251203_42 ERW Full Set

7" X 12", 12" O.C. COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1/2" DIA. GRADE 60 STEEL REINFORCEMENT PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS. 4. INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY # 3405 OR APPROVED EQUAL. 5. WHEN DEPTH IS GREATER THEN 12' THE WALLS SHOULD BE EITHER 8" THICK CONCRETE OR 8" SOLID CONCRETE BLOCK AND THE FOOTING SHALL BE EXTENDED TO 12" BEYOND THE OUTSIDE WALLS. 6. ALL CONCRETE TO BE NJDOT CLASS "B". 7. IN ACID SOILS, TWO COATS OF BITUMASTIC WATER PROOFING SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATION. 8. INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS. 8" DEPTH OF CONCRETE INVERT TO BE 0.8 THE DIAMETER OF THE MAIN LINE (SEE NOTE # 1) 6" (SEE NOTE # 5) FRAME AND GRATE 6" NJDOT #57 CRUSHED STONE BEDDING ON UNDISTURBED EARTH 6" OR 8" CONCRETE OR CONCRETE BLOCK (SEE NOTE # 5) FRAME & GRATE LADDER RUNGS 12" O.C. BRICK AND MORTAR TO GRADE, 12" MAXIMUM VARIES TYPE 'A' INLET DETAIL NOT TO SCALE 6 02/01/19MCNJ-UTIL-STRM-1000 MIN. TRENCH WIDTH (SEE NOTE 3) 6" d = 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE 9" MIN. 9" MIN. MINIMUM COVER SEE NOTE 2. FINAL BACKFILL COMPACTED SUITABLE BACKFILL 3/4" CRUSHED STONE BEDDING UNDISTURBED EARTH OR COMPACTED SUBGRADE COMPACTED SUITABLE CLASS III BEDDING (FOR DRY TRENCH INSTALLATION) D NOTES: 1. ALL PIPE SYSTEMS AND BACKFILL SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321. 2. MINIMUM COVER FOR HDPE PIPES IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR UP TO 60" DIAMETER PIPE. PIPE COVER IS MEASURED FROM TOP OF PIPE TO THE BOTTOM OF FLEXIBLE PAVEMENT, OR TO THE TOP OF RIGID PAVEMENT, OR TO THE GROUND SURFACE. 3. MINIMUM TRENCH WIDTH PER MANUFACTURER'S RECOMMENDATIONS. SPRINGLINE GRADE HDPE PIPE HDPE STORM PIPE BEDDING DETAIL NOT TO SCALE 9 05/01/17MCNJ-UTIL-STRM-2302 6" 10' NOMINAL POST SPACING 1-3/4" MESH-9 GA. OR 1 1/4" MESH - 9 GA. VINYL COATED STEEL FABRIC (COLOR AS NOTED) ATTACH FABRIC FACING INWARD TO TOP AND BOTTOM RAILS 4" X 4" POST OR 4"Ø OR 6"Ø POST BEVELED ENDS (MIN. 2" OVERLAP) 6" SPRUCE OR CEDAR RAILS PLACE POST IN HOLE PLUMB AND BACKFILL WITH EXISTING SOIL, AND COMPACT EVERY 6" OF DEPTH KNUCKLED SELVAGE FOR TOP AND BOTTOM OF FABRIC 3' 4' 6" SPLIT RAIL FENCE (3 - RAIL) WITH FABRIC DETAIL NOT TO SCALE 4 07/01/19MCCM-SITE-FNCE-1901 20" X 5" ORIFICES INV. 616.73 1' WIDE WEIR INV. 618.75 NOTE: 1. INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS,

3 - RAIL) WITH FABRIC DETAIL NOT TO SCALE 4 07/01/19MCCM-SITE-FNCE-1901 20" X 5" ORIFICES INV. 616.73 1' WIDE WEIR INV. 618.75 NOTE: 1. INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, 45° BENDS AND BELL/BELL COUPLERS. 2. WATERTIGHT INJECTION MOLDED FITTINGS AND WATERTIGHT PIPE CAN BE SUBSTITUTED FOR WATERTIGHT APPLICATIONS. 3. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL. 4. CLEANOUTS TO BE 4" MINIMUM SIZE TO ACCOMMODATE ROOF LEADER. BUILDING FACE DOWNSPOUT ADAPTER FINISHED GRADE *ADS N-12 STORM PIPE (TYP) INJECTION MOLDED ST 90° BEND TO CONNECTION POINT TEE CLEANOUT ADS ROOF DOWNSPOUT WITH TEE CLEANOUT DETAIL NOT TO SCALE 7 07/01/19MCNY-UTIL-STRM-1901 NOTES: 1. PAVERS TO BE PAVEDRAIN 12" X 12" SYSTEM OR APPROVED EQUIVALENT. 2. PVC PERFORATIONS TO BE 3/8" ON 12" CENTERS, 2 ROWS, @ 5 AND 7 O'CLOCK RESPECTIVELY. 11" 12" X 12" PAVEDRAIN PERVIOUS PAVERS CURB EDGE AS APPLICABLE (SEE PLAN) 4" OPEN GRADED BASE (ASTM NO. 57) 11" SUB BASE (ASTM NO. 2) MIRAFI RS 380i (OR APPROVED EQUAL) PAVEDRAIN POROUS PAVER DETAIL MODIFIED DTL_DATE 10 NOT TO SCALE NOT TO SCALE STORMTECH MC-3500 STANDARD DETAILS NOT TO SCALE 8 6" 6" 4 X 4 POST OR 4' Ø OR 6" Ø ROUND POST GALVANIZED CLASP AND LATCH GALVANIZED STRAP HINGE AND BOLTS (TYP.) 6" SPRUCE OR CEDAR RAILS GALVANIZED LATCH AND ANCHOR WITH GALVANIZED PIPE SIZED TO FIT DROP BAR CONCRETE FOOTING (TYP) 6" STAMPED GRAVEL ATTACH FABRIC TO TOP AND BOTTOM RAILS 1-3/4" MESH, 9 GAUGE VINYL COATED STEEL FABRIC (BLACK) FACING INWARD 6" WOOD GATE (3 - RAIL) DETAIL NOT TO SCALE 30" MIN. NOTE: 1. FOOTING TO BE 2 X POST WIDTH, MINIMUM 30" DEEP AND 4,500 PSI CONCRETE. 5 07/01/19MCCM-SITE-FNCE-2000 4' 4' 4' WIDTH VARIES (SEE PLAN) GRAVEL PATHWAY DETAIL 2" QUARRY PROCESSED STONE 6" DENSE GRADED AGGREGATE COMPACTED SUBGRADE 13 08/01/20MCNJ-SITE-PVMT-2200 MOD: 11/19/24 NOT TO SCALE DESIGN HEIGHT MAX. 4 FT. 8" 1" - 1 1/4" RETAINED SOIL FOUNDATION SOIL UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD FINISHED GRADE TYPICAL WALL UNIT TYPICAL CAP UNIT 4' HIGH FENCING (SEE NOTE 4) 8" MIN.LOW PERMEABLE SOIL PROPOSED SWALE BEHIND WALL UNIT DRAINAGE FILL (3/4" CRUSHED ROCK OR STONE) APPROXIMATE LIMITS OF EXCAVATION 4" PERFORATED PVC DRAINAGE TILE TYPICAL GRAVITY WALL SECTION (MAXIMUM 4FT. DESIGN HEIGHT) DETAIL NOT TO SCALE NOTES: 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION FOR MUNICIPAL AND/OR AGENCY APPROVALS AND IS NOT

TED PVC DRAINAGE TILE TYPICAL GRAVITY WALL SECTION (MAXIMUM 4FT. DESIGN HEIGHT) DETAIL NOT TO SCALE NOTES: 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION FOR MUNICIPAL AND/OR AGENCY APPROVALS AND IS NOT INTENDED TO BE USED FOR CONSTRUCTION. 2. CONTRACTOR TO PROVIDE SITE-SPECIFIC SHOP DRAWINGS AND STRUCTURAL DESIGN CALCULATIONS FOR EACH RETAINING WALL PREPARED BY A STATE LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 3. MODULAR CONCRETE BLOCK WALL TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4. A SAFETY BARRIER (FENCING) IS REQUIRED ON ALL WALLS WHERE THE WALL HEIGHT EXCEEDS 30". PLACEMENT AND INSTALLATION METHOD OF THE PROPOSED FENCING TO BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 12 10/01/19MCCM-SITE-WALL-1000 PERMIABLE HORSE FOOTING DETAIL11 MCNJ-SITE-PVMT-2200NOT TO SCALE 4" PADDOCK SAND 4" 3 4" CRUSHED STONE

