Final 691 Eagle Rock Avenue Maint Manual

EVANS ARCHITECTS AIA PROPOSED 1 FAMILY 2 21 STORY DWELLING No. 691 BLK: 177.08 LOT: 21 1st. FLOOR F.F. 461.03' BASEMENT F.F. 452.03' M A T T H E W G. E V A N S 456.84 461.03 460.71 460.58 456.34 456.17 470 CHAMBERLAIN AVENUE PATERSON NEW JERSEY 07522 973 942-9020 MATT@EVANSARCHITECTS.COM WWW.EVANSARCHITECTS.COM (50' WIDE R.O.W.) SHRUMP PLACE ARCHITECT - PROFESSIONAL PLANNER 457.25 10'-6" 19'-0" 6" Ø SCH. 40 TO SEEPAGE PIT (2) 6'-0" Ø X 8'-0" HT. SEEPAGE PIT TOP OF LID - 453.48' INVERT = 477.48' NOTE: OVERFLOW OUT PIPE = 452.48' OWNER WILL BE RESPONSIBLE 19'-0" L x 10'-6" W x 10' D FOR ENSURING THAT THE CLEAN STONE GRAVEL PIT SEEPAGE PIT IS EFFECTIVELY 455.48 S 8"° INSPECTION PORT S 454.80 MAINTAINED WITHOUT NEGATIVE IMPACTS TO NEIGHBORING PROPERTIES NEW 6"Ø PVC OVERFLOW PIPE TO STORM DRAIN INLET OVERFLOW IN-FLOW PIPE = 448.76' SLOPE @ 2% 454.47 S 454.39 PROPOSED ONE FAMILY FOR: NWAIWU PROPERTIES, LLC 691 EAGLE ROCK AVENUE BLOCK: 177.08 LOT: 21 WEST ORANGE, NJ THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF EVANS ARCHITECTS AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF EVANS ARCHITECTS. ALL RIGHTS RESERVED © 2023 EVANS ARCHITECT DRW BY DATE 12.18.23 CRR 04.18.24 CRR 07.08.24 CRR 09.23.24 CRR 11.04.24 CRR COMMENT REV 1 2 3 4 COMMENT AS PER MUNICIPAL ENGINEER RESUBMISSION CHANGES AS PER MEETING 08.15.24 CHANGES AS PER MEETING 10.10.24 GRADING / DRAINAGE PLAN C.O. S TC = 454.06 BC = 453.89 S S S MATTHEW G. EVANS ARCHITECT PLANNER SHEET NUMBER GD-1 EAGLE ROCK AVENUE (60' WIDE R.O.W.) R.A. LIC. NO. 13803 P.P. LIC. NO. 5662