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' 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' (a) (b) (c) (d) (b) (c) (a) WHITE STRIPE CONC. WALK OVERHANG TRENCH DRAIN GRT.=235.14' 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) 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

K 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 LIMITED ACCESS (DEBRIS) OVERHEAD WIRE ABOVE BUILDING CHAIN LINK FENCE X X 1 STORY MASONRY WOOD FENCE LIMITED ACCESS (DEBRIS) BOLLARD INTERIOR LOT LINE (TYP.) ELM STREET (50' WIDE) (ASPHALT) 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' 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' (a) (b) (c) (d) (b) (c) (a) WHITE STRIPE CONC. WALK OVERHANG TRENCH DRAIN GRT.=235.14' 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

NDS 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) 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 LIMITED ACCESS (DEBRIS) OVERHEAD WIRE ABOVE BUILDING CHAIN LINK FENCE X X 1 STORY MASONRY WOOD FENCE LIMITED ACCESS (DEBRIS) BOLLARD INTERIOR LOT LINE (TYP.) ELM STREET (50' WIDE) (ASPHALT) 7.9' 4' 29.6' 7.1' 1.6' 30 FT REAR YARD SETBACK 30 FT FRONT YARD SETBACK 10 FT SIDE YARD SETBACK 8 FT SIDE YARD SETBACK 280' SIGHT TRIANGLE (25 MPH ROAD) 240' SIGHT TRIANGLE (25 MPH ROAD) 20 FT LANDSCAPING BUFFER 9' 30' 9' 10'9' 10' 3 5 24' 5' 11' 9' 9' 18' 4' 4' EE LIMIT OF PROPOSED FLUSH CURB PROPOSED 6" CONCRETE CURB (TYPICAL) LIMITS OF PROPOSED CONCRETE CURB LIMITS OF PROPOSED CONCRETE CURB PROPOSED 4" WHITE STRIPING (TYPICAL) PROPOSED 4" WHITE STRIPING 30" ON CENTER (TYPICAL) PROPOSED 3 FT CURB BREAK WITH FLUSH CURB PROPOSED ADA SIGN BOLLARD LIMITS OF PROPOSED CONCRETE CURB LIMITS OF PROPOSED CONCRETE CURB LIMIT OF PROPOSED FLUSH CURB PROPOSED FLUSH CURB 5.0' 20' EXISTING 1-STORY MASONRY BUILDING WITH BASEMENT 1,924 SF BUILDING FOOTPRINT 383 SF OFFICE 2,669 SF

CRETE CURB LIMITS OF PROPOSED CONCRETE CURB LIMIT OF PROPOSED FLUSH CURB PROPOSED FLUSH CURB 5.0' 20' EXISTING 1-STORY MASONRY BUILDING WITH BASEMENT 1,924 SF BUILDING FOOTPRINT 383 SF OFFICE 2,669 SF STORAGE 5.2' 2.6' 8.1' LIMITS OF PROPOSED FLUSH CURB 18' X X X X X X X X X X X X X X X X X X X X X 4.2' 9.4' 77.5' 75.2' 84.7' 7.9' APPROXIMATE LIMIT OF NEW PAVEMENT TO BE SET FLUSH WITH EXISTING PAVEMENT 7.9' 4' 29.6' 7.1' 1.6' 30 FT REAR YARD SETBACK 30 FT FRONT YARD SETBACK 10 FT SIDE YARD SETBACK 8 FT SIDE YARD SETBACK 280' SIGHT TRIANGLE (25 MPH ROAD) 240' SIGHT TRIANGLE (25 MPH ROAD) 20 FT LANDSCAPING BUFFER 9' 30' 9' 10'9' 10' 3 5 24' 5' 11' 9' 9' 18' 4' 4' EE LIMIT OF PROPOSED FLUSH CURB PROPOSED 6" CONCRETE CURB (TYPICAL) LIMITS OF PROPOSED CONCRETE CURB LIMITS OF PROPOSED CONCRETE CURB PROPOSED 4" WHITE STRIPING (TYPICAL) PROPOSED 4" WHITE STRIPING 30" ON CENTER (TYPICAL) PROPOSED 3 FT CURB BREAK WITH FLUSH CURB PROPOSED ADA SIGN BOLLARD LIMITS OF PROPOSED CONCRETE CURB LIMITS OF PROPOSED CONCRETE CURB LIMIT OF PROPOSED FLUSH CURB PROPOSED FLUSH CURB 5.0' 20' EXISTING 1-STORY MASONRY BUILDING WITH BASEMENT 1,924 SF BUILDING FOOTPRINT 383 SF OFFICE 2,669 SF STORAGE 5.2' 2.6' 8.1' LIMITS OF PROPOSED FLUSH CURB 18' X X X X X X X X X X X X X X X X X X X X X 4.2' 9.4' 77.5' 75.2' 84.7' 7.9' APPROXIMATE LIMIT OF NEW PAVEMENT TO BE SET FLUSH WITH EXISTING PAVEMENT 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 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

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 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 SITE IMPROVEMENTS ESSEX COUNTY, NEW JERSEY RUT-210050 01

ITE.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' 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 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 75.0% (7,500 SF) 85.2% (8,524 SF) (EN) 83.4% (8,348 SF) (V) MAXIMUM BUILDING COVERAGE 60.0% (6,000 SF) 19.2% (1,924 SF) NO CHANGE MAXIMUM BUILDING HEIGHT 2.5 STORIES / 35 FT* 1 STORY / 14 FT 3 IN NO CHANGE MINIMUM FRONT YARD SETBACK 30 FT 7.9 FT (EN) NO CHANGE MINIMUM SIDE YARD SETBACK (ONE) 8 FT 2.6 FT (EN) NO CHANGE MINIMUM SIDE YARD SETBACK (BOTH) 18 FT 77.8 FT NO CHANGE MINIMUM REAR YARD SETBACK 30 FT 5.2 FT (EN) NO CHANGE ACCESSORY BUILDING REQUIREMENTS MINIMUM FRONT YARD SETBACK 30 FT 82.7 FT NO CHANGE MINIMUM SIDE YARD SETBACK (ONE) 8 FT 9.4 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) REQUIRED PARKING FOR OFFICE: 1 SPACE PER 250 SF OF FLOOR AREA 383 SF X (1.0 SPACES / 250 SF) =1.53 SPACES =2 SPACES REQUIRED PARKING FOR STORAGE: 1 SPACE PER 600 SF OF FLOOR AREA 2,669 SF X (1.0 SPACES / 600 SF) =4.44 SPACES =4 SPACES TOTAL REQUIRED PARKING: 6 SPACES (*) 8 SPACES § 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

SPACES TOTAL REQUIRED PARKING: 6 SPACES (*) 8 SPACES § 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 FT § 25-12.4 A.(2) ACCESS DRIVE SETBACK: 5 FT 29.6 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. SIGNAGE REQUIREMENTS CODE SECTION REQUIRED PROPOSED § 25-15.3 C.1.(B)(4) WINDOW SIGNS MUST NOT EXCEED 25% OF WINDOW AREA 100% (V) (V) VARIANCE SYMBOL DESCRIPTION X X SAWCUT LINE PROPOSED CURB PROPOSED BUILDING PROPOSED CONCRETE SETBACK LINE PROPOSED CHAINLINK FENCE PROPOSED SIGNS / BOLLARDS PROPERTY LINE PROPOSED FLUSH CURB PROPOSED EXTENDED CURB PROPOSED WOOD FENCE PROPOSED CONCRETE WALL