01 Site Plan Set Dated 10 4 2022

SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. · MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) OR GYPSUM ·MODIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL ROPES AT THE TOP OF BALL SHALL BE CUT AND REMOVED. FOLD BACK TOP 1/3 OF BURLAP. ALL NON-BIODEGRADABLE MATERIAL SHALL BE REMOVED. PLANTING HOLE SHALL BE 12" TO 18" DEEP. FOR LARGER SHRUB ROOT BALLS, MAKE DEPTH MIN. 4" DEEPER THAN BALL. BALLED AND BURLAPPED PLANT SOIL SURFACE ROUGHENED TO BIND WITH BACKFILL SOIL. TOP OF SHRUB ROOT BALL SHALL BE SET FLUSH WITH FINISHED GRADE 3" DOUBLE SHREDDED HARDWOOD MULCH (DO NOT PLACE MULCH AGAINST THE BASE OF THE PLANT) CONTAINER-GROWN PLANT WITH ROOTS PULLED OUT OF BALL BACKFILL SOIL · 1 PART SOIL AMENDMENT (BASED ON SOIL TEST) · 3 PARTS NATIVE TOPSOIL UNDISTURBED SUBGRADE DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL NOT TO SCALE REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000 1 2 3 4 AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER

1 8 2 5 10 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 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 OFFENSES $250 MIN. AND/OR $250 1 OFFENSE UP TO 90

S 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.) 11 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 7 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 X X X X X X X X 8" 8"WIDTH (SEE SITE PLAN) 8" DEPTH (SEE SITE PLAN) LINE POST 2 3 8"Ø MIN. SCHEDULE 40, GALVANIZED STEEL

HORIZONTAL BRACE WITH BLACK VINYL PVC COATINGMOUND CONCRETE TO PREVENT PONDING X X X X X X X X 8" 8"WIDTH (SEE SITE PLAN) 8" DEPTH (SEE SITE PLAN) LINE POST 2 3 8"Ø MIN. SCHEDULE 40, GALVANIZED STEEL POST WITH BLACK VINYL PVC COATING GRADE SECTION VIEW OF WALL GRADE 3'-4" MIN 6'-0" 3"Ø, SCHEDULE 40, ROUND GALVANIZED STEEL CORNER & END 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 CONSTRUCTION 1 5 8"Ø MIN., SCHEDULE 40, TOP RAIL & HORIZONTAL BRACE WITH BLACK VINYL PVC COATING 1 5 8"Ø MIN., SCHEDULE 40, BOTTOM RAIL WITH BLACK VINYL PVC COATING APPROVED CLEAN CRUSHED STONE 12" 24" #4 REBAR AT 16" SPACING (EVERY OTHER BLOCK COURSE) #5 REBAR AT 16" SPACING ON CENTER #4 REBAR AT 6" ON CENTER (CONTINUOUS) NOT TO SCALE TRASH / RECYCLE ENCLOSURE DETAIL TURN BUCKLE FRONT VIEW OF GATE LOCKABLE LATCH DEVICE (LOCK OPTIONAL BY OWNER) GATE WHEELS AT END POSTS HEAVY DUTY HINGES ANCHOR SLEEVES SET INTO CONCRETE CANE BOLT AT EACH GATE 4" 36" 12" 3,000 PSI CONCRETE FOOTING PROVIDE 1/2" PRE-MOLDED FILLER AT SLAB / WALL PROVIDE 4" BLOCK AS CAP AROUND ENTIRE WALL 6" CONCRETE MAT (SEE DETAIL) APPROVED COMPACTED SUBGRADE AIR ENTRAINED CONCRETE 4000 PSI AT 28 DAYS SPLIT FACE BLOCK (8" CMU) FILLED WITH AIR ENTRAINED CONCRETE 4000 PSI AT 28 DAYS NOTE: BLOCK COLOR TO MATCH BUILDING OR AS SPECIFIED BY OWNER PLAN VIEW 6" CONCRETE PAD (SEE SITE PLAN) 1% MINIMUM SLOPE GATE AND POST (SEE FRONT VIEW) ANCHOR SLEEVES FOR GATE STOP HOLDERS (SEE FRONT VIEW) 6" CONCRETE PAD SLAB CONTROL JOINT CONCRETE FOOTING AIR ENTRAINED CONCRETE 4000 PSI AT 28 DAYS (SEE SECTION VIEW) 4" Ø BOLLARD SPREAD AT 4' ON CENTER (MAX) 6" OFFSET SPLIT FACE BLOCK (8" CMU) FILLED WITH AIR ENTRAINED CONCRETE (4000 PSI AT 28 DAYS) WITH #5 VERTICAL REBAR AT 16" ON CENTER AND #4 HORIZONTAL REBAR AT 16" ON CENTER (SEE SECTION VIEW) MOUND CONCRETE TO PREVENT PONDING 9 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

