTY LINE * 39.5' 31' KEY = VARIANCE REQUIRED * IN ANY DISTRICT NO ACCESSORY STRUCTURE, BUILDING, STORAGE AREA, OFF-STREET PARKING AREA OR TRUCK LOADING SPACE SHALL BE PERMITTED WITHIN FIVE FEET OF A PROPERTY LINE. KEY MAP SCALE = 1" = 150' PARTIAL SITE PLAN NOTE (Rev. 1/2023) THE SITE DESIGN INFORMATION INCLUDING, BUT NOT LIMITED TO, DRAWINGS, NOTATIONS AND/OR CALCULATIONS WHICH THE PROFESSIONAL OF RECORD AND BOHLER ENGINEERING, (HEREIN "BOHLER") ARE PROVIDING WITHIN THIS PLAN IS STRICTLY LIMITED TO THE AREA OF THE SITE WHICH IS DESCRIBED AS THE "SUBJECT AREA OF THIS PLAN". ANY INFORMATION WHICH IS

ORD AND BOHLER ENGINEERING, (HEREIN "BOHLER") ARE PROVIDING WITHIN THIS PLAN IS STRICTLY LIMITED TO THE AREA OF THE SITE WHICH IS DESCRIBED AS THE "SUBJECT AREA OF THIS PLAN". ANY INFORMATION WHICH IS INCLUDED ON THIS PLAN, BUT IS NOT INCLUDED IN THE AREA DESCRIBED AS THE "SUBJECT AREA OF THIS PLAN" CONSTITUTE GRAPHICAL REPRESENTATIONS OF EXISTING CONDITIONS ONLY, TAKEN FROM THE REFERENCED DOCUMENTS AND INFORMATION. THIS INFORMATION IS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. "GRAPHICAL REPRESENTATIONS OF THE EXISTING CONDITIONS" ARE NOT PART OF THE PROFESSIONAL OF RECORD AND BOHLER WORK AND ARE NOT PART OF THE SITE DESIGN. THE PROFESSIONAL OF RECORD AND BOHLER, CONSEQUENTLY, ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GRAPHICAL REPRESENTATIONS. NJ, LLC TYPICAL NOTE TEXT LEGEND CONTOUR LINE SPOT ELEVATIONS LIMIT OF SITE IMPROVEMENTS PROPOSED NOTE 190 187 TOP OF SLAB ELEVATIONS TS: ±548.45 G: ±548.28 G 548.99 ME|G 548.84±