Supporting Documentation · Jun 3, 2026
JMA02P00301 262 270 MAIN STREET
d7c4d01f73b7886c3ee3ab9014a1ed38e8d85378c42ecba1f33c333b9396bb64Indexed 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
File revisions (1)
- Sep 29, 2026
d7c4d01f73b748,133,724 bytes