01 Site Plan Set

E E E GV UP # UP # UP # 6923 WO UP # BTU1454 N 68°41'33" W FRANKLIN AVENUE GRAVEL PARKING AREA GRASS ASPHALT PARKING AREA 1 STORY FRAME SHED 1 STORY MASONRY BUILDING 1 STORY MASONRY GARAGE OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH BELGIAN BLOCK CURB ASPHALT (A) (B) SAN. SEWER MH. RIM = 237.43 INVERT (A)= 228.50' INVERT (B)= 228.56' INVERT (C)= 228.99' INVERT (D)= 231.61' 10" CLAY 15" RCP INLET GRT.=237.31' INVERT (A)=234.44 (A) DR. MH. RIM = 237.64' INVERT (A)= 232.59' INVERT (B)= 232.74' INVERT (C)= 234.03' (C)(A) (B) (D) (C) BLOCK 134.02, LOT 75.03, 79 & 81 N/F LANDS OF M. VEGA INVESTMENTS LLC DB 20200 PG 28277 10,000 SQUARE FEET OR 0.229 ACRE BLOCK 134.02, LOT 75.03 TRACT TWO BLOCK 134.02, LOT 81 TRACT THREE 10" CLAY BENCHMARK MAGNAIL ELEV=237.44 N: 713,704.290 E: 567,576.630 BLOCK 134.02, LOTS 74 & 75 N/F LANDS OF DIDIT AGAIN, LLC DB 12079 PG 2428 BLOCK 134.02, LOT 95 N/F LANDS OF KENNETH & MARIE 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, LOTS 82 & 83 N/F LANDS OF CHESTNUT ASSETS, LLC DB 12520 PG 9757 CLF 10.8' 91.6' 10.8' 12.7' (60 FT WIDE) FOUND IRON PIPE 1 STORY FRAME GARAGE 86.8' 22.1' 85.8' 22.1' 55.8' 46.1' 46.1' 0.2' 6.3' 2.6' 3.2' 37.1' BELGIAN BLOCK CURB BELGIAN BLOCK CURB 100.00' FOUND IRON PIPE BRICK WALL BRICK WALL 5.0' 0.8' 1.5' 1.2' 0.4' 3.6 IP SIGN NO PARKING SIGN NO PARKING 0.3' 0.2' 1.4' 4.3' GRASS GRASS 125.00' POB N: 713608.072 E: 567547.407 9.9' 9.8' FENCE ON PL S 21°18'27" W N 21°18'27" E 100.00' 4.3' 1.6' 0.6' 0.3' BLOCK 134.02, LOT 82 BLOCK 134.02, LOT 83 GATE 8.1' 7.9' 6.2' 6.4' 6" CLAY 10" CLAY BLOCK 134.02, LOT 79 TRACT ONE S 68°41'33" E 100.00' 100.00' 5.1' 2.6' 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 OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 74.7' LIMIT OF DISTURBANCE (10,492 SF, 0.24 AC) LIMITS OF CONCRETE SIDEWALK TO BE REMOVED LIMITS OF BELGIAN BLOCK CURB TO BE REMOVED SIGN NO PARKING EXISTING FENCE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING 1-STORY FRAME SHED TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING BRICK

BLOCK CURB TO BE REMOVED SIGN NO PARKING 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 UTILITY POLE AND ASSOCIATED OVERHEAD WIRES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION (TYPICAL) 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 ELECTRICAL SERVICE AND ASSOCIATED EQUIPMENT TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING OVERHEAD WIRES TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION 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 BENCHMARK MAGNAIL ELEV=230.64 N: 713,493.066 E: 567,489.975 CHESTNUT STREET (50 FT WIDE) 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

LOSIVES 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 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. \\US.STONEFIELDENG.COM\SHARES\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 BUILDING ADDITION & SITE IMPROVEMENTS ESSEX COUNTY, NEW JERSEY RUT-210050 01 09/24/2021 FOR MUNICIPAL SUBMISSIONMAGR 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 JOSHUA H. KLINE, P.E. NEW JERSEY LICENSE No. 54347 LICENSED PROFESSIONAL ENGINEER M. VEGA INVESTMENTS LLC 02 01/07/2022 FOR MUNICIPAL RESUBMISSIONNRK 03 08/04/2022 FOR MUNICIPAL RESUBMISSIONMAGR 04 09/01/2022 FOR MUNICIPAL RESUBMISSIONMAGR 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

BMISSIONMAGR 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 AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER