01 Preliminary and Major Final Site Plan rcd 10 21 24

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 SOILDS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX NOTES: 1. FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 3. SOIL AMENDMENTS: · 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 MIX SPACING CHART A ROW "A"SPACING "D" PLANTED ON CENTER (SEE SPACING CHART) 36" O.C. 6" O.C. 8" O.C. 10" O.C. 12" O.C. 15" O.C 18" O.C. 24" O.C. 30" O.C. 30.00" 5.20" 6.93" 8.66" 10.40" 13.00" 15.60" 20.80" 26.00" DD D NOT TO SCALE NOTES: 1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 2. SOIL AMENDMENTS: · MODIFY HEAVY CLAY OR SILT SOILDS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) OR GYPSUM · MODIFY EXTREMELY SANDY SOILDS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX 3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS 2" DOUBLE SHREDDED HARDWOOD MULCH (DO NOT PLACE MULCH AGAINST THE BASE OF THE PLANT) GENTLY PULL ROOTS AWAY FROM TOPSOIL MASS WITH FINGERS BACKFILL SOIL · 1 PART SOIL AMENDMENT (BASED ON SOIL TEST) · 3 PARTS NATIVE TOPSOIL UNDISTURBED SUBGRADE GROUND COVER/PERENNIAL/ANNUAL PLANTING DETAIL NOT TO SCALE DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL 3 4 4" TO 6" DEEPER THAN ROOT BALL X = MINIMUM DIAMETER OF PREPARED SOIL FOR TREES. SEE TABLE DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE 12" TO 18" (FOR LARGER SHRUB ROOT BALLS MAKE DEPTH MIN. 4" DEEPER THAN BALL) BALLED AND BURLAPPED PLANT PREPARE SOIL IN THE ENTIRE BED USING PROCEDURES OUTLINED IN TABLE (X) 8" TO

DETAIL NOT TO SCALE 12" TO 18" (FOR LARGER SHRUB ROOT BALLS MAKE DEPTH MIN. 4" DEEPER THAN BALL) BALLED AND BURLAPPED PLANT PREPARE SOIL IN THE ENTIRE BED USING PROCEDURES OUTLINED IN TABLE (X) 8" TO 12" CONTAINER PLANT NOT TO SCALE PROVIDE A (48") INCH RIGID TREE BARK PROTECTOR AROUND THE TRUNK OF CANOPY TREES AND UNDERSTORY TREES FOR DEER PROTECTION. "TREE BARK PROTECTORS - BG48" (A.M. LEONARD HORTICULTURAL SUPPLY) AT 800-433-0633 OR APPROVED EQUAL MARK NORTH SIDE OF TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE FIELD. WHEN IRRIGATION IS NOT PROVIDED SPECIFICALLY FOR THE TREE, TREEGATOR BAGS ARE RECOMMENDED TO HELP FACILITATE PROPER WATERING DURING THE FIRST TWO YEARS. WIRE BASKET TO REMOVED CUT OFF TWINE, OPEN BURLAP, CUT AS LOW AS POSSIBLE AND REMOVE. DIG WIDE SHALLOW HOLE WITH TAPERED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL SET ROOT BALL ON UNDISTURBED SOIL PAD IN BOTTOM OF HOLE. SOIL TO BE PREPARED PER NOTES PRIOR TO PLANTING TREE. MAXIMUM 3" OF SHREDDED BARK MULCH. DO NOT PLACE MULCH WITHIN 6" OF TREE TRUNK. FORM EARTH WATERING SAUCER AROUND TREE AT EDGE OF ROOT BALL. SET TOP OF TRUE ROOT BALL 1" TO 2" ABOVE FINISHED GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. SECURE STAKES TO TREE USING 2 ARBORTIES. INSTALL (2) 3" dia. 8' LONG CEDAR POST IN TO UNDISTURBED SOIL, THEN BACKFILL. STAKES SHALL KEEP TREE VERTICAL AND PLUMB. AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING. OTHERWISE DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS. MARK NORTH SIDE OF TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE FIELD. WIRE BASKET TO REMOVED CUT OFF TWINE, OPEN BURLAP, CUT AS LOW AS POSSIBLE AND REMOVE. X = MINIMUM WIDTH OF PREPARED SOIL FOR TREES. SEE TABLE DIG WIDE SHALLOW HOLE WITH TAPERED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL SET ROOT BALL ON UNDISTURBED SOIL PAD IN BOTTOM OF HOLE. AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING. OTHERWISE DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS. INSTALL (2) 3" dia. 8' LONG CEDAR POST IN TO UNDISTURBED SOIL, THEN BACKFILL. STAKES SHALL KEEP TREE VERTICAL AND PLUMB. SECURE STAKES TO TREE USING 2 ARBORTIES. SET TOP OF TRUE ROOT BALL 1" TO 2" ABOVE FINISHED GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. FORM EARTH WATERING SAUCER AROUND TREE AT EDGE OF ROOT BALL. MAXIMUM 3" OF SHREDDED

