241220_42 ERW Full Civil Set FINAL

3 63 63 63 63 6363 63 63 63 63 63 51 51 51 5151 51 51 51 51 51 5151 51 51 5151 51 51 51 51 51 51 51 CA CA CACA CA CA CA 51 51 51 13 13 13 13 13 13 CA HPL HPL CACA CA CACA CA CA CA CACACACA CACA HPLHPL CA CACA CA CACA CACA 51 51 5151515151 51 5151 51 5151 51 515151515151 51 51 5151 51 5151 51 5151 5151 51 51 51 51 CA CA CA CA CA CA CA CA CA CACA CA CA CA YOS YOS HOR VPT VPT VPT VPT VPT VPT VPT VPT VPT ICS ICS ICS ICSICS ICS ICS ICSICS ICS ICS ICS ICS ICS ICSICS ICS ICS ICS 13 13 13 13 13 13 13 13 13 13 13 13 CACA CA CA CACA CA CA CA CA CACA CA CA CA CA 5151 51 51 51 51 51 51 51 51 5151 51 51 51 51 51 CA CA CA CA CA CA CACA CA CA CA CACA CA CA CACA 51 51 51 5151 51 51 51 51 51 5151 51 51 51 51 51 51 51 CA CA CA CA 51 51 51 51 51 51 HOR HOR 51 MAP MAP MAP MAP MAP MAP APP APP APP APP APP APP APP (4) MAP (3) MAP (2) MAP (4) MAP (7) APP (12) ICS (17) CA (19) 51 (2) HOR (1) HOR (4) CA (7) 51 (16) CA (2) YOS (7) ICS (17) 51 (12) 13 (9) VPT (2) VPT (6) 63 (6) 51 (4) HPL (8) CA (1) YOS (6) 51 (6) 63 (6) VPT (6) 13 (1) YOS (12) ICS (2) HPL (22) 51 (15) CA (1) YOS (1) YOS (8) CA (14) 51 (2) HPL (8) ICS (8) CA (12) PLS (6) CA (1) YOS (9) 63 (7) ICS (13) HPL (2) HPL (6) 13 (7) ICS (22) 63 (12) CA (26) 51 (7) CA (1) YOS (2) HPL (37) 63 (39) 51 (15) ICS (1) YOS (12) CA (7) 51 (6) VPT (33 13 (3) YOS (3) 51 (4) HPL (42) 13 (3) YOS (3) VPT (11) CA (8) 63 (33) 13 (3) YOS (3) VPT (14) CA (8) 63 (1) YOS (48) ICC (61) 63 (25) CA (6) 51 (18) ICS (3) YOS (7) HPL (3) VPT MAP APP APP APP APP (5) APP APP 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 © 2024. 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

TITLE: PROTECT YOURSELF Copyright © 2024. 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-LAND-42 2024\24006174A\Engineering\Site Plans\C-LAND-42.dwg\C-X.XX-LANDSCAPE (2) 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ 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 LANDSCAPE PLAN MMN JF 6 N S E W NORTH 30 30 60 SCALE : 1" = 30' 0 SELECT LINEAR UNIT OF MEASURE CODE QTY BOTANICAL NAME COMMON NAME SIZE ROOT PLANTING SCHEDULE THIS PLAN TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY. SEE CONSTRUCTION DETAILS FOR GENERAL PLANTING NOTES AND LANDSCAPE DETAILS LANDSCAPE PLAN NOTES SEE SOIL EROSION & SEDIMENT CONTROL PLAN FOR GENERAL SEEDING NOTES 1. PLANT LOCATIONS INDICATED ON THE LANDSCAPE PLAN ARE APPROXIMATE; ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO SITE CONDITIONS. PRIOR TO INSTALLATION, PLANT LOCATIONS AND PLANTING BED LIMITS SHALL BE APPROVED IN THE FIELD UNDER THE DIRECTION OF THE OWNER'S LANDSCAPE