TREE PLANTING DETAIL 07/01/19 NOTES: 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. PLASTIC CHAIN 2" DIA. HARDWOOD STAKES 2 3 TREE HEIGHT. 2 PER TREE LOCATED OUTSIDE OF PLANTING PIT. BOTH TREE STAKES TO BE REMOVED AFTER ONE YEAR. 3" SHREDDED HARDWOOD BARK MULCH. MULCH NOT TO CONTACT ROOT FLARE RUBBER GUARD TO PREVENT BARK DAMAGE 6" SAUCER RIM TOPSOIL REMOVE ALL ROPE FROM TRUNK AND TOP OF ROOT BALL. FOLD BURLAP BACK 1 3 FROM TOP OF ROOT BALL. PREPARED BACKFILL MIX; SEE GENERAL PLANTING NOTE C1. SOAK BACKFILL AFTER PLANTING. WIRE BASKET TO BE REMOVED. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. PRUNE FOR VIGOR, MAINTAIN NATURAL GROWTH HABIT; NEVER CUT CENTRAL LEADER OR TRUNK. 30" MIN. 7' MIN. 18" MIN. NOT TO SCALE 12 NOTES: 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. 3" SHREDDED HARDWOOD BARK MULCH 6" SAUCER RIM TOPSOIL REMOVE ALL ROPE FROM TRUNK AND TOP OF ROOT BALL. FOLD BURLAP BACK 1 3 FROM TOP OF ROOT BALL. PREPARED BACKFILL MIX; SEE GENERAL PLANTING NOTE C1. SOAK BACKFILL AFTER PLANTING. WIRE BASKET TO BE REMOVED. PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. PRUNE FOR VIGOR, MAINTAIN NATURAL GROWTH HABIT; NEVER CUT CENTRAL LEADER OR TRUNK. SHRUB PLANTING DETAIL NOT TO SCALE 10 EQ. EQ. EQ. EQ. NOTES: 1. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. GROUNDCOVER MULCH PLANTING MEDIUM TYPICAL SPACING, SPACING DISTANCE AS SHOWN ON PLAN OR SPECIFIED IN PLANT SCHEDULE. PLANT ROW PLANT CENTER PERENNIAL PLANTING DETAIL NOT TO SCALE 11 Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C. Engineering & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. Engineering& Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DRAWN BY:DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers

GINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DRAWN BY:DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-DTLS-42 2024\24006174A\Engineering\Site Plans\C-DTLS-42.dwg\C-X.XX-40 ERW DETAILS (3) By: MICHAELA.NICODEMO R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________CITY PLANNING COMMISSION _______________________CHAIRMAN ATTEST: _______________________ _______________________SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY & FINAL MAJOR SITE PLAN WAYSTONE REALTY LLC PROPOSED RESIDENTIAL DEVELOPMENT BLOCK 106, LOT 24.01 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 10/18/2024 MMN JF 24006174A 1 12/20/24 MMN REVISED TO PROVIDE ADDITIONAL DETAIL 2 7/1/25 MMN REVISED GRADING 3 12/03/25 MMN REVISED PER GEOTECHINICAL INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ FOR PTH WOODCLIFF LAKE 300 Tice Boulevard Suite 101 Woodcliff Lake, NJ 07677 845.352.0411 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING Doing Business as of 9 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 CONSTRUCTION DETAILS - 2 9 STANDARD SILT FENCE DETAIL NOT TO SCALE FLOW 16" MIN. FILTER FABRIC GRADE 10' O.C. 20" MIN 6" MIN. DIG 4" WIDE & 6" DEEP, BURY BOTTOM 6" (MIN.) OF FABRIC, TAMP IN PLACE 2"x2"x36" OAK OR OTHER HARDWOOD POSTS (TYP.) FILTER FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC (3'-0" WIDE) FENCE POST (SPACING 10' ON CENTER) 6" 20" MIN. 16" MIN. 10' (SEE NOTE

