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