Siad topographical survey from Schmidt5282026

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---- ---- 1. MUST SLOW THE STORM WATER TO PROVIDE THE COARSE >5% BASE COURSE, MIX I-2 1 1" REBAR SEDIMENT PARTICLES A CHANCE TO SETTLE, AND PROVIDE FOR BAG AN AREA TO RETAIN THE PARTICLES THAT HAVE SETTLED. 1. AS

FOR BAG AN AREA TO RETAIN THE PARTICLES THAT HAVE SETTLED. 1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. REMOVAL DUMP FROM STRAP 2. IN ALL CASES, INLET PROTECTION SHOULD NOT INLET COMPLETELY CLOSE OFF THE INLET. D5 DETAIL: STABILIZED CONSTRUCTION ENTRANCE R 3. THE PROTECTION DEVICE WILL BE DESIGNED TO CAPTURE C1.10 SCALE: NTS No.

No. OR FILTER RUNOFF FROM THE 1 YEAR, 24 HOUR STORM ---- ---- ---- ----

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01 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

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