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 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 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

hone 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 CONSTRUCTION DETAILS C-10 AS SHOWN AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER

RESIDENT PARKING ONLY SIGN DETAIL 72" NOT TO SCALE U-CHANNEL 1 NOTES: 1. ALL PIPE SYSTEM INSTALLATIONS SHALL MEET ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 2. ALL HDPE PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS" (LATEST EDITION). 3. ALL RCP PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C76-15, "STANDARD SPECIFICATION FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE" (LATEST EDITION). 4. FOR NON HDPE OR RCP PIPE INSTALLATIONS, CONTRACTOR SHALL INSTALL PIPE IN ACCORDANCE WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 5. WHERE THE TRENCH BOTTOM IS UNSTABLE, CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL MATERIAL AS REQUIRED BY ENGINEER OR PER GEOTECH RECOMMENDATIONS. 6. MINIMUM COVER IN TRAFFIC AREAS IS 12" UP TO 48" DIAMETER PIPE AND 24" FOR 54" - 60" DIAMETER PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT. 7. CONTRACTOR SHALL INSTALL SUITABLE MATERIAL FOR INITIAL AND FINAL BACKFILL. BACKFILL COMPACTION SHOULD MEET ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 2' PLUS PIPE DIAMETER PROPOSED / EXISTING PAVEMENT PROPOSED FULL DEPTH ASPHALT TOP SOIL EXISTING GRADE 6" 6" 12" MIN.12" MIN. APPROVED COMPACTED SUBGRADE (SUITABLE FOUNDATION) BEDDING (APPROVED CLEAN CRUSHED STONE) INITIAL BACKFILL MATERIAL FINAL BACKFILL MATERIAL PROP. STORM PIPE STORM TRENCH DETAIL NOT TO SCALE 4' - 6" 4' - 3" TYPE 'B' STORM INLET DETAIL NOT TO SCALE NOTES: 1. STRUCTURE TO BE CONSTRUCTED OF REINFORCED PRECAST CONCRETE. 2. FRAME AND GRATE TO BE CAST-IRON AND SUPPORT MINIMUM H-25 LOADING. 3. ALL JOINTS TO BE WATER-TIGHT. 4. SUBGRADE BENEATH STRUCTURE SHALL BE LEVELED AND COMPACTED AS NECESSARY PRIOR TO INSTALLING STRUCTURE. 4' - 0" x 3' - 6" PRECAST STRUCTURE PRECAST REINFORCED CONCRETE STRUCTURE TO MEET MINIMUM H-25 LOADING SIDE VIEW TOP VIEW 6" MIN. THE GRATE SHALL BE RAISED TO FINAL GRADE USING FROM 1 TO 3 PRECAST RINGS AND/OR BRICK THE PRECAST STRUCTURE SHALL BE PLACED ON A MINIMUM OF 6" OF 3 4" CLEAN STONE PRECAST SECTIONS SHALL BE JOINED USING A GASKET AND CEMENT GROUT TO PRODUCE A 'LEAK-FREE' JOINT. BICYCLE SAFE GRATE TO BE LABELED / DEFINED PER LOCAL COMMUNITY STANDARDS AND REGULATIONS DRAINAGE PIPES (SEE GRADING PLAN) POURED IN PLACE 3,000 PSI CONCRETE BOTTOM TO PROVIDE POSITIVE SLOPE TO OUTLET

BICYCLE SAFE GRATE TO BE LABELED / DEFINED PER LOCAL COMMUNITY STANDARDS AND REGULATIONS DRAINAGE PIPES (SEE GRADING PLAN) POURED IN PLACE 3,000 PSI CONCRETE BOTTOM TO PROVIDE POSITIVE SLOPE TO OUTLET PIPE CURB TYPE 'N' ECO CURB PIECE (SEE DETAIL)CURB DUMP NO WASTE DRAINS TO WATERWAYS TYPE 'N' ECO CURB PIECE (SEE DETAIL) MANHOLE LADDER RUNGS (SEE DETAIL) 3 EXISTING BUILDING PROPOSED ROOF LEADER COUPLING AND CLEANOUT ATTACHMENT FINISHED GRADE ROOF LEADER DETAIL NOT TO SCALE PROPOSED 6" PVC ROOF LEADER CONNECTION 2 FLOW 4' - 0" DIAMETER PRECAST MANHOLE DOGHOUSE STORM MANHOLE DETAIL NOT TO SCALE PRECAST REINFORCED CONCRETE STRUCTURE TO MEET MINIMUM H-25 LOADING SIDE VIEW TOP VIEW 6" MIN. MINIMUM OF 6" OF 3 4" CLEAN STONE PRECAST SECTIONS SHALL BE JOINED USING A GASKET AND CEMENT GROUT TO PRODUCE A 'LEAK-FREE' JOINT PROPOSED PIPE (SEE GRADING PLAN) POURED IN PLACE 3,000 PSI CONCRETE BOTTOM TO PROVIDE POSITIVE SLOPE TO OUTLET PIPE. MANHOLE LADDER RUNGS (SEE DETAIL) NOTES: 1. STRUCTURE TO BE CONSTRUCTED OF REINFORCED PRECAST CONCRETE. 2. FRAME AND COVER TO BE CAST-IRON AND SUPPORT MINIMUM H-25 LOADING. 3. ALL JOINTS TO BE WATER-TIGHT. 4. SUBGRADE BENEATH STRUCTURE SHALL BE LEVELED AND COMPACTED AS NECESSARY PRIOR TO INSTALLING STRUCTURE. THE RIM SHALL BE RAISED TO FINAL GRADE USING FROM 1 TO 3 PRECAST RINGS AND/OR BRICK 30" DIA. OPENING STORM SEWER MANHOLE COVER TO BE LABELED / DEFINED PER LOCAL COMMUNITY STANDARDS AND REGULATIONS 3' - 5" EXISTING PIPE NON-SHRINK GROUT TOP VIEW - CUTAWAY DOGHOUSE PIPE OPENING POURED IN PLACE 4,000 PSI CONCRETE BASE TO EXTEND MIN. 12" BEYOND MANHOLE WALL 12" MIN. 12" MIN. 12" MIN. POURED IN PLACE 4,000 PSI CONCRETE BASE TO EXTEND MIN. 12" BEYOND MANHOLE WALL POURED IN PLACE 3,000 PSI CONCRETE BOTTOM TO PROVIDE POSITIVE SLOPE TO OUTLET PIPE EXISTING PIPE PROPOSED PIPE PRECAST STRUCTURE NON-SHRINK GROUT FLOW 12" MIN. #4 BARS @ 12" C-C, EACH WAY 4" SET PRECAST STRUCTURE ON BLOCKS OR BENCHES PRIOR TO POURING BASE INSTALLATION: 1. EXCAVATE LOCATION FOR MANHOLE AROUND AND UNDER EXISTING PIPE. 2. INSTALL 6" CLEAN STONE BED AT BOTTOM OF EXCAVATION. 3. SET DOGHOUSE RISER WITH DOGHOUSE OPENING OVER EXISTING PIPE, CHECKING LEVEL AND LOCATION. RISER TO BE SET ON BLOCKS OR BENCHES PRIOR TO POURING BASE. 4. POUR REINFORCED CONCRETE MANHOLE BASE. 5. POUR CONCRETE FLOOR AS NECESSARY TO RAISE BOTTOM TO OUTLET INVERT ELEVATION. 6. REMOVE EXISTING

RISER TO BE SET ON BLOCKS OR BENCHES PRIOR TO POURING BASE. 4. POUR REINFORCED CONCRETE MANHOLE BASE. 5. POUR CONCRETE FLOOR AS NECESSARY TO RAISE BOTTOM TO OUTLET INVERT ELEVATION. 6. REMOVE EXISTING PIPE WITHIN THE MANHOLE. RESIDENT PARKING GREEN LETTERS WHITE BACKGROUND ONLY RESIDENT PARKING ONLY SIGN 12" X 18" 4 5 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 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 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 CONSTRUCTION DETAILS C-11 AS SHOWN AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER

4 2 4" ASSUMED POLE DIAMETER 18" FOUNDATION DIAMETER 5'-6" FOUNDATION DEPTH #3 REINFORCING TIES AT 12" C-C (6) #5 VERTICAL REINFORCEMENT BARS 15' LIGHT POLE 18' MOUNTING HEIGHT FOUNDATION DEPTH MOUNTING HEIGHT 2' MIN. 3" CLEAR COVER FOR ALL REBAR LIGHT POLE INSTALLATION DETAIL NOT TO SCALE NOTES: 1. MINIMUM SOIL BEARING PRESSURE OF 1500 PSF, SOIL FRICTION ANGLE OF 30 DEGREES, AND SOIL DRY UNIT WEIGHT OF 120 PCF SHALL BE CONFIRMED IN THE FIELD BY A QUALIFIED PROFESSIONAL. 2. CAST-IN-PLACE CONCRETE SHALL BE CONSOLIDATED USING VIBRATOR. 3. ALL REBAR TO BE NEW GRADE 60 STEEL. 4. PRE-CAST PIERS ACCEPTABLE UPON WRITTEN APPROVAL OF SHOP DRAWING BY ENGINEER. 5. CONCRETE TO BE INSTALLED A MINIMUM OF 7 DAYS PRIOR TO INSTALLING LIGHT POLE. POURED CONCRETE MIX REQUIRED TO OBTAIN 80% OF DESIGN STRENGTH PRIOR TO INSTALLING LIGHT POLE. 6. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" (WITHIN 1" TOLERANCE). 7. POLE SHALL BE RATED FOR 10 MPH HIGHER THAN MAXIMUM WIND SPEED 33FT ABOVE GROUND FOR THE AREA BASED ON ANSI/ASCE 7-93. 8. POUR TO BE TERMINATED AT A FORM. 9. WORK SHALL CONFORM TO ACI BEST PRACTICES FOR APPROPRIATE TEMPERATURE AND WEATHER CONDITIONS. 10. CONTRACTOR TO TEMPORARILY SUPPORT ADJACENT SOIL AND STRUCTURES DURING EXCAVATION IF REQUIRED. MOUNTING ARM BY LIGHTING MANUFACTURER SEE PLAN FOR NUMBER AND ORIENTATION OF FIXTURES HANDHOLE WITH COVER LIGHT POLE BY LIGHTING MANUFACTURER (SEE NOTE 7) ELECTRIC CONDUIT STUB UP MINIMUM 12" ANCHOR BOLTS AND BASE PLATE BY LIGHTING MANUFACTURER 1" CHAMFER HIGH-STRENGTH NON-SHRINK GROUT 36" 3 TIES AT 4" C-C REINFORCEMENT TIES SPACING (12" OVERLAP) VERTICAL REINFORCEMENT BARS EQUALLY SPACED CAST-IN-PLACE CONCRETE ROUND PIER FOUNDATION, 4,500 PSI AIR-ENTRAINED CONCRETE AT 28 DAYS COMPACTED SUITABLE BACKFILL TO 95% OPTIMUM DRY PROCTOR DENSITY IN LIFTS OF LESS THAN 9" OF UNCOMPACTED SOIL FOUNDATION DIAMETER LIGHTNING GROUND ROD AND ALL ELECTRICAL COMPONENTS TO COMPLY WITH NATIONAL ELECTRIC CODE LANDSCAPING 36" CURB OR EDGE OF PAVEMENT 1 3 LIGHT FIXTURE 'A' SPECIFICATION NOT TO SCALE LIGHT FIXTURE 'B' SPECIFICATION NOT TO SCALE LIGHT FIXTURE 'C' SPECIFICATION NOT TO SCALE 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 BUILDING ADDITION