ARDWOOD POSTS (TYP.) FILTER FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC (3'-0" WIDE) FENCE POST (SPACING 10' ON CENTER) 6" 20" MIN. 16" MIN. 10' (SEE NOTE 5) 4" DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE NOTES: 1. GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USING WIRE TIES OR HOG RINGS. USE 3 FASTENERS PER POST. 2. SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS. 3. ALL SILT FENCE TO BE INSPECTED AND REMEDIAL MAINTENANCE PERFORMED BY THE CONTRACTOR AS REQUIRED. MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 4. WHEN TWO SECTIONS OF FILTER FABRIC ARE JOINED, THEY SHALL BE OVER-WRAPPED BY SIX INCHES AND FOLDED. 5. FILTER FABRIC TO BE EITHER FILTER X, MIRAFI 100X, STABILINKA T14ON, OR APPROVED EQUIVALENT. 6. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. 7. IF SPACE PERMITTED, LOCATE SILT FENCE 10' AWAY FROM TOE OF SLOPE IF THE SLOPE IS STEEPER THAN 1:1. 18" MIN. 07/01/19MCNY-SOIL-EROS-1100 2 NOTES: 1. GEOTEXTILE TO BE WOVEN POLYPROPYLENE PRODUCT, OR APPROVED EQUAL. 2. FILLER CORE MAY BE SAND, COMPOST, OR PEA GRAVEL COMPLETELY CONTAINED WITHIN GEOTEXTILE. SEAMS, CLOSED BY SUITABLE MECHANICAL MEANS TO PREVENT LEAKAGE OF FILLER. 3. WHERE NO CURB IS PRESENT, BARRIER SHALL COMPLETELY ENCIRCLE THE DRAIN INLET. 4. INLET GRATE OPENING IS TO BE KEPT CLEAR OF OBSTRUCTIONS AT ALL TIMES. 5. THE PROTECTION DEVICE WILL BE DESIGNED TO CAPTURE OR FILTER RUNOFF FROM THE 1 YEAR/ 24 HOUR STORM EVENT AND SHALL SAFELY CONVEY HIGHER FLOWS DIRECTLY INTO THE STORM SEWER SYSTEM. 6. OTHER METHODS THAT ACCOMPLISH THE PURPOSE OF STORM SEWER INLET PROTECTION MAY BE USED IF APPROVED BY THE PROJECT ENGINEER. 7. INSPECTIONS SHALL BE FREQUENT. MAINTENANCE, REPAIR, AND REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. THE BARRIER SHALL BE REMOVED WHEN THE AREA DRAINING TOWARDS THE INLET HAS REACHED FINAL STABILIZATION. PLAN VIEW PAVEMENT A SECTION A-A A CURB GRATE6" TYPICAL TO CASTING HEIGHT 8" MIN. 4" MIN. GRATECURB 3/4 " CLEAN STONE TO SEAL GAPS (IF NEEDED) GEOTEXTILE COMPOST FILLED TUBE OR SAND BAGS PAVEMENT INLET PROTECTION (FILTER BARRIER) DETAIL NOT TO SCALE 4MCNY-SOIL-EROS-1500 4 MULTIPLE TREES SINGLE TREE BRANCH PRUNING NOTES: 1. PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION DISTRICT

EES SINGLE TREE BRANCH PRUNING NOTES: 1. PROTECTIVE FENCING IS TO BE ERECTED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION AS DIRECTED BY THE LANDSCAPE ARCHITECT, SOIL CONSERVATION DISTRICT AND/OR MUNICIPAL ENGINEER. 2. NO CONSTRUCTION ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE FENCING. 3. AS CONSTRUCTION NEARS COMPLETION THE FENCING WILL BE REMOVED AS DIRECTED. 4. AT THE COMPLETION OF CONSTRUCTION, ALL TREES WILL BE PRUNED AS NECESSARY TO CORRECT ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY. 5. GENERAL MECHANICAL DAMAGE - SEE CRITICAL ROOT ZONE CALCULATION (CRZ) FOR CORRECT PLACEMENT OF TREE PROTECTION. 