Siad topographical survey from Schmidt5282026

CONTROL NOTES AND DETAILS STORM SEWER INLET PROTECTION MAY BE USED IF SOIL EROSION AND SEDIMENT TWO PER BALE NEW JERSEY APPROVED BY THE SOIL CONSERVATION DISTRICT. · INSPECTIONS SHALL

· INSPECTIONS SHALL BE FREQUENT. MAINTENANCE, REPAIR, 262-270 MAIN ST SITE REDEVELOPMENT AND REPLACEMENT SHALL BE MADE PROMPTLY, AS NEEDED. THE BARRIER SHALL BE REMOVED WHEN THE AREA DRAINING TOWARD THE INLET HAS BEEN STABILIZED. · THE CONTRACTOR SHALL INSTALL STORM SEWER INLET STOCKPILE

STOCKPILE JORGE MASTROPIETRO ARCHITECTS PROTECTION IN ACCORDANCE WITH THE SE&SC IN NJ, #30, JULY 1999. OF ERODIBLE MATERIAL SITE CIVIL DESIGN

SITE CIVIL DESIGN INLET SEDIMENT CONTROL DEVICE DETAIL D2 DETAIL: INLET SEDIMENT CONTROL DEVICE ESSEX C1.10 SCALE: NTS HAY BALES NOTE:

SIDE SLOPES SHALL BE A MAXIMUM OF 2:1. BACKFILL STOCKPILE PLASTIC MEMBRANE COVER STOCKPILE SHALL BE SEEDED IMMEDIATELY. MATERIAL STOCKPILE DETAIL WEST ORANGE

HAY BALES, (TYP.) D6 DETAIL: MATERIAL STOCKPILE C1.10 SCALE: NTS PLASTIC MEMBRANE BOTTOM SECTION DRAWN BY : DESIGN BY : CHECKED BY : SCALE :

HP HP JC AS NOTED SHEET #: D3 DETAIL: SOIL STOCKPILE DATE : 05/15/2025

C1.10 BINDING ORDER: JOB No. : C1.10 SCALE: NTS JMA02P003.01 10 of 15

0.5 H 1.0 REAR SETBACK 65'-3 1/8 105'-2 3 2.0 0.5 " /8" U HE 17'-1 3/8" 1.0 2.0 0.5 ACK 1. 0

ACK 1. 0 39'-11 1 D 3'-8" 40'-0" 2.0 0.5 /2" 10'-0" R SETB DN 1.0 L-1 2.0 S