RBORTIES. SET TOP OF TRUE ROOT BALL 1" TO 2" ABOVE FINISHED GRADE OR SEVERAL INCHES HIGHER IN POORLY DRAINING SOILS. FORM EARTH WATERING SAUCER AROUND TREE AT EDGE OF ROOT BALL. MAXIMUM 3" OF SHREDDED BARK MULCH. DO NOT PLACE MULCH WITHIN 6" OF TREE TRUNK. SOIL TO BE PREPARED PER NOTES PRIOR TO PLANTING TREE. 4" TO 6" DEEPER THAN ROOT BALL PLACE SHRUB IN HOLE REMOVE AS MUCH BURLAP AS POSSIBLE FROM ROOT BALL. COMPLETELY REMOVE ALL PLASTIC OR NYLON STRING. SET ROOT BALL FLUSH WITH FINISHED GRADE MAXIMUM 2" MULCH, DO NOT PUT MULCH WITHIN 4" OF BASE OF PLANT. SOIL SURFACE ROUGHENED TO BIND WITH NEW SOILS SOIL TO BE PREPARED PER NOTES PRIOR TO PLANTING TREE. LAWN OR PAVING EXISTING SUBGRADE SOIL TO BE PREPARED PER TABLE PRIOR TO PLANTING TREE. USE FINGERS OR SMALL HAND TOOL TO PULL ROOTS OUT OF BALL. ARBORTIE DETAIL NOT TO SCALE ARBOR TIE NAILED TO STAKE ARBOR TIE STAKES TREE TREE INSTALLATION GUIDELINES: 1. LOOP TIE AROUND TREE AND NAIL TO CEDAR STAKE. 2. REMOVE ALL STAKING AND TIES AT END OF FIRST GROWING SEASON. 3. FOLD ENDS OF ARBORTIE BACK. SECURE TO STAKES WITH 1" GALVANIZED ROOFING NAIL OR USE A KNOT. 4. CONSULT LANDSCAPE ARCHITECT FOR STAKING OF TREES LARGER THAN 6". 5. SOURCES INCLUDE: GEMPLERS 1-800-332-6744 or GEMPLERS.COM CSP OUTDOORS 1-800-592-6940 or CSPOUTDOORS.COM WHEN IRRIGATION IS NOT PROVIDED SPECIFICALLY FOR THE TREE, TREEGATOR JR. BAGS ARE RECOMMENDED TO HELP FACILITATE PROPER WATERING DURING THE FIRST TWO YEARS. 21 NOTES: 1. FOR THE CONTAINER-GROWN SHRUBS, USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL 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 5 IRRIGATION DURING ESTABLISHMENT SIZE AT PLANTING IRRIGATION FOR VITALITY IRRIGATION FOR SURVIVAL < 2" CALIPER DAILY FOR TWO WEEKS, EVERY OTHER DAY FOR TWO MONTHS, WEEKLY UNTIL ESTABLISHED TWO TO THREE TIMES WEEKLY FOR TWO TO THREE MONTHS 2"-4 CALIPER DAILY FOR ONE MONTH, EVERY OTHER DAY FOR THREE MONTHS,

IPER DAILY FOR TWO WEEKS, EVERY OTHER DAY FOR TWO MONTHS, WEEKLY UNTIL ESTABLISHED TWO TO THREE TIMES WEEKLY FOR TWO TO THREE MONTHS 2"-4 CALIPER DAILY FOR ONE MONTH, EVERY OTHER DAY FOR THREE MONTHS, WEEKLY UNTIL ESTABLISHED TWO TO THREE TIMES WEEKLY FOR THREE TO FOUR MONTHS 4 >" CALIPER DAILY FOR SIX WEEKS, EVERY OTHER DAY FOR FIVE MONTHS, WEEKLY UNTIL ESTABLISHED TWICE WEEKLY FOR FOUR TO FIVE MONTHS TABLE NOTES: 1. AT EACH IRRIGATION, APPLY TWO TO THREE GALLONS PER INCH TRUNK CALIPER TO THE ROOT BALL SURFACE. APPLY IT IN A MANNER SO ALL WATER SOAKS THE ENTIRE ROOT BALL. DO NOT WATER IF ROOT BALL IS WET/SATURATED ON THE IRRIGATION DAY. 2. WHEN IRRIGATING FOR VITALITY, DELETE DAILY IRRIGATION WHEN PLANTING IN WINTER OR WHEN PLANTING IN COOL CLIMATES. ESTABLISHMENT TAKES THREE TO FOUR MONTHS PER INCH TRUNK CALIPER. NEVER APPLY IRRIGATION IF THE SOIL IS SATURATED. 3. WHEN IRRIGATION FOR SURVIVAL, TREES TAKE MUCH LONGER TO ESTABLISH THAN REGULARLY IRRIGATED TREES. IRRIGATION MAY BE REQUIRED IN THE NORMAL HOT, DRY PORTIONS OF THE FOLLOWING YEAR.

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

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 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) 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

N. 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 PIPE WITHIN THE MANHOLE. LIGHT FIXTURE 'B' SPECIFICATION LIGHT FIXTURE 'A' SPECIFICATION 1 2 3 5 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 Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-10-11-DETL.DWG ISSUE DATE