6. BOX TREES WITHIN 25 FEET OF A BUILDING SITE TO PREVENT MECHANICAL INJURY. FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL ROOT ZONE. 7. BOARDS WILL NOT BE NAILED TO TREES DURING BUILDING OPERATIONS. 8. FEEDER ROOTS SHOULD NOT BE CUT IN AN AREA INSIDE THE PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT ZONE (CRZ). TREE ROOT SYSTEM COMMONLY EXTEND BEYOND THE DRIP LINE. 9. DAMAGED TRUNKS OR EXPOSED ROOTS SHOULD HAVE DAMAGED BARK REMOVED IMMEDIATELY AND NO PAINT SHALL BE APPLIED. EXPOSED ROOTS SHOULD BE COVERED WITH TOPSOIL IMMEDIATELY AFTER EXCAVATION IS COMPLETE. ROOTS SHALL BE PRUNED TO GIVE A CLEAN, SHARP SURFACE AMENABLE TO HEALING. ROOTS EXPOSED DURING HOT WEATHER SHOULD BE IRRIGATED TO PREVENT PERMANENT TREE INJURY. CARE FOR SERIOUS INJURY SHOULD BE PRESCRIBED BY A PROFESSIONAL FORESTER OR CERTIFIED TREE EXPERT. 10. TREE LIMB REMOVAL WHERE NECESSARY, WILL BE DONE AS NATURAL TARGET PRUNING TO REMOVE THE DESIRED BRANCH COLLAR. THERE SHOULD BE NO FLUSH CUTS. FLUSH CUTS DESTROY A MAJOR DEFENSE SYSTEM OF THE TREE. NO TREE PAINT SHALL BE APPLIED. ALL CUTS SHALL BE MADE AT THE OUTSIDE EDGE OF THE BRANCH COLLAR. CUTS MADE TOO FAR BEYOND THE BRANCH COLLAR MAY LEAD TO EXCESS SPROUTING, CRACKS AND ROT. REMOVAL OF A "V" CROTCH SHOULD BE CONSIDERED FOR FREE STANDING SPECIMEN TREES TO AVOID FUTURE SPLITTING DAMAGE. 11. CRITICAL ROOT ZONE (CRZ) OR PROTECTED ROOT ZONE (PRZ) CALCULATION: MEASURE DHB OF THE TREE (DIAMETER OF TREE IN BREAST HEIGHT OR 4.5' ABOVE GROUND ON THE UPHILL SIDE) IN INCHES. CRZ OR PRZ = DHB TIMES 1.5 (FOR OLD/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET. 4' HIGH SNOW FENCE WITH POST DRIVEN 3' INTO GROUND AT 5' INTERVALS FIRST CUT FINAL CUT BRANCH COLLAR SECOND

/UNHEALTHY/SENSITIVE TREES) OR DHB X 1.0 (FOR YOUNG/HEALTH/TOLERANT TREES), EXPRESS IN FEET. 4' HIGH SNOW FENCE WITH POST DRIVEN 3' INTO GROUND AT 5' INTERVALS FIRST CUT FINAL CUT BRANCH COLLAR SECOND CUT BRANCH BARK RIDGE PRZ PRZ PRZ TEMPORARY TREE PROTECTION DETAIL NOT TO SCALE 1 07/01/19MCNY-SOIL-EROS-2100 DOWNGRADE SILT FENCE HEAVY DUTY 5 MIL. POLYETHYLENE TARP REQUIRED FOR SOILS TESTED AT 4.5 PH OR LOWER. NOTES: 1. ALL STOCKPILES SHALL NOT TO BE LOCATED WITHIN 50 FEET OF A FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITY. TOPSOIL STOCKPILE DETAIL NOT TO SCALE 5 05/01/17MCNJ-SOIL-EROS-2500 WIDTH OF WEIR L 1' TRASH RACK SECTION A-A A 3/8" x 4" ALUM. PLATE GASKET BETWEEN ALUMINUM & CONCRETE HINGE WITH 3/4" ALUMINIUM PIPE & 3/4" STAINLESS STEEL ROD PINNED IN PLACE PROVIDE LOCKING MECHANISM 1 3/4" ANGLE STIFFENER @ 18" O.C. (PROVIDE 2 MIN) 1 1/2" x 1/4" BARS @ MIN. 1" SPACING 1 3/4" x 1 3/4" x 1/4" ANGLE @ 2 1/2"± SPACING A TRASH RACK NOTES: 1. MINIMUM BAR SPACING: 1 INCH. 2. MAXIMUM BAR SPACING: 1/3 THE DIAMETER OF THE ORIFICE OR 1/3 THE WIDTH OF WEIR, WITH A MAXIMUM SPACING OF 6 INCHES, FOR ELEVATIONS IN EXCESS OF WATER QUALITY DESIGN STORM. 