240917_40 ERW Full Civil Set

G EAGLE RIDGE (50') WAY 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 626 627 627 626 D D D OCS S-7 GR: 624.66 INV.(IN): 622.00 (P-5) INV.(OUT): 619.43 (P-6) 624 619 618 617 605 606 609 610 610 609 611 612 613 616 615 614 619 619 618 617 616 615 614 612 611 614 615 616 617 618 PROPOSED SUBSURFACE CHAMBER INFILTRATION BASIN (72 CHAMBERS) TOP OF STONE: 624.00 TOP OF CHAMBER: 623.50 CHAMBER INV: 622.00 STONE INV: 621.50 PROPOSED 6' X 5' SCOUR HOLE INV. 605.00 (PER HEPSCD) OCS S-8 GR. 610.00 ROOF DRAIN CONNECTION (TYP.) DEPTH TO BEDROCK AND ESTIMATED SEASONAL HIGH WATER TABLE TO BE CONFIRMED PRIOR TO CONSTRUCTION. ANY DISCREPANCY SHALL BE COORDINATED WITH THE ENGINEER PRIOR TO INSTALLATION. PROPOSED 4' WIDE MANHOLE 620 622 622 623 621 620 625 624 621 626 607 608 613 619 TW: 611.00 BW: 610.00 TW: 619.00 BW: 619.00 TW: 619.00 BW: 616.50 TW: 616.00 BW: 613.50 TW: 611.00BW: 608.50 TW: 613.50 BW: 613.00 TW: 615.50BW: 613.00 TW: 619.00 BW: 616.50 TW: 619.00 BW: 619.00 EL. 627.5 EL. 627.5 EL. 627.5 EL. 627.5 EL. 627.5 EL. 626.50 EL. 626.50 56 L.F. 6" HDPE @ 0.50% (P-1) 48 L.F. 6" HDPE @ 0.50% (P-3) 45 L.F. 6" HDPE @ 0.50% (P-2) 34 L.F. 12" HDPE @ 21.72% (P-6) 34 L.F. 24" HDPE @ 0.00% (P-5) D PROPOSED 2' WIDE CURTAIN DRAIN INLET TO BE RESET TO: EL. 626.00 INLET TO BE RESET TO: EL. 626.00 INLET TO BE RESET TO PROPOSED GRADE Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C.Engineering& Design, Engineering & Design Architecture, LandscapeArchitecture, 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.

ngineering & 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-GRAD1 2024\24006174A\Engineering\Site Plans\C-GRAD1.dwg\C-X.XX-GRADING By: JWAGNER R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNINGAPPROVED: _______________________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 THE WAYMAKER LLC PROPOSED RESIDENTIAL IMPROVEMENTS BLOCK 106 LOT 20.03 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 9/17/24 MMN JF 24006174A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ 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 8 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 LEGENDEXISTING PROPOSED PROPERTY LINE D 75 74 G 29.0 TC 29.0 BC 29.0 TDC 29.0 STORM MANHOLE CONTOURS SPOT ELEVATION DIRECTION OF OVERLAND FLOW TOP OF CURB ELEVATION BOTTOM OF CURB ELEVATION TOP OF DEPRESSED CURB ELEVATION YARD INLET GRADING & DRAINAGE PLAN 4 N S E W NORTH 20 20 40 SCALE : 1" = 20' 0 SELECT LINEAR UNIT OF MEASURE

D G EAGLE RIDGE (50') WAY 25 FT SIDE YARD SETBACK 25 FT SIDE YARD SETBACK 50 FT REAR YARD SETBACK 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 40 FT FRONT YARD SETBACK (94) HOL ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICCICCICCICC ICC ICCICCICC ICC ICC ICCICC ICC ICCICCICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICS ICS ICS ICS YOS YOS ICS ICS ICS ICS ICS ICS ICS ICS ICS CAR CAR CAR CAR CAR CAR CAR CAR CAR RED 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 136 136 136 136 136 136 136 136 136 136 136 136 40 ICS ICS ICS ICS ICS 63 63 RED REDRED REDRED RED RED RED ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICC ICCICC ICC ICC ICC ICC ICC ICC ICC ICC 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 5151 51 51 51 51 51 51 51 51 51 5151 51 51 51 51 51 51 51 5151 51 51 515151 51 51 51 ICC ICSICSICS ICS 51 51 51 51 51 51 51 51 51 51 51 HOL ICSICS 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 ICS ICC ICS ICS ICS ICS ICS ICS ICS ICS ICS HOL HOL HOL HOL HOL ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICSICS ICS ICS ICS ICS ICS ICS ICS ICSICS ICS ICS ICS ICS ICS ICS ICS ICS 63 CAR CAR CAR CAR CAR CAR CAR CAR CAR CAR CAR 63 63 63 ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICSICS ICC ICCICC ICC ICC ICC 63 63 63 63 HOL HOLHOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOLHOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL HOL 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 YOS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS HPL 63 ICS 63 63 63 ICC ICC CAR CAR ICC ICC ICC ICC ICC ICC ICC ICC ICC 136 136 136 136 136 136 136 136 136 136 136 51 51 51 51 51 51 5151 51 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 YOS YOSYOS 40 40 40 40 40 40 40 63 63 63 63 ICS ICS 63 63 63 63 63 63 63 63 YOS 63 51 51 51

