Supporting Documentation · Jun 3, 2026
Siad topographical survey from Schmidt5282026
ae89c9c7a7b505c8597b51579cbebc19ebebdfaa6fb3c2a0f62d68e43c7dd485Indexed text · page 10
Show all pagesSITE 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
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