01 Preliminary and Major Final Site Plan rcd 10 21 24

1 10 2 5 11 3 6 ACCESSIBLE PARKING STALL MARKINGS 18' MINIMUM 5' MINIMUM11' MINIMUM NOT TO SCALE ADA ACCESSIBLE PARKING SIGN AND VAN ACCESSIBLE SUPPLEMENTAL SIGN (SEE SITE PLAN FOR EXACT LOCATION) 4" WIDE, AZURE BLUE STRIPE PAINTED 4" AZURE BLUE SYMBOL OF ACCESSIBILITY 54" W X 60" H 4" WIDE, AZURE BLUE STRIPING AT 24" SPACING RESIDENT PARKING ONLY SIGN DETAIL 72" NOT TO SCALE U-CHANNEL PARKING STALL MARKINGS SEE SITE PLAN SEE SITE PLAN NOT TO SCALE 4" WIDE WHITE STRIPE CURB OR EDGE OF PAVEMENT (SEE SITE PLAN) NOT TO SCALE CONCRETE CURB DETAIL NOTES: 1. CONCRETE SHALL BE 3500 PSI AT 28 DAYS, AIR-ENTRAINED. 2. TRANSVERSE EXPANSION JOINTS SHALL BE PROVIDED AT 20 FOOT INTERVALS WITH PRE-MOLDED, BITUMINOUS JOINT FILLER, RECESSED 14" FROM SURFACE. 3. HALF DEPTH CONTRACTION JOINTS SHALL BE PROVIDED AT 10 FOOT INTERVALS. 4. 18" CURB DEPTH SHALL BE MAINTAINED AT DEPRESSED OR FLUSH CURBED AREAS. 18" 6" 8" SEE PLAN EXPANSION JOINT WHERE ABUTTING CONCRETE SIDEWALK. GRADE OF SIDEWALK OR ADJACENT LANDSCAPE AREA SHALL MEET TOP OF CURB. 12" PREFORMED JOINT FILLER SHALL BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR NON-BITUMINOUS BASE COURSE APPROVED COMPACTED SUBGRADE FULL DEPTH PAVEMENT (SEE DETAIL) R=1" HOT TAR SEAL X X X X X X X X X PLAN 4' BETWEEN CONTRACTION JOINTS 12' BETWEEN EXPANSION JOINTS WIDTH SEE PLAN 6" X 6" GRID, W2.9 X W2.9 WELDED WIRE MESH REINFORCED CONCRETE WALKWAY DETAIL NOT TO SCALE NOTES: 1. MAXIMUM CROSS SLOPE SHALL BE 14" PER FOOT. 2. 14" EXPANSION JOINTS SHALL BE PROVIDED AT 12' INTERVALS WITH PRE-MOLDED, BITUMINOUS JOINT FILLER, RECESSED 14" FROM THE SURFACE. 3. 1" DEEP BY 14" WIDE, TOOLED CONTRACTION JOINTS SHALL BE PROVIDED AT 4' INTERVALS. 4. EXPANSION JOIN SHALL BE PROVIDED WHERE ADJACENT TO A BUILDING. WIDTH (SEE PLAN) SECTION FINISHED GRADE SHALL BE FLUSH WITH ABUTTING SIDEWALK MEET GRADE AT PERIMETER OF SIDEWALK APPROVED COMPACTED SUBGRADE 4" THICK, AIR ENTRAINED CONCRETE 4,000 PSI AT 28 DAYS 4" THICK, APPROVED CLEAN CRUSHED STONE 18" 3'-0" 6" RESERVED PARKING 6" Ø STEEL PIPE FILLED WITH CONCRETE & PAINTED TRAFFIC YELLOW 3'-0" ACCESSIBLE PARKING SIGN WITH BOLLARD DETAIL NOT TO SCALE 3000 PSI CONCRETE FOOTING NEW JERSEY ACCESSIBLE PARKING SIGN 12" X 18" (R7-8) GREEN LETTERS WHITE BACKGROUND U-CHANNEL AZURE BLUE WHITE SYMBOL BACKFILL WITH SUITABLE MATERIAL AND COMPACT THOROUGHLY TOW-AWAY ZONE COMMUNITY SERVICE SUBSEQUENT