1 5151 51 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 YOS YOSYOS 40 40 40 40 40 40 40 63 63 63 63 ICS ICS 63 63 63 63 63 63 63 63 YOS 63 51 51 51 51 136136 136 136 CAR CAR CAR 40 40 HOL (116) 63 (105) ICS (114) ICC (72) 51 (10) 40 ICC (27) 136 (9) RED ICS (11) YOS (1) HPL (25) CAR PROPOSED LAWN PROPOSED LAWN PROPOSED LAWN YOS YOS YOS YOS Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C.Engineering& Design, Engineering & Design Architecture, LandscapeArchitecture, 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-LAND 2024\24006174A\Engineering\Site Plans\C-LAND.dwg\C-X.XX-LANDSCAPE By: JWAGNER R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNINGAPPROVED: _______________________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 THE WAYMAKER LLC PROPOSED RESIDENTIAL IMPROVEMENTS BLOCK 106 LOT 20.03 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 9/17/24 MMN JF 24006174A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

DENTIAL IMPROVEMENTS BLOCK 106 LOT 20.03 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 9/17/24 MMN JF 24006174A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ 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 8 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 LANDSCAPE PLAN MMN JF 5 N S E W NORTH 20 20 40 SCALE : 1" = 20' 0 SELECT LINEAR UNIT OF MEASURE CODE QTY BOTANICAL NAME COMMON NAME SIZE ROOT COMMENTS _ 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 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.

25 FT SIDE YARD SETBACK 25 FT SIDE YARD SETBACK 50 FT REAR YARD SETBACK 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 40 FT FRONT YARD SETBACK LIMIT OF DISTURBANCE: ±81,824 SF (±1.87 AC) (LOD IS SHOWN 2' OFFSET FOR GRAPHICAL PURPOSES) EXISTING TEMPORARY CONSTRUCTION ENTRANCE 626 627 627 626 D 624 619 618 617 605 606 609 610 610 609 611 612 613 616 615 614 619 619 618 617 616 615 614 612 611 614 615 616 617 618 620 622 622 623 621 620 625 624 621 626 607 608 613 619 TW: 611.00 BW: 610.00 TW: 619.00 BW: 619.00 TW: 619.00 BW: 616.50 TW: 616.00 BW: 613.50 TW: 611.00 BW: 608.50 TW: 613.50BW: 613.00 TW: 615.50 BW: 613.00 TW: 619.00 BW: 616.50 TW: 619.00 BW: 619.00 EL. 627.5 EL. 627.5 EL. 627.5 EL. 627.5 EL. 627.5 EL. 626.50 EL. 626.50 D PROP. SILT FENCE (SILT FENCE IS SHOWN 2' OFFSET FOR GRAPHICAL PURPOSES) G EAGLE RIDGE (50') WAY PROP. INLET FILTER (TYP.) PROP. SCOUR HOLE 626 627 627 626 D 624 619 618 617 605 606 609 610 610 609 611 612 613 616 615 614 619 619 618 617 616 615 614 612 611 614 615 616 617 618 620 622 622 623 621 620 625 624 621 626 607 608 613 619 TW: 611.00 BW: 610.00 TW: 619.00 BW: 619.00 TW: 619.00 BW: 616.50 TW: 616.00 BW: 613.50 TW: 611.00 BW: 608.50 TW: 613.50BW: 613.00 TW: 615.50 BW: 613.00 TW: 619.00 BW: 616.50 TW: 619.00 BW: 619.00 EL. 627.5 EL. 627.5 EL. 627.5 EL. 627.5 EL. 627.5 EL. 626.50 EL. 626.50 D PROP. LOCATION OF SOIL STOCKPILE 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

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 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

AL 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 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, LandscapeArchitecture, 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

tion 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 2024\24006174A\Engineering\Site Plans\C-SESC.dwg\C-X.XX-SOIL EROSION-40 By: JWAGNER R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNINGAPPROVED: _______________________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 THE WAYMAKER LLC PROPOSED RESIDENTIAL IMPROVEMENTS BLOCK 106 LOT 20.03 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 9/17/24 MMN JF 24006174A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ 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 8 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 6 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

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