01 Site Plan Set Dated 10 4 2022

ICIPAL 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 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

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 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 5' 5.2' 2 10' 20' 5 20' 6.7' 30 FT REAR YARD SETBACK 30 FT FRONT YARD SETBACK 10 FT SIDE YARD SETBACK 5.1' 5.1' 1.3'8.5' 8.7' 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 8 FT SIDE YARD SETBACK PROPOSED SECOND FLOOR ADDITION 1,905 SF 24'18' 11' 9' 8.9' 24.7' 280' SIGHT TRIANGLE (25 MPH ROAD) 240' SIGHT TRIANGLE (25 MPH ROAD) 1.3' 6.2' 6.4' 6.4' 2.6' 3.2' 20 FT LANDSCAPING BUFFER 28.4' EVEV 5' 3 PROPOSED CONCRETE SIDEWALK PROPOSED RAISED PLANTER PROPOSED 6" CONCRETE CURB (TYPICAL) PROPOSED 6' HIGH CHAIN LINK FENCE WITH PRIVACY SLATS PROPOSED ADA PARKING SIGN PROPOSED 6-FT HIGH BLOCK WALL PROPOSED ELECTRONIC SLIDING GATE LIMITS OF PROPOSED CONCRETE CURB PROPOSED CONCRETE SIDEWALK TO MEET FLUSH WITH EXISTING PROPOSED FLUSH CURB PROPOSED EXTENDED CONCRETE CURB PROPOSED EXTENDED CONCRETE CURB PROPOSED RESIDENTS ONLY SIGN (2 - TYPICAL) PROPOSED FIRST FLOOR ADDITION 25 SF PROPOSED ELECTRIC VEHICLE MAKE-READY SPACE (2 - TYPICAL) PROPOSED KEYPAD FOR GATE ACCESS AND CONCRETE PAD PROPOSED 4" WHITE STRIPING 30" ON CENTER 6.4' PROPOSED EV CHARGING STATION LIMITS OF PROPOSED CONCRETE SIDEWALK PROPOSED FULL DEPTH ASPHALT RESTORATION LIMITS OF PROPOSED BELGIAN BLOCK CURB 5' CHESTNUT STREET (50 FT WIDE) CHESTNUT STREET (50 FT WIDE) GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY AND FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS AND THE PROPOSED SCOPE OF WORK (INCLUDING DIMENSIONS, LAYOUT, ETC.) PRIOR TO INITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESE DOCUMENTS. SHOULD ANY DISCREPANCY BE FOUND BETWEEN THE EXISTING SITE CONDITIONS AND THE PROPOSED WORK THE CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. PRIOR TO THE START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ENSURE THAT ALL REQUIRED APPROVALS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL REQUIRED PERMITS AND APPROVALS SHALL BE

2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ENSURE THAT ALL REQUIRED APPROVALS HAVE BEEN OBTAINED PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL REQUIRED PERMITS AND APPROVALS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS STONEFIELD ENGINEERING & DESIGN, LLC. AND IT'S SUB-CONSULTANTS FROM AND AGAINST ANY DAMAGES AND LIABILITIES INCLUDING ATTORNEY'S FEES ARISING OUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION TO CLAIMS CONNECTED TO THE PROJECT AS A RESULT OF NOT CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION, LIABILITY INSURANCE, AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE. 4. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS APPROVAL IS PROVIDED IN WRITING BY STONEFIELD ENGINEERING & DESIGN, LLC. 5. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS AND METHODS OF CONSTRUCTION. 6. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE DISTURBANCE ON A PRIVATE PROPERTY NOT CONTROLLED BY THE PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATE PROPERTY. 7. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR UNDERMINED STRUCTURE OR SITE FEATURE THAT IS IDENTIFIED TO REMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS TO RESTORE THE FEATURE TO ITS EXISTING CONDITION AT THE CONTRACTORS EXPENSE. 8. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA, AND OTHER REQUIRED SUBMITTALS FOR REVIEW. STONEFIELD ENGINEERING & DESIGN, LLC. WILL REVIEW THE SUBMITTALS IN ACCORDANCE WITH THE DESIGN INTENT AS REFLECTED WITHIN THE PLAN SET. 9. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 10. THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE APPROPRIATE GOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THE PROCUREMENT OF STREET OPENING PERMITS. 11. THE CONTRACTOR IS REQUIRED TO RETAIN AN OSHA CERTIFIED SAFETY INSPECTOR TO BE PRESENT ON SITE AT ALL TIMES DURING CONSTRUCTION & DEMOLITION ACTIVITIES. 12. SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING & DESIGN, LLC. BE PRESENT ON SITE AT ANY TIME DURING CONSTRUCTION, IT DOES NOT RELIEVE THE CONTRACTOR OF ANY OF THE

NSTRUCTION & DEMOLITION ACTIVITIES. 12. SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING & DESIGN, LLC. BE PRESENT ON SITE AT ANY TIME DURING CONSTRUCTION, IT DOES NOT RELIEVE THE CONTRACTOR OF ANY OF THE RESPONSIBILITIES AND REQUIREMENTS LISTED IN THE NOTES WITHIN THIS PLAN SET. Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-04-SITE.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' SITE PLAN C-4 1" = 10' LAND USE AND ZONING BLOCK 134.02, LOT 75.03, 79 & 81 ZONE B-1 RETAIL BUSINESS PROPOSED USE OFFICE BUILDING PERMITTED USE ONE-FAMILY RESIDENTIAL PERMITTED USE OFF-STREET PARKING PERMITTED ACCESSORY USE COMMERCIAL VEHICLE PARKING NOT PERMITTED (V) ZONING REQUIREMENT REQUIRED EXISTING PROPOSED MINIMUM LOT AREA 5,000 SF (0.11 AC) 10,000 SF (0.23 AC) NO CHANGE MINIMUM LOT AREA PER UNIT 5,000 SF (0.11 AC) 10,000 SF (0.23 AC) NO CHANGE MINIMUM LOT FRONTAGE 40.0 FT 100.0 FT NO CHANGE MINIMUM LOT WIDTH 50.0 FT 100.0 FT NO CHANGE MAXIMUM LOT COVERAGE 75% (7,500 SF) 85% (8,461 SF) (EN) 79% (7,901 SF) (V) MAXIMUM BUILDING COVERAGE 60.0% (6,000 SF) 20% (2,044 SF) 21% (2,069 SF) MAXIMUM BUILDING HEIGHT 2.5 STORIES / 35 FT* 1 STORY / 14 FT 3 IN 2.5 STORIES / 32 FT MINIMUM FRONT YARD SETBACK 30 FT 7.9 FT (EN) 5.2 FT (V) MINIMUM SIDE YARD SETBACK (ONE) 8 FT 2.6 FT (EN) NO CHANGE MINIMUM SIDE YARD SETBACK (BOTH) 18 FT 77.3 FT NO CHANGE MINIMUM REAR YARD SETBACK 30 FT 5.1 FT (EN) NO CHANGE ACCESSORY BUILDING REQUIREMENTS MINIMUM FRONT YARD SETBACK 30 FT 82.8 FT NO CHANGE MINIMUM SIDE YARD SETBACK (ONE) 8 FT 9.8 FT NO CHANGE MINIMUM SIDE

IMUM REAR YARD SETBACK 30 FT 5.1 FT (EN) NO CHANGE ACCESSORY BUILDING REQUIREMENTS MINIMUM FRONT YARD SETBACK 30 FT 82.8 FT NO CHANGE MINIMUM SIDE YARD SETBACK (ONE) 8 FT 9.8 FT NO CHANGE MINIMUM SIDE YARD SETBACK (BOTH) 18 FT 86.9 FT NO CHANGE MINIMUM REAR YARD SETBACK 5 FT 6.2 FT NO CHANGE MINIMUM DISTANCE FROM PRINCIPAL BUILDING 15 FT 52.3 FT NO CHANGE OFF-STREET PARKING REQUIREMENTS CODE SECTION REQUIRED PROPOSED § 25-12.2 B.(1) RSIS REQUIREMENTS REQUIRED PARKING FOR OFFICE: 1 SPACE PER 250 SF OF FLOOR AREA 804 SF X (1.0 SPACES / 250 SF) = 4 SPACES REQUIRED PARKING FOR 3 BEDROOM APARTMENT: 2.1 SPACES REQUIRED PARKING FOR STORAGE: 1 SPACE PER 600 SF OF FLOOR AREA 2,266 SF X (1.0 SPACES / 600 SF) = 4 SPACES TOTAL REQUIRED PARKING: 10 SPACES (*) 10 SPACES SENATE BILL S3223 MINIMUM REQUIRED ELECTRIC VEHICLE SPACES: 15% OF APPROVED OFF-STREET PARKING (11 SPACES PROVIDED)(0.15) = 1.65 SPACES = 2 SPACES MINIMUM REQUIRED ACCESSIBLE MAKE-READY ELECTRIC VEHICLE SPACES: 5% OF THE TOTAL MAKE-READY SPACES (2 MAKE READY SPACES)(0.05) = 1 ACCESSIBLE MAKE-READY SPACE MAXIMUM MAKE-READY ELECTRIC VEHICLE SPACE PARKING REDUCTION: (11 SPACES)(0.1) = 1.1 SPACE (**) 2 MAKE-READY SPACES 1 ADA ACCESSIBLE MAKE-READY SPACE § 25-12.1 B PERIMETER OF ALL PARKING AREAS ARE TO BE ENCLOSED WITH CONCRETE OR GRANITE BLOCK CURB AT LEAST SIX INCHES ABOVE PAVING SURFACE. CURBING SHALL NOT BE LESS THAN FIVE FEET FROM ANY FENCE OR SCREENING NOR LESS THAN FIVE FEET FROM ANY STRUCTURE. COMPLIES 0.0 FT (V) § 25-12.1 H(5) DRIVE AISLE DIMENSION: 90° PARKING MINIMUM: 24 FT 24 FT § 25-12.1 H(6) MINIMUM DRIVEWAY WIDTH: ALL DRIVEWAYS FOR TWO-WAY TRAFFIC SHALL BE A MINIMUM OF 24 FEET 20 FT (V) § 25-12.1 Q MINIMUM PARKING SPACE DIMENSIONS: 9 FT X 18 FT 9 FT X 18 FT § 25-8.1 OFF-STREET PARKING SETBACK: 5 FT 5.1 FT § 25-12.4 A.(2) ACCESS DRIVE SETBACK: 5 FT 28.4 FT (V) (EN) * VARIANCE EXISTING NON-CONFORMITY BUILDING HEIGHT IS MEASURED FROM THE MEAN GRADE ELEVATION TO THE HIGHEST POINT OF ROOF (V) (*) (**) VARIANCE FRACTIONAL SPACES. WHENEVER THE APPLICATION OF PARKING SCHEDULE II RESULTS IN A FRACTIONAL PARKING SPACE IN EXCESS OF ONE-HALF, A FULL SPACE SHALL BE REQUIRED. 1 MAKE-READY SPACE SHALL COUNT NO LESS THAN 2 PARKING SPACES FOR PURPOSES OF COMPLYING WITH A MINIMUM PARKING SPACE REQUIREMENT PROVIDED IT DOES NOT REDUCE MORE THAN 10% OF OTHERWISE REQUIRED PARKING SPACES. SIGNAGE REQUIREMENTS CODE

LESS THAN 2 PARKING SPACES FOR PURPOSES OF COMPLYING WITH A MINIMUM PARKING SPACE REQUIREMENT PROVIDED IT DOES NOT REDUCE MORE THAN 10% OF OTHERWISE REQUIRED PARKING SPACES. SIGNAGE REQUIREMENTS CODE SECTION REQUIRED PROPOSED § 25-15.3 C.(1.B) MAXIMUM SIGNS: 1 SIGN MAXIMUM AREA: 1.5 SF PER 1.0 FT OF BUILDING WIDTH (22.0 FT X 1.5 FT) = 33.0 SF MAXIMUM HEIGHT: 2.0 FT 1 SIGN 33 SF 2 FT SYMBOL DESCRIPTION X X SAWCUT LINE PROPOSED CURB PROPOSED BUILDING PROPOSED CONCRETE SETBACK LINE PROPOSED CHAINLINK FENCE PROPOSED BUILDING DOORS PROPOSED SIGNS / BOLLARDS PROPERTY LINE PROPOSED FLUSH CURB PROPOSED EXTENDED CURB AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER

BC 236.97 BC 236.57 BC 235.85 BC 235.79 BC 235.25 BC 235.12 BC 234.47 BC 233.81 BC 233.31 BC 233.30 BC 234.47 BC 235.62 BC 236.24 BC 236.45 BC 236.62 BC 237.05 BC 237.81 BC 237.57 BC 237.40 BC 237.34 BC 237.70 236.87 236.67 237.46 BW 237.02 BW 235.34 BW 237.73 BW 237.77 BW 237.43 BW 237.55 BW 236.93 BW 236.91 BW 234.50 BW 234.46 BW 234.47 BW 233.75 BW 234.15 233.72 235.37 235.82 235.68 236.34 236.41 237.27 237.73 233.77 235.45 235.98 236.52 237.49 237.72 238.09 DS 236.33 DS 236.89 236.37 236.08 235.74 235.77 234.96 235.75 236.29 235.93 236.54 236.22 236.31 236.51 236.45 235.17 235.95 236.21 236.13 236.16 235.65 234.85 235.41 234.93 234.84 234.99 236.56 236.64 236.72 236.53 236.20 235.22 234.84 231.94 232.70 235.84 236.49 234.45 237.03 234.68 235.21 234.65 234.59 235.23 234.85 234.39 234.10 234.43 234.02 238.04 237.59 236.48 235.76 234.96 234.29 236.85 236.53 236.21 236.00 235.01 236.91 237.87 237.50 237.21 237.51 237.66 237.15 237.46 237.32 237.82 237.23 237.37 237.48 237.11 235.34 235.24 236.71 237.33 237.15 233.86 233.79 GV TC 237.47 TC 237.06 TC 236.33 TC 235.90 TC 235.41 TC 235.71 TC 234.95 TC 234.30 TC 233.77 TC 233.76 TC 234.91 TC 236.11 TC 236.64 TC 236.89 TC 237.86 TC 237.55 TC 237.80 TC 237.83 TC 238.16 FRANKLIN AVENUE (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) 235' 234' 236' 237' 237' 236' 236' 235' 236' 235' 234' 234' 235' 236' 10" CLAY (60 FT WIDE) 6" CLAY 10" CLAY 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 CONTRACTOR TO VERIFY ALL EXISTING UTILITY CONNECTIONS AND ASSOCIATED DEVICES E E E E PROPOSED ELECTRIC CONDUIT CONNECTION PROPOSED CONNECTION TO EXISTING ELECTRICAL UTILITY POLE. CONTRACTOR TO CONFIRM FEASIBILITY OF CONNECTION WITH ELECTRIC AUTHORITY PRIOR TO CONSTRUCTION. E E E E E E NO. CR1 TOP (INV): 231.60 TOP (BOT) 231.40 BOT (INV): 227.57 BOT(TOP): 228.44 CLEARANCE: 2.96 NO ENCASEMENT REQUIRED STORM / SANITARY CROSSING 235 236 237 236 236 236 235 237 MH 236 237 RIDGELINE MH PROPOSED 65 LF 6" ROOF LEADER PVC PIPE @ 0.25% SLOPE PROPOSED BUILDING CONNECTION INVERT (OUT) = 231.86 PROPOSED 32 LF 6" PVC PIPE @ 0.25% SLOPE PROPOSED 44 LF 8" PVC PIPE @ 0.25% SLOPE NO. D-100 RIM: 235.70 GRATE: 235.20 6"

EADER PVC PIPE @ 0.25% SLOPE PROPOSED BUILDING CONNECTION INVERT (OUT) = 231.86 PROPOSED 32 LF 6" PVC PIPE @ 0.25% SLOPE PROPOSED 44 LF 8" PVC PIPE @ 0.25% SLOPE NO. D-100 RIM: 235.70 GRATE: 235.20 6" INVERT (IN): 231.78 PROPOSED TYPE 'B' STORM INLET NO. D-200 RIM: 236.10 6" INVERT (IN): 233.95 6" INVERT (N): 231.70 6" INVERT (E): 231.70 PROPOSED STORMWATER MANHOLE CONTRACTOR SHALL FIELD VERIFY THE EXISTING STORM SEWER INVERT ELEVATION AND FEASIBILITY OF CONNECTION WITH THE DEPARTMENT OF PUBLIC WORKS IN ADVANCE OF CONSTRUCTION NO. D-300 RIM: 234.63 8" INVERT (IN): 231.59 18" INVERT (OUT): 231.59 PROPOSED DOGHOUSE MANHOLE TC 236.52 BC 236.52 TC 235.98 BC 235.98 G 237.55 TC 236.35 BC 235.85 TC 237.10 BC 236.60 G 236.61 TC 235.70 BC 235.20 FC 235.65 TC 236.20 BC 235.70 TC 237.11 GH 236.61 GL 235.61 G 236.61 TC 236.05 BC 235.55 G 236.61 TC 236.81 GH 236.31 GL 235.48 TC 236.50 GH 236.00 GL 236.00 G 236.91 G 236.78(EX) G 236.62(EX) TC 237.05 BC 236.55 TC 237.11 BC 236.61 TC 236.15 GH 235.65 GL 235.30 TC 236.28 GH 235.78 GL 235.25 TC 236.40 GH 235.90 GL 235.03 TC 236.50 GH 236.00 GL 236.00 TC 236.68 BC 236.18 G 236.25G 236.31 G 236.58 TC 236.95 BC 236.45 TC 236.45 BC 235.95 CHESTNUT STREET (50 FT WIDE) GRADING NOTES 1. ALL SOIL AND MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. ANY GROUNDWATER DE-WATERING PRACTICES SHALL BE PERFORMED UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FOR THE DISCHARGE OF DE-WATERED GROUNDWATER. ALL SOIL IMPORTED TO THE SITE SHALL BE CERTIFIED CLEAN FILL. CONTRACTOR SHALL MAINTAIN RECORDS OF ALL FILL MATERIALS BROUGHT TO THE SITE. 2. THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY AND/OR PERMANENT SHORING WHERE REQUIRED DURING EXCAVATION ACTIVITIES, INCLUDING BUT NOT LIMITED TO UTILITY TRENCHES, TO ENSURE THE STRUCTURAL INTEGRITY OF NEARBY STRUCTURES AND STABILITY OF THE SURROUNDING SOILS. 3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 4 INCHES TO 7 INCHES ABOVE EXISTING GRADES UNLESS OTHERWISE NOTED. THE CONTRACTOR WILL SUPPLY ALL STAKEOUT CURB GRADE SHEETS TO STONEFIELD ENGINEERING & DESIGN, LLC. FOR REVIEW AND APPROVAL PRIOR TO POURING CURBS. 4. THE CONTRACTOR IS RESPONSIBLE TO SET ALL PROPOSED UTILITY COVERS AND RESET ALL EXISTING UTILITY COVERS WITHIN THE PROJECT LIMITS TO PROPOSED GRADE IN ACCORDANCE

AND APPROVAL PRIOR TO POURING CURBS. 4. THE CONTRACTOR IS RESPONSIBLE TO SET ALL PROPOSED UTILITY COVERS AND RESET ALL EXISTING UTILITY COVERS WITHIN THE PROJECT LIMITS TO PROPOSED GRADE IN ACCORDANCE WITH ANY APPLICABLE MUNICIPAL, COUNTY, STATE AND/OR UTILITY AUTHORITY REGULATIONS. 5. MINIMUM SLOPE REQUIREMENTS TO PREVENT PONDING SHALL BE AS FOLLOWS: · CURB GUTTER: 0.50% · CONCRETE SURFACES: 1.00% · ASPHALT SURFACES: 1.00% 5. A MINIMUM SLOPE OF 1.00% SHALL BE PROVIDED AWAY FROM ALL BUILDINGS. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE FROM THE BUILDING IS ACHIEVED AND SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IF THIS CONDITION CANNOT BE MET. 6. FOR PROJECTS WHERE BASEMENTS ARE PROPOSED, THE DEVELOPER IS RESPONSIBLE TO DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED STRUCTURE. IF GROUNDWATER IS ENCOUNTERED WITHIN THE BASEMENT AREA, SPECIAL CONSTRUCTION METHODS SHALL BE UTILIZED AND REVIEWED/APPROVED BY THE CONSTRUCTION CODE OFFICIAL. IF SUMP PUMPS ARE UTILIZED, ALL DISCHARGES SHALL BE CONNECTED DIRECTLY TO THE PUBLIC STORM SEWER SYSTEM WITH APPROVAL FROM THE GOVERNING STORM SEWER SYSTEM AUTHORITY. ADA NOTES 1. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 2.00% SLOPE IN ANY DIRECTION WITHIN THE ADA PARKING SPACES AND ACCESS AISLES. 2. THE CONTRACTOR SHALL PROVIDE COMPLIANT SIGNAGE AT ALL ADA PARKING AREAS IN ACCORDANCE WITH STATE GUIDELINES. 3. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 5.00% RUNNING SLOPE AND A MAXIMUM OF 2.00% CROSS SLOPE ALONG WALKWAYS WITHIN THE ACCESSIBLE PATH OF TRAVEL (SEE THE SITE PLAN FOR THE LOCATION OF THE ACCESSIBLE PATH). THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ACCESSIBLE PATH OF TRAVEL IS 36 INCHES WIDE OR GREATER UNLESS INDICATED OTHERWISE WITHIN THE PLAN SET. 4. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 2.00% SLOPE IN ANY DIRECTION AT ALL LANDINGS. LANDINGS INCLUDE, BUT ARE NOT LIMITED TO, THE TOP AND BOTTOM OF AN ACCESSIBLE RAMP, AT ACCESSIBLE BUILDING ENTRANCES, AT AN AREA IN FRONT OF A WALK-UP ATM, AND AT TURNING SPACES ALONG THE ACCESSIBLE PATH OF TRAVEL. THE LANDING AREA SHALL HAVE A MINIMUM CLEAR AREA OF 60 INCHES BY 60 INCHES UNLESS INDICATED OTHERWISE WITHIN THE PLAN SET. 5. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 8.33% RUNNING SLOPE AND A MAXIMUM 2.00% CROSS SLOPE ON ANY CURB RAMPS ALONG THE ACCESSIBLE PATH OF TRAVEL. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT HAVE A SLOPE GREATER THAN 10.00%

AINTAIN A MAXIMUM 8.33% RUNNING SLOPE AND A MAXIMUM 2.00% CROSS SLOPE ON ANY CURB RAMPS ALONG THE ACCESSIBLE PATH OF TRAVEL. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT HAVE A SLOPE GREATER THAN 10.00% IF A LANDING AREA IS PROVIDED AT THE TOP OF THE RAMP. FOR ALTERATIONS, A CURB RAMP FLARES SHALL NOT HAVE A SLOPE GREATER THAN 8.33% IF A LANDING AREA IS NOT PROVIDED AT THE TOP OF THE RAMP. CURBS RAMPS SHALL NOT RISE MORE THAN 6 INCHES IN ELEVATION WITHOUT A HANDRAIL. THE CLEAR WIDTH OF A CURB RAMP SHALL BE NO LESS THAN 36 INCHES WIDE. 6. ACCESSIBLE RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL CONTAIN COMPLIANT HANDRAILS ON BOTH SIDES OF THE RAMP AND SHALL NOT RISE MORE THAN 30” IN ELEVATION WITHOUT A LANDING AREA IN BETWEEN RAMP RUNS. LANDING AREAS SHALL ALSO BE PROVIDED AT THE TOP AND BOTTOM OF THE RAMP. 7. A SLIP RESISTANT SURFACE SHALL BE CONSTRUCTED ALONG THE ACCESSIBLE PATH AND WITHIN ADA PARKING AREAS. 8. THE CONTRACTOR SHALL ENSURE A MAXIMUM OF ¼ INCHES VERTICAL CHANGE IN LEVEL ALONG THE ACCESSIBLE PATH. WHERE A CHANGE IN LEVEL BETWEEN ¼ INCHES AND ½ INCHES EXISTS, CONTRACTOR SHALL ENSURE THAT THE TOP ¼ INCH CHANGE IN LEVEL IS BEVELED WITH A SLOPE NOT STEEPER THAN 1 UNIT VERTICAL AND 2 UNITS HORIZONTAL (2:1 SLOPE). 9. THE CONTRACTOR SHALL ENSURE THAT ANY OPENINGS (GAPS OR HORIZONTAL SEPARATION) ALONG THE ACCESSIBLE PATH SHALL NOT ALLOW PASSAGE OF A SPHERE GREATER THAN ½ INCH. Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-05-GRAD.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' GRADING, DRAINAGE, & UTILITY