ESSIBLE PARKING SIGN 12" X 18" (R7-8) GREEN LETTERS WHITE BACKGROUND U-CHANNEL AZURE BLUE WHITE SYMBOL BACKFILL WITH SUITABLE MATERIAL AND COMPACT THOROUGHLY TOW-AWAY ZONE COMMUNITY SERVICE SUBSEQUENT OFFENSES $250 MIN. AND/OR $250 1 OFFENSE UP TO 90 DAYS PENALTY ST VAN ACCESSIBLE VAN ACCESSIBLE SIGN (R7-8P) WHERE INDICATED ON PLANS NEW JERSEY SUPPLEMENTAL PENALTY SIGN 60" (MIN.) 4,500 PSI CONCRETE FOOTING 18" 3'-0" 6" 4" OR 6" Ø STEEL PIPE FILLED WITH CONCRETE AND PAINTED OR COVERED WITH SLEEVE (CLIENT PREFERENCE) 3'-6" NOT TO SCALE BOLLARD DETAIL APPROVED COMPACTED SUBGRADE REFLECTIVE YELLOW TAPE EXISTING ASPHALTNEW ASPHALT FULL DEPTH ASPHALT PAVEMENT DETAIL NOT TO SCALE APPROVED COMPACTED SUBGRADE MILLED ASPHALT KEY 1" DEEP X 12" WIDE HOT TAR SEAL SAW CUT AND HOT TAR SEAL 2" THICK, HMA SURFACE COURSE 4" THICK, HMA BASE COURSE 6" THICK, APPROVED DENSE GRADED AGGREGATE NOTE: HMA MIX AND DENSE GRADED AGGREGATE SHALL CONFORM TO STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 4 FLUSH CURB DIMENSIONS A B C 72" 6" 12" 60" 5" 13" 48" 4" 14" 36" 3" 15" FLUSH CURB DETAIL NOT TO SCALE ELEVATION SECTION A-A C B (MAXIMUM) 18" CURB BELOW PAVEMENT A A 6" 18" 0" (FLUSH) TOP OF CURB FINAL PAVEMENT GRADESEE PLAN TOP OF PAVEMENT A A 4" 36" 3" MAX 6' 9' MAX CENTER TO CENTER GRADE 6' HIGH CHAIN LINK FENCE NOTES: 1. CONTRACTOR TO PROVIDE ALL HARDWARE NECESSARY FOR FENCE CONSTRUCTION AND OPERATION, PER SITE DESIGN. INSTALLATION SHALL COMPLY WITH MANUFACTURER'S REQUIREMENTS. 2. FENCE DETAIL ONLY APPLIES TO FENCE WITH PRIVACY SLATS. 3. FENCE TO BE INSTALLED FOLLOWING SITE GRADING. 4. FENCE TO BE INSTALLED ONE FOOT WITHIN PROPERTY LINE WHERE SHOWN ON PROPERTY LINE ON SITE PLAN. 5. VIBRATE OR TAMP BACKFILL FOR CONSOLIDATION SURROUNDING FENCE POSTS. NOT TO SCALE 12" 3"Ø, SCHEDULE 40, ROUND GALVANIZED STEEL CORNER & END POST WITH BLACK VINYL PVC COATING STRETCHER BAR 3,000 PSI CONCRETE FOOTING 1 5 8"Ø MIN., SCHEDULE 40, TOP RAIL & HORIZONTAL BRACE WITH BLACK VINYL PVC COATING LINE POST 2 3 8"Ø MIN. SCHEDULE 40, GALVANIZED STEEL POST WITH BLACK VINYL PVC COATING NO. 9 GAUGE STEEL WIRE (2" MESH) WITH BLACK VINYL PVC COATING MAX 2" OPENING BETWEEN POST AND ADJACENT FENCE COMPONENT LINE POST 1 5 8"Ø MIN., SCHEDULE 40, TOP RAIL & HORIZONTAL BRACE WITH BLACK VINYL PVC COATINGMOUND CONCRETE TO PREVENT PONDING 7 NOT TO SCALE NOTES: 1. CONCRETE SHALL BE 4000 PSI AT 28 DAYS,