UAL LOCATION OF PLANT MATERIAL IS SUBJECT TO SITE CONDITIONS. PRIOR TO INSTALLATION, PLANT LOCATIONS AND PLANTING BED LIMITS SHALL BE APPROVED IN THE FIELD UNDER THE DIRECTION OF THE OWNER'S LANDSCAPE ENGINEER. 2. THE LANDSCAPE PLAN SHALL TAKE PRECEDENCE OVER THE PLANT SCHEDULE SHOULD ANY PLANT MATERIAL DISCREPANCIES OCCUR. 3. LAWN AREAS SHALL BE PERMANENTLY STABILIZED WITH SEED UNLESS OTHERWISE INDICATED ON THE PLAN. 4. ALL SHADE TREES PLANTED ADJACENT TO PEDESTRIAN WALKWAYS, VEHICLE ACCESSES, UTILITY POLES, OVERHEAD POWER LINES, OR WITHIN A SIGHT TRIANGLE OR SIGHT EASEMENT SHALL BE BRANCHED A MINIMUM OF 7'-0" ABOVE GRADE AND/OR APPROPRIATELY PRUNED TO BE 7'-0" ABOVE GRADE. ALL SHRUBS WITHIN A SIGHT TRIANGLE OR SIGHT EASEMENT SHALL NOT EXCEED 30" ABOVE THE ELEVATION OF THE ADJACENT CURB AND ARE TO BE APPROPRIATELY PRUNED. 5. PLANTINGS SHALL BE MAINTAINED FOR THE LIFE OF THE SITE.

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 X X X X X T T 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 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 X X X X X X SILT FENCE (TYP.) PROP. CONSTRUCTION ENTRANCE (TYP.) S GGG PROP. CONSTRUCTION STAGING AREA NEW JERSEY STATE HIGHWAY INTERSTATE ROUTE 280 EAGLE RIDGE (50') WAY PROP. INLET FILTER (TYP.) PROP. LOCATION OF SOIL STOCKPILE LIMIT OF DISTURBANCE: ±136,403 SF (±3.13 AC) (LOD IS SHOWN 2' OFFSET FOR GRAPHICAL PURPOSES) PROP. SILT FENCE (SILT FENCE IS SHOWN 2' OFFSET FOR GRAPHICAL PURPOSES) BARN FFE: 627.00 ARENA FFE: 625.50 FFE: 627.00 GARAGE FFE: 626.50 617 617 618 616 616 619 620 621 622 618 619 620 623 624 625 626 626 625 625 626 624 623 621 620 622 619 618 617 619 623 624 D D D D D D 625 625 624 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL” 7TH EDITION LAST REVISED DECEMBER 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. ALL SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, WILL BE TEMPORARILY SEEDED AND HAY MULCHED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RE-STABILIZATION IS ESTABLISHED. 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL - 8/15 - 10/1 4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED 5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED

SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR EMAIL - INFORMATION@HEPSCD.ORG 9. THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR THE CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5 INCHES FIRM IN PLACE IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, LAST REVISED DECEMBER 2017. 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. 13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 ½ -1”CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT. 15. THE

S INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT. 15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW OWNERS' INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT. HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT NOTES (DECEMBER 2017) DISTURBANCE THIS SITE IS PREVIOUSLY DEVELOPED AND UNWOODED, LYING WITHIN A METROPOLITAN PLANNING AREA AND IS THEREFORE EXEMPT FROM SOIL COMPACTION TESTING. N S E W NORTH 30 30 60 SCALE : 1" = 30' 0 SELECT LINEAR UNIT OF MEASURE 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 © 2024. 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-SESC-42 2024\24006174A\Engineering\Site Plans\C-SESC-42.dwg\C-X.XX-SOIL EROSION-40 By: MICHAELA.NICODEMO R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________CITY PLANNING

\C-X.XX-SOIL EROSION-40 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ 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 SOIL EROSION & SEDIMENT CONTROL PLAN 7 LEGEND = LIMIT OF = INLET PROTECTION = CONSTRUCTION ENTRANCE = STAGING AREA THIS PLAN TO BE UTILIZED FOR EROSION CONTROL PURPOSES ONLY.1. INSTALL PERIMETER SILT FENCE , CONSTRUCTION FENCE, INLET FILTERS, STABILIZED CONSTRUCTION ENTRANCE AND ALL OTHER SOIL EROSION AND SEDIMENT CONTROL FEATURES. ( 1 WEEK) 2. PERFORM DEMOLITION IN ACCORDANCE WITH THE DEMOLITION PLAN. CLEAR AND ROUGH GRADE FOR BUILDING AND ALL OTHER STRUCTURES REQUIRING EXCAVATION. ( 1 MONTH) 3. EXCAVATE FOR BUILDING FOUNDATIONS AND COMMENCE BUILDING CONSTRUCTION. ( 8-12 MONTHS) 4. INSTALL CURBING, DRAINAGE IMPROVEMENTS AND PERFORM FINAL GRADING OF THE SITE. (3 WEEKS) 5. INSTALL PAVEMENT BASE COURSES. (1 WEEK) 6. INSTALL FINISHED PAVEMENT COURSES AND CONCRETE PAVEMENT. ( 2 WEEKS) 7. INSTALL LANDSCAPING AND PERMANENTLY STABILIZE ALL DISTURBED AREAS (1 WEEK) 8. REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES. ( 1 WEEK) SEQUENCE OF CONSTRUCTION = SILT FENCE

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 © 2024. 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 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ 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 &

411 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 - 1 8 8" 6" 8" 6" TRASH RACK 6" THICK MIN. 6" CONCRETE SLAB, H20 LOADING LADDER RUNGS 12" ON CENTER NJDOT CLASS "B" CONCRETE 6" THICK MIN. 3/4" CLEAN STONE BEDDING 3 x 4.4" ORIFICES INV. 613.96 MANHOLE COVER 24" RCP @ 0.0% 8" THICK MIN. BAFFLE WALL MANHOLE COVER AT OCS ENTRY RIM EL. 618.23 6" TRASH RACK INV. (IN): 613.50 NOTES: 1. CONTRACTOR TO SUBMIT SHOP DRAWING FOR REVIEW AND APPROVAL. 2. ALL CONCRETE TO BE NJDOT CLASS "B". FLOW 6" 6" 6" 6" 6"5' 6" 5' 5' DOUBLE CHAMBER OUTLET CONTROL STRUCTURE (WITH TOP SLAB) DETAIL - BASIN 1 3 6" 24" RCP @ 1.0% INV. (OUT): 613.50 FLOW PROPOSED GRADEPROPOSED GRADE NJDOT CLASS "B" CONCRETE ASPHALT PAVEMENT COMPACTED SUBGRADE 1/2" R 1 1 4" R 8" 6" 1" 18" 6" NOTES: 1. PREFORMED BITUMINOUS FIBER TRAVERSE JOINTS, 1/2" THICK AT 20' MAX. INTERVALS ALONG THE CURB. CONCRETE CURB (ASPHALT PAVEMENT) DETAIL NOT TO SCALE 1 05/01/17MCNJ-SITE-CURB-1000 12" SAWCUT 12" MILLING LIMIT 2" x VAR. SURFACE COURSE SAW CUT EDGE OF PAVEMENT TACK COAT ALL SURFACES AND EDGES OF EXISTING PAVING SEE PAVEMENT SECTION 1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPECIFICATIONS M-33. TO BE INSTALLED BETWEEN CURB AND CONCRETE PAVEMENT OR CONCRETE BASE COURSE. SAWCUT AND PAVEMENT RESTORATION DETAIL NOT TO SCALE COMPACTED SUBGRADE 2 08/01/20MCNJ-SITE-PVMT-2800 B B AA 1-10" 6" (SEE NOTE # 5) 7" 4'-0" 3" 8" VARIES PLAN SECTION A-A SECTION B-B NOTES: 1. INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS, BOTTOMS SHALL BE DISHED AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE OF 2 INCHES PER FOOT. 2. THIS INLET SHALL BE CONSTRUCTED OF CONCRETE OR PRECAST CONCRETE. IF CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE & THE OUTSIDE OF THE WALLS SHALL BE PLASTERED WITH 1/2" COAT OF 1:2 CEMENT SAND MORTAR, THE INSIDE WALLS JOINTS SHALL BE STRUCK AND POINTED. 3. PROVIDE 7/8" DIA. X 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

ADE 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 3 X 5" ORIFICES INV. 614.80 1.5' WIDE WEIR INV. 617.60 NOTE: 1. INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, 45° BENDS AND BELL/BELL COUPLERS. 2. WATERTIGHT INJECTION MOLDED FITTINGS