01 Site Plan Set Dated 10 4 2022

4/2022 FOR MUNICIPAL RESUBMISSIONMAGR 04 09/01/2022 FOR MUNICIPAL RESUBMISSIONMAGR 05 10/04/2022 FOR MUNICIPAL RESUBMISSIONMAGR GRAPHIC SCALE IN FEET 0' 20'10'10' 1" = 10' GRADING, DRAINAGE, & UTILITY PLAN C-5 1" = 10' RIDGELINE PROPERTY LINE SYMBOL DESCRIPTION PROPOSED GRADING CONTOUR PROPOSED GRADING RIDGELINE PROPOSED DIRECTION OF DRAINAGE FLOW PROPOSED GRADE SPOT SHOT PROPOSED TOP OF CURB / BOTTOM OF CURB SPOT SHOT PROPOSED FLUSH CURB SPOT SHOT TC 100.50 BC 100.00 G 100.00 FC 100.00 PROPOSED DEPRESSED CURB / BOTTOM OF CURB SPOT SHOT DC 100.12 BC 100.00 PROPOSED TOP OF WALL / BOTTOM OF WALL SPOT SHOT TW 102.00 BW 100.00 100 DRAINAGE AND UTILITY NOTES 1. THE CONTRACTOR TO PERFORM A TEST PIT PRIOR TO CONSTRUCTION (RECOMMEND 30 DAYS PRIOR) AT LOCATIONS OF EXISTING UTILITY CROSSINGS FOR STORMWATER IMPROVEMENTS. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING. 2. CONTRACTOR SHALL START CONSTRUCTION OF STORM LINES AT THE LOWEST INVERT AND WORK UP-GRADIENT. 3. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION AND UTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE FIELD. SHOULD A DISCREPANCY EXIST BETWEEN THE FIELD LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN SET OR SURVEY, THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IMMEDIATELY IN WRITING. 4. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD OF THE AS-BUILT LOCATIONS OF ALL PROPOSED UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN THE AS-BUILT LOCATIONS AND THE LOCATIONS DEPICTED WITHIN THE PLAN SET. THIS RECORD SHALL BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK. EXCAVATION, SOIL PREPARATION, AND DEWATERING NOTES 1. THE CONTRACTOR IS REQUIRED TO REVIEW THE REFERENCED GEOTECHNICAL DOCUMENTS PRIOR TO CONSTRUCTION, THESE DOCUMENTS SHALL BE CONSIDERED A PART OF THE PLAN SET. 2. THE CONTRACTOR IS REQUIRED TO PREPARE SUBGRADE SOILS BENEATH ALL PROPOSED IMPROVEMENTS AND BACKFILL ALL EXCAVATIONS IN ACCORDANCE WITH RECOMMENDATIONS BY THE GEOTECHNICAL ENGINEER OF RECORD. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHORING FOR ALL EXCAVATIONS AS REQUIRED. CONTRACTOR SHALL HAVE THE SHORING DESIGN PREPARED BY A

H RECOMMENDATIONS BY THE GEOTECHNICAL ENGINEER OF RECORD. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SHORING FOR ALL EXCAVATIONS AS REQUIRED. CONTRACTOR SHALL HAVE THE SHORING DESIGN PREPARED BY A QUALIFIED PROFESSIONAL. SHORING DESIGNS SHALL BE SUBMITTED TO STONEFIELD ENGINEERING & DESIGN, LLC. AND THE OWNER PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL OPEN EXCAVATIONS ARE PERFORMED AND PROTECTED IN ACCORDANCE WITH THE LATEST OSHA REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DEWATERING DESIGN AND OPERATIONS, AS REQUIRED, TO CONSTRUCT THE PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS FOR DEWATERING OPERATIONS AND GROUNDWATER DISPOSAL. STORMWATER INFILTRATION BMP CONSTRUCTION NOTES 1. PRIOR TO THE START OF CONSTRUCTION, ANY AREA DESIGNATED TO BE USED FOR AN INFILTRATION BMP (E.G. BASIN, BIORETENTION AREA, ETC.) SHALL BE FENCED OFF AND SHALL NOT BE UTILIZED AS STORAGE FOR CONSTRUCTION EQUIPMENT OR AS A STOCKPILE AREA FOR CONSTRUCTION MATERIALS. NO ACTIVITY SHALL BE PERMITTED WITHIN THE INFILTRATION BASIN AREA UNLESS RELATED TO THE CONSTRUCTION OF THE INFILTRATION BASIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY ALL SUBCONTRACTORS OF BASIN AREA RESTRICTIONS. 2. THE CONTRACTOR SHALL MAKE EVERY EFFORT, WHERE PRACTICAL, TO AVOID SUBGRADE SOIL COMPACTION IN THE AREAS DESIGNATED TO BE USED FOR AN INFILTRATION BMP. 3. ALL EXCAVATION WITHIN THE LIMITS OF ANY INFILTRATION BMP SHALL BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHALL BE PLACED OUTSIDE THE LIMITS OF THE BASIN WHERE FEASIBLE. THE USE OF LIGHT-WEIGHT, RUBBER-TIRED EQUIPMENT (LESS THAN 8 PSI APPLIED TO THE GROUND SURFACE) IS RECOMMENDED WITHIN THE BASIN LIMITS. 4. THE SEQUENCE OF SITE CONSTRUCTION SHALL BE COORDINATED WITH BASIN CONSTRUCTION TO ADHERE TO SEQUENCING LIMITATIONS. 5. DURING THE FINAL GRADING OF AN INFILTRATION BASIN, THE BOTTOM OF THE BASIN SHALL BE DEEPLY TILLED WITH A ROTARY TILLER OR DISC HARROW AND THEN SMOOTHED OUT WITH A LEVELING DRAW OR EQUIVALENT GRADING EQUIPMENT. ALL GRADING EQUIPMENT SHALL BE LOCATED OUTSIDE OF THE BASIN BOTTOM WHERE FEASIBLE. 6. FOLLOWING CONSTRUCTION OF AN INFILTRATION BASIN, SOIL INFILTRATION TESTING BY A LICENSED GEOTECHNICAL ENGINEER IS REQUIRED TO CERTIFY COMPLIANCE WITH THE DESIGN INFILTRATION RATES IN ACCORDANCE WITH

. FOLLOWING CONSTRUCTION OF AN INFILTRATION BASIN, SOIL INFILTRATION TESTING BY A LICENSED GEOTECHNICAL ENGINEER IS REQUIRED TO CERTIFY COMPLIANCE WITH THE DESIGN INFILTRATION RATES IN ACCORDANCE WITH APPENDIX E OF THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION'S BEST MANAGEMENT PRACTICES MANUAL, LATEST EDITION. IF THE FIELD INFILTRATION RATES ARE LOWER THAN THE RATE USED DURING DESIGN, THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING IMMEDIATELY TO DETERMINE THE APPROPRIATE COURSE OF ACTION. 7. THE CONTRACTOR SHALL NOTIFY THE MUNICIPALITY TO DETERMINE IF WITNESS TESTING IS REQUIRED DURING INFILTRATION BASIN EXCAVATION AND/OR SOIL INFILTRATION TESTING. STORMWATER UNDERGROUND BMP CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL INSTALL AND BACKFILL THE UNDERGROUND BMP IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 2. UNDERGROUND BASINS SHALL UTILIZE A STONE BACKFILL WITH A MINIMUM VOID RATIO OF 40%. 3. NO CONSTRUCTION LOADING OVER UNDERGROUND BASINS IS PERMITTED UNTIL BACKFILL IS COMPLETE PER THE MANUFACTURER'S SPECIFICATIONS. NO VEHICLES SHALL BE STAGED OR OPERATE FROM A FIXED POSITION OVER THE BASIN. PROPOSED STORMWATER STRUCTURES PROPOSED STORMWATER PIPING MHMH DRAINAGE AND UTILITY NOTES 1. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION AND UTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE FIELD. SHOULD A DISCREPANCY EXIST BETWEEN THE FIELD LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN SET OR SURVEY, THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IMMEDIATELY IN WRITING. 2. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN IN OPERATION ALL UTILITIES NOT DESIGNATED TO BE REMOVED. 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING UTILITY IDENTIFIED TO REMAIN WITHIN THE LIMITS OF THE PROPOSED WORK DURING CONSTRUCTION. 4. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET IS REQUIRED BETWEEN ANY SANITARY SEWER SERVICE AND ANY WATER LINES. IF THIS SEPARATION CANNOT BE PROVIDED, A CONCRETE ENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVED BY STONEFIELD ENGINEERING & DESIGN, LLC. 5. ALL WATER LINES SHALL BE VERTICALLY SEPARATED ABOVE SANITARY SEWER LINES BY A MINIMUM DISTANCE OF 18

BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVED BY STONEFIELD ENGINEERING & DESIGN, LLC. 5. ALL WATER LINES SHALL BE VERTICALLY SEPARATED ABOVE SANITARY SEWER LINES BY A MINIMUM DISTANCE OF 18 INCHES. IF THIS SEPARATION CANNOT BE PROVIDED, A CONCRETE ENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVED BY STONEFIELD ENGINEERING & DESIGN, LLC. 6. THE CONTRACTOR TO PERFORM A TEST PIT PRIOR TO CONSTRUCTION (RECOMMEND 30 DAYS PRIOR) AT LOCATIONS OF EXISTING UTILITY CROSSINGS FOR WATER AND SANITARY SEWER CONNECTION IMPROVEMENTS. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING. 7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS, ELECTRIC AND TELECOMMUNICATION CONNECTIONS WITH THE APPROPRIATE GOVERNING AUTHORITY. 8. CONTRACTOR SHALL START CONSTRUCTION OF ANY GRAVITY SEWER AT THE LOWEST INVERT AND WORK UP-GRADIENT. 9. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF PLANS REFLECTING THE LOCATION OF EXISTING UTILITIES THAT HAVE BEEN CAPPED, ABANDONED, OR RELOCATED BASED ON THE DEMOLITION/REMOVAL ACTIVITIES REQUIRED IN THIS PLAN SET. THIS DOCUMENT SHALL BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK. 10. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD OF THE AS-BUILT LOCATIONS OF ALL PROPOSED UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN THE AS-BUILT LOCATIONS AND THE LOCATIONS DEPICTED WITHIN THE PLAN SET. THIS RECORD SHALL BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK. ALL EXISTING UTILITY CONNECTIONS AND ASSOCIATED DEVICES TO THE SINGLE-STORY BUILDING TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY EXISTING STORM SEWER MAIN INVERT AND CONFIRM FEASIBILITY OF CONNECTION WITH THE DEPARTMENT OF PUBLIC WORKS. AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER

E E E GV N 68°41'33" W FRANKLIN AVENUE OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH (60 FT WIDE) 100.00' 125.00' S 21°18'27" W N 21°18'27" E 100.00' S 68°41'33" E 100.00' 100.00' OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 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 MH MH 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.0 0.00.00.00.00.00.10.10.20.20.20.10.10.10.10.0 0.00.0 0.00.00.00.00.10.30.50.50.50.30.40.5 0.50.20.10.00.0 0.00.00.00.00.00.00.00.00.20.71.23.43.2 0.60.00.00.0 0.00.00.00.10.00.00.00.01.31.42.5 6.10.00.00.00.0 0.00.00.00.31.43.23.52.3 1.52.0 6.20.00.00.0 0.00.00.10.72.24.54.02.51.62.5 6.40.10.00.0 0.00.10.10.72.54.64.12.5 1.72.75.30.10.00.0 0.00.10.10.31.93.7 4.02.61.82.45.70.10.10.0 0.00.10.00.1 1.73.13.73.1 2.43.04.60.10.10.0 0.00.0 0.00.01.4 2.83.63.8 3.63.53.40.10.00.0 0.00.0 0.00.01.02.3 3.64.54.54.33.30.10.00.0 0.00.00.00.00.72.64.24.74.12.50.10.00.0 0.00.00.00.00.30.71.11.5 1.91.51.1 0.00.00.10.00.00.0 0.00.00.00.00.00.00.10.00.00.00.00.00.0 A (18') A (18')A (18') B (10') B (10') C (8') CHESTNUT STREET (50 FT WIDE) GENERAL LIGHTING NOTES 1. THE LIGHTING LEVELS DEPICTED WITHIN THE PLAN SET ARE CALCULATED UTILIZING DATA OBTAINED FROM THE LISTED MANUFACTURER. ACTUAL ILLUMINATION LEVELS AND PERFORMANCE OF ANY PROPOSED LIGHTING FIXTURE MAY VARY DUE TO UNCONTROLLABLE VARIABLES SUCH ARE WEATHER, VOLTAGE SUPPLY, LAMP TOLERANCE, EQUIPMENT SERVICE LIFE AND OTHER VARIABLE FIELD CONDITIONS. 2. WHERE APPLICABLE, THE EXISTING LIGHT LEVELS DEPICTED WITHIN THE PLAN SET SHALL BE CONSIDERED APPROXIMATE. THE EXISTING LIGHT LEVELS ARE BASED ON FIELD OBSERVATIONS AND THE MANUFACTURER'S DATA OF THE ASSUMED OR MOST SIMILAR LIGHTING FIXTURE MODEL. 3. UNLESS NOTED ELSEWHERE WITHIN THIS PLAN SET, THE LIGHT LOSS FACTORS USED IN THE LIGHTING ANALYSIS ARE AS FOLLOWS: · LIGHT EMITTING DIODES (LED): 0.90 · HIGH PRESSURE SODIUM: 0.72 · METAL HALIDE: 0.72 4. THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING, PRIOR TO THE START OF CONSTRUCTION, OF ANY PROPOSED LIGHTING LOCATIONS THAT CONFLICT WITH EXISTING/ PROPOSED DRAINAGE, UTILITY, OR OTHER IMPROVEMENTS. 5. THE CONTRACTOR IS RESPONSIBLE TO PREPARE A WIRING PLAN AND PROVIDE ELECTRIC SERVICE TO ALL PROPOSED LIGHTING FIXTURES. THE CONTRACTOR

TH EXISTING/ PROPOSED DRAINAGE, UTILITY, OR OTHER IMPROVEMENTS. 5. THE CONTRACTOR IS RESPONSIBLE TO PREPARE A WIRING PLAN AND PROVIDE ELECTRIC SERVICE TO ALL PROPOSED LIGHTING FIXTURES. THE CONTRACTOR IS REQUIRED TO PREPARE AN AS-BUILT PLAN OF WIRING AND PROVIDE COPIES TO THE OWNER AND STONEFIELD ENGINEERING & DESIGN, LLC. ATM LIGHTING NOTES: 1. THE CONTRACTOR SHALL REPLACE LAMP COVERS, RE-LAMP AND RE-BALLAST EXISTING LIGHT FIXTURES AS INDICATED WITHIN THE PLAN SET. THE EXISTING FIXTURE HEIGHT SHALL BE MAINTAINED UNLESS INDICATED OTHERWISE. THE LIGHTING DESIGN IS SUBJECT TO CHANGE IF THE EXISTING LIGHT FIXTURES ARE NOT GREATER THAN OR EQUAL TO THE FOLLOWING WATTAGE: FIXTURE 'X' = MINIMUM X WATTS 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING IF THE EXISTING LIGHT FIXTURES ARE NOT THE MINIMUM WATTAGE SPECIFIED WITHIN THE PLAN SET. 3. THE CONTRACTOR IS RESPONSIBLE TO CONFIRM THAT ANY EXISTING LIGHT POLES IDENTIFIED FOR REUSE WITH A PROPOSED LIGHT FIXTURE(S) SHALL BE IN ACCEPTABLE WORKING CONDITION AND HAVE THE CAPACITY TO SUPPORT THE PROPOSED LIGHT FIXTURE(S). ANY MOUNTING EQUIPMENT REQUIRED TO ATTACH THE PROPOSED LIGHTING FIXTURE TO THE EXISTING LIGHT POLE SHALL BE PROVIDED BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL CONFIRM THAT THE LOCATION OF ANY PROPOSED BUILDING MOUNTED LIGHTING FIXTURE WILL NOT CONFLICT WITH ANY EXISTING OR PROPOSED STRUCTURAL ELEMENT (E.G. CANOPY SUPPORT BEAMS). THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING OF ANY FIXTURE CONFLICT PRIOR TO THE START OF CONSTRUCTION. 5. ALL EXISTING TREE LIMBS WITHIN THE 60 FOOT ATM RADIUS SHOWN IN THE PLAN SET SHALL BE TRIMMED TO A MINIMUM OF 6 FEET ABOVE GRADE. ALL SHRUBS WITHIN THE 60 FOOT ATM RADIUS SHALL BE TRIMMED TO A MINIMUM OF 36 INCHES ABOVE GRADE. ALL BRUSH SHALL BE REMOVED. THE CONTRACTOR SHALL CONSIDER ALL FUTURE GROWTH AND FULL BLOOM WHEN TRIMMING LANDSCAPING. EXISTING TREE LIMBS ADJACENT TO LIGHTING FIXTURES SHALL BE TRIMMED AS REQUIRED TO PREVENT LIGHT INTERFERENCE. 6. PRIOR TO BID, CONTRACTOR SHALL VERIFY EXISTING EXTERIOR LIGHTING CONDITIONS AFTER DUSK AND NOTIFY THE DEVELOPER/OWNER AND STONEFIELD ENGINEERING & DESIGN, LLC. OF DAMAGED OR INOPERABLE LIGHTS. THE CONTRACTOR SHALL REPAIR ALL INOPERABLE LIGHTS UNLESS OTHERWISE NOTED WITHIN THIS PLAN SET. 7. THE ILLUMINATION LEVELS DEPICTED

TONEFIELD ENGINEERING & DESIGN, LLC. OF DAMAGED OR INOPERABLE LIGHTS. THE CONTRACTOR SHALL REPAIR ALL INOPERABLE LIGHTS UNLESS OTHERWISE NOTED WITHIN THIS PLAN SET. 7. THE ILLUMINATION LEVELS DEPICTED WITHIN THE PLAN SET ARE BASED ON REGULATORY STATE STANDARDS FOR SAFETY LIGHTING AND ON CLIENT STANDARDS. 8. ALL LIGHTING FIXTURES, UNLESS OTHERWISE NOTED WITHIN THIS PLAN SET, HAVE THE PHOTOCELL OPTION ENABLED. 9. EXISTING LIGHTING FIXTURES CONTROLLED BY OUTSIDE ENTITIES (E.G. LANDLORD) HAVE BEEN EXCLUDED FROM THE LIGHTING ANALYSIS REFLECTED WITHIN THE PLAN SET. THE PROPOSED LIGHT LEVELS HAVE BEEN DESIGNED TO COMPLY WITH ALL APPLICABLE ATM AND SAFETY LIGHTING REQUIREMENTS INDEPENDENT OF ANY UNCONTROLLED LIGHT FIXTURES. Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-06-LGHT.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 05 10/04/2022 FOR MUNICIPAL RESUBMISSIONMAGR GRAPHIC SCALE IN FEET 0' 20'10'10' 1" = 10' LIGHTING PLAN C-6 1" = 10' A (XX') X.X PROPOSED CALCULATION AREA SYMBOL DESCRIPTION PROPOSED 0.5 FC ISOMETRIC LINE (FIXTURE) PROPOSED LIGHTING FIXTURE (MOUNTING HEIGHT) PROPOSED LIGHTING INTENSITY (FOOTCANDLES) PROPOSED AREA LIGHT PROPOSED BUILDING MOUNTED LIGHT PROPOSED LUMINAIRE SCHEDULE MANUFACTURERLLFDISTRIBUTIONSECURITY LIGHTINGQUANTITYLABELSYMBOL IES FILE A 2 FT 0.9MIRADA MEDIUM OUTDOOR LED AREA LIGHT (MRM) LSI MRM-LED012L0SIL-FT-40-70CRI-I LIGHTING REQUIREMENTS CODE SECTION REQUIRED PROPOSED § 25-14.2 MINIMUM ILLUMINATION LEVELS: PEDESTRIAN WALKWAYS - 0.9 FC PARKING AREAS - 2.0 FC 3.4 FC 1.5 FC (W) (W) WAIVER B 2 4F 0.9OPULENCE SMALL WALL MOUNT (OPS) LSI OPS-03L-4F-40K8 C 1 FTW 0.9MIRADA SMALL

14.2 MINIMUM ILLUMINATION LEVELS: PEDESTRIAN WALKWAYS - 0.9 FC PARKING AREAS - 2.0 FC 3.4 FC 1.5 FC (W) (W) WAIVER B 2 4F 0.9OPULENCE SMALL WALL MOUNT (OPS) LSI OPS-03L-4F-40K8 C 1 FTW 0.9MIRADA SMALL WALL SCONE (XWS) LSI XWS-LED-02L-FTW-30-80CRI PROPOSED 0.5 FC ISOMETRIC LINE (SITE) AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER

E E E E E E E E E E E E E GV FRANKLIN AVENUE OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH (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) 10" CLAY (60 FT WIDE) 6" CLAY 10" CLAY 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 LIMIT OF DISTURBANCE (10,492 SF, 0.24 AC) LIMITS OF CONCRETE SIDEWALK TO BE REMOVED LIMITS OF BELGIAN BLOCK CURB TO BE REMOVED 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 235 236 237 236 236 236 235 237 MH 236 237 MH SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROPOSED INLET FILTER PROPOSED SILT FENCE (TYPICAL) 50' 20' PROPOSED STABILIZED CONSTRUCTION ENTRANCE SF SF SF SF SF SF SF SF PROPOSED SOIL STOCKPILE CHESTNUT STREET (50 FT WIDE) Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-07-SESC.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 05 10/04/2022 FOR MUNICIPAL RESUBMISSIONMAGR GRAPHIC SCALE IN FEET 0' 20'10'10' 1" = 10' SOIL EROSION & SEDIMENT CONTROL PLAN C-7 1" = 10' SYMBOL DESCRIPTION PROPERTY BOUNDARY ADJACENT PROPERTY BOUNDARY PROPOSED LIMIT OF DISTURBANCELOD PROPOSED SILT FENCESF PROPOSED TREE PROTECTION FENCETPF PROPOSED STOCKPILE & EQUIPMENT STORAGE PROPOSED STABILIZED CONSTRUCTION ENTRANCE PROPOSED INLET PROTECTION

DARY PROPOSED LIMIT OF DISTURBANCELOD PROPOSED SILT FENCESF PROPOSED TREE PROTECTION FENCETPF PROPOSED STOCKPILE & EQUIPMENT STORAGE PROPOSED STABILIZED CONSTRUCTION ENTRANCE PROPOSED INLET PROTECTION FILTER HUDSON ESSEX PASSAIC SOIL COSERVATION DISTRICT SOIL EROSION AND SEDIMENT CONTROL NOTES REVISED 2017 1. THE CONTRACTOR IS RESPONSIBLE FOR SOIL EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR QUALITY STANDARDS. 3. THE CONTRACTOR IS RESPONSIBLE TO INSPECT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER A PRECIPITATION EVENT GREATER THAN 1 INCH. THE CONTRACTOR SHALL MAINTAIN AN INSPECTION LOG ON SITE AND DOCUMENT CORRECTIVE ACTION TAKEN THROUGHOUT THE COURSE OF CONSTRUCTION AS REQUIRED. 4. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL” 7TH EDITION LAST REVISED JULY 2017, EFFECTIVE DECEMBER 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 5. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. 6. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL - 8/15 - 10/1 7. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED. 8. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. 9. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL