Final Engineering 262 270 Main

---- SILTSACK AS MANUFACTURED EVENT AND SHALL SAFELY CONVEY HIGHER FLOWS BY ACF DIRECTLY INTO THE STORM SEWER SYSTEM. · OTHER METHODS THAT ACCOMPLISH THE PURPOSE OF ANCHOR PINS NO. 5 STEEL BARS 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 BE FREQUENT. MAINTENANCE, REPAIR,

· INSPECTIONS SHALL BE FREQUENT. MAINTENANCE, REPAIR, AND REPLACEMENT SHALL BE MADE PROMPTLY, AS 262-270 MAIN ST SITE REDEVLOPMENT 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

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.)

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

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 13

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