COMPONENT LINE POST 1 5 8"Ø MIN., SCHEDULE 40, TOP RAIL & HORIZONTAL BRACE WITH BLACK VINYL PVC COATINGMOUND CONCRETE TO PREVENT PONDING 7 NOT TO SCALE NOTES: 1. CONCRETE SHALL BE 4000 PSI AT 28 DAYS, AIR-ENTRAINED. 2. 12" EXPANSION JOINTS WITH WATER SEAL SHALL BE PROVIDED AT 50 FOOT INTERVALS WITH PRE-MOLDED, BITUMINOUS JOINT FILLER, RECESSED 14" FROM SURFACE. LONGITUDINAL REBAR TO BE CUT AT EXPANSION JOINTS. 3. 1" DEEP AND 12" WIDE TOOLED CONTRACTION JOINTS SHALL BE PROVIDED AT MID-POINT BETWEEN EXPANSION JOINTS, OR 30 FOOT MAX. 12" PREFORMED JOINT FILLER SHALL BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR NON-BITUMINOUS BASE COURSE AIR ENTRAINED 4000 PSI CONCRETE AT 28 DAYS 24" 18" MAXIMUM REVEAL EXTENDED CONCRETE CURB DETAIL 1 12" RADIUS #4 BARS AT 18" ON CENTER (3" CLEAR) HOT TAR SEAL SEE PLAN 9" 3" 3" 3" 3" #4 BARS TOP & BOTTOM CONTINUOUS 18 EXPANSION JOINT WHERE ABUTTING CONCRETE SIDEWALK APPROVED COMPACTED SUBGRADE CONCRETE FOUNDATION (SEE NOTE 1) FULL DEPTH PAVEMENT (SEE DETAIL) CONCRETE SIDEWALK (SEE DETAIL) 3" BELGIAN BLOCK CURB DETAIL NOT TO SCALE NOTES: 1. CONCRETE SHALL BE 3500 PSI AT 28 DAYS, AIR-ENTRAINED. 2. 12" EXPANSION JOINTS WITH WATER SEAL SHALL BE PROVIDED AT 50 FOOT INTERVALS WITH PRE-MOLDED, BITUMINOUS JOINT FILLER, RECESSED 14" FROM SURFACE. LONGITUDINAL REBAR TO BE CUT AT EXPANSION JOINTS. 3. 1" DEEP AND 12" WIDE TOOLED CONTRACTION JOINTS SHALL BE PROVIDED AT MID-POINT BETWEEN EXPANSION JOINTS, OR 30 FOOT MAX. 4. 16" CURB DEPTH SHALL BE MAINTAINED AT DEPRESSED OR FLUSH CURBED AREAS. 16" SEE PLAN 4" 6" 12" 6" X 4" X 10" MINIMUM BELGIAN BLOCK, GRANITE BLOCK, OR APPROVED EQUAL CONCRETE FOUNDATION (SEE NOTE 1) 1" BATTER APPROVED COMPACTED SUBGRADE 10" 4" 12" PREFORMED JOINT FILLER SHALL BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR NON-BITUMINOUS BASE COURSE FULL DEPTH PAVEMENT (SEE DETAIL) HOT TAR SEAL EXPANSION JOINT WHERE ABUTTING CONCRETE SIDEWALK. GRADE OF SIDEWALK OR ADJACENT LANDSCAPE AREA SHALL MEET TOP OF CURB. PRIVACY SLATS RESIDENT PARKING GREEN LETTERS WHITE BACKGROUND ONLY RESIDENT PARKING ONLY SIGN 12" X 18" 18" 3'-0" 6" 6" Ø STEEL PIPE FILLED WITH CONCRETE & PAINTED TRAFFIC YELLOW 3'-0" 3000 PSI CONCRETE FOOTING BACKFILL WITH SUITABLE MATERIAL AND COMPACT THOROUGHLY 8 9 Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-10-11-DETL.DWG ISSUE DATE

CONCRETE FOOTING BACKFILL WITH SUITABLE MATERIAL AND COMPACT THOROUGHLY 8 9 Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-10-11-DETL.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 CONSTRUCTION DETAILS C-10 AS SHOWN