Supporting Documentation · Nov 14, 2024
481 Eagle Rock Ave West Orange NJ Preliminary Final Major Site Plan 11042024
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Show all pagesBLOCK 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 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 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 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMIT OF DISTURBANCE SF. (±8,102 ±0.19 AC) TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF R/D R/D 551 549 R/D 549 R/D R/D R/D 548 549 R/D R/D DC SF SF SF SF SF SF SF SF SF PROP. SILT FENCE (TYP) TEMPORARY SOIL STOCKPILE (TYP) 548 550 550 549 PROPOSED CANOPY FOR FOUR (4) SMOKERS ON CONCRETE PAD 585 SF PROP. TWO (2) ADDITIONAL WALK-IN COOLERS (TO BE DESIGNED BY OTHERS) CONC. PAD ELEV: 550.08 LIMIT OF SITE IMPROVEMENTS AND SUBJECT AREA OF THIS PLAN PROP. BLAST CHILLER (TO BE DESIGNED BY OTHERS) 160 SF PROPOSED CANOPY FOR SIX (6) SMOKERS ON CONCRETE PAD 1000 SF EXIST. CANOPY WITH TWO (2) SMOKERS CONC. PAD ELEV: ±548.45 CONC. PAD ELEV: ±548.45 URBONB URBONB BouC PROPOSED CANOPY ON CONCRETE PAD 120 SF CONC. PAD ELEV: ±550.60 PROP. TREE PROTECTION FENCE (TYP) REFER TO THE TRASH ENCLOSURE INSET 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) 30' REAR YARD SETBACK 30' REAR YARD SETBACK 10' SIDE YARD SETBACK 10' SIDE YARD SETBACK 30' FRONT YARD SETBACK 5' ACCESSORY USE/PARKING SETBACK 5' ACCESSORY USE/PARKING SETBACK AREA OF IMPROVEMENTS W E S NAD83 0.6' S21°02'03"W(S.P.) S04°08'40"W(D) 534.83' LIMIT OF SITE IMPROVEMENTS AND SUBJECT AREA OF THIS PLAN THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY LIMIT OF DISTURBANCE LINE
S21°02'03"W(S.P.) S04°08'40"W(D) 534.83' LIMIT OF SITE IMPROVEMENTS AND SUBJECT AREA OF THIS PLAN THIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY LIMIT OF DISTURBANCE LINE HAS BEEN OFFSET FOR GRAPHICAL PURPOSES. ACTUAL LIMIT OF DISTURBANCE WILL OCCUR AT THE SILT FENCE OR LIMIT OF GRADING. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES (Rev. 5/2023) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. 3. THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. THE CONTRACTOR MUST IMMEDIATELY PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION & RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION & RESPONSE PROCEDURES. 0 SCALE: 1" = 10' 10 102.55 C-801 SOIL EROSION AND SEDIMENT CONTROL PLAN 1 2 3 REVISION 3 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 06/12/2024 REV. PER CLIENT COMMENTS CM JH/ BC 08/28/2024 REV. PER CLIENT COMMENTS CM JH/BC 11/04/2024 REV. PER TOWNSHIP COMMENTS CM JH/BC 11/04/2024 PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR \\BOHLERENG.NET\SHARES\NJ-PROJECTS\2023\NJD230089.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-SITE-NJD230089.00-3A----->LAYOUT: C-801 EROS 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: NJD230089.00-3A 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
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) 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 KEY MAP SCALE = 1" = 150' BOONTON - URBAN LAND, BOONTON SUBSTRATUM COMPLEX, 8 TO 15 PERCENT SLOPES URBAN LAND, BOONTON SUBSTRATUM, 0 TO 8 PERCENT SLOPES SF SF SF SF SF LEGEND PROPOSED TEMPORARY STOCK PILE SILT FENCE LIMIT OF DISTURBANCE TREE PROTECTION FENCE DUST CONTROL SF LOD TPF DC BouC URBONB EXISTING PAVEMENT TO ACT AS CONSTRUCTION ENTRANCE/ EXIT TRASH ENCLOSURE INSET SCALE: 1" = 20' 0 SCALE: 1" = 20' 20 20510
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- Sep 29, 2026
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