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 BLOCK 134.02, LOT 75.03, 79 & 81 N/F LANDS OF M. VEGA INVESTMENTS LLC (DB 20200 PG 28277) CONTAINING: (10,000 S.F. OR 0.229 AC.) POB N: 713,608.072 E: 567,547.407 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 BLDG: 3.1' X X X BLDG: 7.9' BLDG: 8.1' BLDG: 5.2' BLDG: 5.5' BLDG: 2.6' BLDG: 0.8' GATE WALL: 1.4' A/C GRAVEL CONC. ASPHALT ASPHALT ASPHALT ASPHALT SHED: 4.2' 1 STORY MASONRY GARAGE 15" RCP PIPE TYPE & SIZE UNKNOWN (RECESSED PIPE) PIPE TYPE & SIZE UNKNOWN (RECESSED PIPE) 10" CLAY 6" CLAY 10" CLAY 10" CLAY 10" CLAY INLET GRT.=237.31' INV.=234.44' DR. MH. RIM = 237.64' INV.(a)= 232.59' INV.(b)= 232.74' INV.(c)= 234.03' (a) (b) (c) SAN. SEWER MH. RIM = 237.43 INV.(a)= 228.50' INV.(b)= 228.56' INV.(c)= 228.99' INV.(d)= 231.61' (d) (b) (c) (a) WHITE STRIPE CONC. WALK OVERHANG TRENCH DRAIN GRT.=235.14' WHITE STRIPE WHITE STRIPE YELLOW STRIPE YELLOW STRIPE BLDG: 0.2' BLDG: 0.6' BLOCK 134.02, LOT 75.03 TRACT TWO BLOCK 134.02, LOT 81 TRACT THREE BLOCK 134.02, LOT 75 N/F LANDS OF DIDIT AGAIN, LLC (DB 12079 PG 2428) BLOCK 134.02, LOT 95 N/F LANDS OF KENNETH & W. MAUREEN ROSEN (DEED NOT RECOVERED) BLOCK 134.02, LOT 93 N/F LANDS OF HUMBERTO & MARIA CHAVEZ (DB 12054 PG 1833) BLOCK 134.02, LOT 96 N/F LANDS OF HUGO & ANA SANTERO (DEED NOT RECOVERED) BLOCK 134.02, LOT 91 N/F LANDS OF LAURA E. LLIGUICOTA (DB 20190 PG 90408) BLOCK 134.02, LOT 82 N/F LANDS OF CHESTNUT ASSETS, LLC (DB 12520 PG 9757) BLOCK 134.02, LOT 79 TRACT ONE FENCE: 0.6' FENCE: 1.4' CONC. WALK OVERHANG PLANTER MAS. WALL PAVERS CONC. WALK B.B. CURB FENCE: 0.8' 2.8' FENCE: 0.4' FENCE ON LINE FENCE: 0.1' FOUND IRON PIPE: 3.6' WHEEL TRACK FOR ROLLING GATE (CONC.) D.C. D.C. CONC. WALK B.B. CURB MAS. WALL WALL: 0.3' WALL: 0.3' FENCE: 0.2' FENCE: 0.3' 0.4' CONC. WALK SIGN: "NO PARKING" UP E E TWO ELEC. METERS FRANKLIN AVENUE (60' WIDE) (ASPHALT) CONC. WALL CONC. WALL MAS. WALL MAS. WALL ASPHALT CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE GRASS GRASS CHAIN LINK FENCE CONC. WALK LIMITED ACCESS (DEBRIS) WHITE STRIPE B.B.

' WIDE) (ASPHALT) CONC. WALL CONC. WALL MAS. WALL MAS. WALL ASPHALT CHAIN LINK FENCE CHAIN LINK FENCE CHAIN LINK FENCE GRASS GRASS CHAIN LINK FENCE CONC. WALK LIMITED ACCESS (DEBRIS) WHITE STRIPE B.B. CURB PAVERS BENCHMARK MAGNAIL ELEV=234.03' N:713,614.93 E:567,493.04 SIGN: "NO PARKING" B.B. CURB 86.7' 86.7' 22.1' 22.3' 1 STORY FRAME SHED (ON BLOCKS) 12.7' 13.0' 10.8' 10.8' 1 STORY FRAME GARAGE WHITE STRIPE BENCHMARK MAGNAIL ELEV=236.15' 125.00'-TIE ROLLING CHAIN LINK GATE VINYL FENCE UP/LP #6923 WO UP #BTUI 454 SIGN: "JAIR'S AUTO MECHANIC" GRASS GRASS GRASS GRASS GRASS LANDSCAPING ICV G.W. E UP W/3 TRANS. B.B. CURB B.B. CURB 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' WOOD FENCE C.L.F. ALONG MAS. WALL GATE E.P. 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 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 LIMITED ACCESS (DEBRIS) OVERHEAD WIRE ABOVE BUILDING CONC. CHAIN LINK FENCE X X 1 STORY MASONRY WOOD FENCE LIMITED ACCESS (DEBRIS) BOLLARD INTERIOR LOT LINE (TYP.) ELM STREET (50' WIDE) (ASPHALT) 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 (10,362 SF, 0.24 AC) LIMITS OF CONCRETE SIDEWALK TO BE REMOVED LIMITS OF BELGIAN BLOCK CURB TO BE REMOVED EXISTING FENCE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING 1-STORY FRAME SHED TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING BRICK WALL TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING BELGIAN BLOCK CONCRETE CURB TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING CONCRETE DRIVEWAY TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING CONCRETE SIDEWALK TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING FENCE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING 1-STORY BUILDING TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. EXISTING ADJACENT BUILDING TO BE PROTECTED THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING UTILITY SERVICES AND ENSURE CONSTRUCTION ACTIVITIES DO NOT IMPACT EXISTING BUILDING AND/OR BUILDING FOUNDATION. EXISTING GUY WIRE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION LIMIT OF EXISTING FENCE TO BE REMOVED EXISTING ADJACENT BUILDING TO