3. MAXIMUM AVERAGE VELOCITY OF FLOW THROUGH CLEAN RACK: 2.5 FEET/SECOND. 4. CONSTRUCTED OR RIGID, DURABLE AND CORROSION RESISTANT MATERIAL, AND 5. DESIGNED TO WITHSTAND A PERPENDICULAR LIVE LOADING OF 300 LBS./SF. 6. CONTRACTOR TO SUBMIT SHOP DRAWINGS. FLAT TRASH RACK DETAIL NOT TO SCALE 6 05/01/17MCNJ-UTIL-STMW-2000 PLAN VIEW PROFILE 3' NOTES: 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. LENGTH: NOT LESS THAN 50 FEET. THICKNESS: NOT LESS THAN (6) INCHES. 2. WIDTH - 24' 3. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 4. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTING BERM WITH 5:1 SLOPES WILL BE PERMITTED. 5. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 6. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED BY

WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED. 10' MIN. 10' MIN. EXISTING PAVEMENT 50' MINIMUM 12' MIN. 24' MIN. EXISTING GROUND FILTER CLOTH MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT 5:1 6" MIN. STABILIZED CONSTRUCTION ENTRANCE DETAIL 3 07/01/19MCNY-SOIL-EROS-1000NOT TO SCALE MOD: 02/28/24 FLOW 3 1 3 1 R=3' L1 W13:1 3:1 L 3:1 W EXIST. CHANNEL GRADE 3:1 TH RIP-RAP (SEE CHART) FOR SIZE AND THICKNESS FILTER FABRIC d50 (Stone Size) L1 W1 L W TH 4" 4.5' 3' 7.5' 9' 8" Do= 18" Do=18" d=9" PREFORMED SCOUR HOLE DETAIL NOT TO SCALE 7 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. MULCH SHALL NOT TOUCH THE TREE TRUNK. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. 3. WIRE BASKETS AND NON-JUTE BURLAP MUST BE ENTIRELY REMOVED FROM THE ROOT BALL. JUTE BURLAP MUST BE REMOVED FROM THE TOP 1/3 OF THE ROOT BALL. 4. DEPTH OF PLANT PIT SHALL BE INCREASED BY 12" WHEREVER POOR SOIL CONDITIONS OCCUR, WITH THE ADDITION OF LOOSE AGGREGATE. 5. CONTRACTOR SHALL PARTIALLY FILL WITH WATER A REPRESENTATIVE NUMBER OF PITS IN EACH AREA OF THE PROJECT PRIOR TO PLANTING TO DETERMINE IF THERE IS ADEQUATE PERCOLATION. IF PIT DOESN'T PERCOLATE, MEASURES MUST BE TAKEN TO ASSURE PROPER DRAINAGE BEFORE PLANTING. 6. PLANTING MUST BE GUARANTEED FOR TWO FULL GROWING SEASONS FROM THE TIME OF FINAL ACCEPTANCE BY THE LANDSCAPE CONSULTANT. CONTRACTOR SHALL REMOVE ALL WRAPPING AT THE END OF GUARANTEE PERIOD OR SOONER PER PROJECT LANDSCAPE ARCHITECT. 7. BACKFILL MIXTURE TO BE SPECIFIED BASED UPON SOIL TEST AND CULTURAL REQUIREMENTS OF PLANT. 8. PRUNE DAMAGED AND CONFLICTING BRANCHES MAINTAINING NORMAL TREE SHAPE, NEVER CUT CENTRAL TRUNK OR LEADER. PLANT DETAIL NOTES 14 COMPACTED SUBGRADE 1.5" THICK HMA 9.5M64 OR MIX I-5 SURFACE COURSE 3" THICK HMA 19M64 OR MIX I-2 BASE COURSE 6" THICK DENSE GRADED AGGREGATE BASE COURSE STANDARD ASPHALT PAVEMENT (RSIS) DETAIL NOT TO SCALE 8 07/01/17MCNJ-SITE-PVMT-1000 COMPOSTING FACILITY DETAIL 13 07/01/19MCNY-SOIL-EROS-1000NOT TO SCALE MOD: 02/28/24 CURB TAPER DETAIL MODIFIED DTL_COUNT DTL_DATEDTL_NUMBER ASPHALT JOINT SEALER TRANSITION CURB PAVEMENT SURFACE 6" 2" 1/2" PREFORMED BITUMINOUS JOINT FILLER PER AASHO M-33 10' 12" 16" 15 NOT TO SCALE