IES DO NOT IMPACT EXISTING BUILDING AND/OR BUILDING FOUNDATION. EXISTING GUY WIRE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION LIMIT OF EXISTING FENCE TO BE REMOVED EXISTING ADJACENT BUILDING TO BE PROTECTED THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING UTILITY SERVICES AND ENSURE CONSTRUCTION ACTIVITIES DO NOT IMPACT EXISTING BUILDING AND/OR BUILDING FOUNDATION. ANY SETTLED OR DAMAGED SIDEWALK OR DRIVEWAY APRONS ALONG THE SITE FRONTAGE SHALL BE REPLACED DURING CONSTRUCTION AS DIRECTED BY THE MUNICIPAL ENGINEER EXISTING ELECTRICAL SERVICE AND ASSOCIATED EQUIPMENT TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING CHAIN LINK GATE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING BRICK WALL TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION LIMIT OF EXISTING FENCE TO BE RELOCATED EXISTING CONCRETE WALL TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING OVERHEAD WIRE ABOVE BUILDING TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING TRENCH DRAIN TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING 6 FT X 4.5 FT WINDOW SIGN TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION DEMOLITION NOTES 1. THE WORK REFLECTED ON THE DEMOLITION PLAN IS TO PROVIDE GENERAL INFORMATION TOWARDS THE EXISTING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE CONTRACTOR IS RESPONSIBLE TO REVIEW THE ENTIRE PLAN SET AND ASSOCIATED REPORTS/REFERENCE DOCUMENTS INCLUDING ALL DEMOLITION ACTIVITIES AND INCIDENTAL TASKS NECESSARY TO COMPLETE THE SITE IMPROVEMENTS. 2. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF DEMOLITION ACTIVITIES. 3. EXPLOSIVES SHALL NOT BE USED UNLESS WRITTEN CONSENT FROM BOTH THE OWNER AND ANY APPLICABLE GOVERNING AGENCY IS OBTAINED. BEFORE THE START OF ANY EXPLOSIVE PROGRAM, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL LOCAL, STATE, AND FEDERAL PERMITS. ADDITIONALLY, THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL SEISMIC TESTING AS REQUIRED AND ANY DAMAGES AS THE RESULT OF SAID DEMOLITION PRACTICES. 4. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL UTILITIES ARE DISCONNECTED IN ACCORDANCE WITH THE UTILITY AUTHORITY'S REQUIREMENTS PRIOR TO STARTING THE DEMOLITION OF ANY STRUCTURE. ALL EXCAVATIONS ASSOCIATED WITH DEMOLISHED STRUCTURES OR REMOVED TANKS SHALL BE BACKFILLED WITH SUITABLE

CE WITH THE UTILITY AUTHORITY'S REQUIREMENTS PRIOR TO STARTING THE DEMOLITION OF ANY STRUCTURE. ALL EXCAVATIONS ASSOCIATED WITH DEMOLISHED STRUCTURES OR REMOVED TANKS SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO SUPPORT SITE AND BUILDING IMPROVEMENTS. A GEOTECHNICAL ENGINEER SHOULD BE PRESENT DURING BACKFILLING ACTIVITIES TO OBSERVE AND CERTIFY THAT BACKFILL MATERIAL WAS COMPACTED TO A SUITABLE CONDITION. 5. DEMOLISHED DEBRIS SHALL NOT BE BURIED ON SITE. ALL WASTE/DEBRIS GENERATED FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL RECORDS OF THE DISPOSAL TO DEMONSTRATE COMPLIANCE WITH THE ABOVE REGULATIONS. Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-03-DEMO.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 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' DEMOLITION PLAN C-3 1" = 10' SYMBOL DESCRIPTION FEATURE TO BE REMOVED / DEMOLISHED LOD LIMIT OF DISTURBANCE R Know what's below Call before you dig. ALL SITE FEATURES WITHIN THE LIMIT OF DISTURBANCE INDICATED ON THIS PLAN ARE TO BE REMOVED / DEMOLISHED UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IF SIGNIFICANT DISCREPANCIES ARE DISCERNED BETWEEN THIS PLAN AND FIELD CONDITIONS ALL EXISTING UTILITY CONNECTIONS AND ASSOCIATED DEVICES TO THE SINGLE-STORY BUILDING TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION