SW3240704_Plansheet - Misc. Detail_20240805 (3)

a
P
P
O y�
P y ray
8' MAX. WITH WIRE ¢
(G' MAX. WITHOUT WIRE) Ham?
U_ _j Z
o HU 42
MIDDLE AND VERTICAL WIRES Uj
SHALL BE 12r2 GAUGE MIN. �� 0_j
N �`
Cr
z F-:
a
TOP AND BOTTOM STRAND � w�
z SHALL BE 10 GAUGE MIN, 24" MAX.
0
( 18" MIN. )
z
3
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0
i
z — !
w ! 1 !
-
WIRE W
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m
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GEOTEXTILE H W
N Li
H NOTES cc 1�_
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USE GEOTEXTILE A MINIMUM OF GEOTEXTILE rj
36" IN WIDTH AND FASTEN ADEQUATELY d
TO THE POSTS AND WIRE AS DIRECTED, COMPACTED FILL
USE WIRE A MINIMUM OF 32" M d
IN WIDTH AND WITH A MINIMUM
OF 5 LINE WIRES WITH 12" VERTICAL
SPACING. W
! ,!
PROVIDE 5 -O STEEL POST OF p H
THE SELF-FASTENER ANGLE STEEL
TYPE. 4![ STEEL POST - 2'-O" DEPTH
FOR MECHANICAL SLICING METHOD ;
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND -- --
SURFACE. EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH SF-FF- OF 1
11605 . a1
I KSC II-02-23
NO. REVISIONS BY DATE
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SEAC� THOMAS
• & HUTTON
050698 = _ ENGINEERING
CO
05-13-2024F�T. No F-0871
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T THOMAS
HUTTON
1020 Euclid Avenue
Charlotte,NC 28203 C 980.201.5505
www.thomasandhutton.com
EROSION CONTROL DETAILS
HIDDEN ESTATES
PROJECT LOCATION:
WEDDINGTON, NC
CLIENT/OWNER:
ENCOMPASS BUILDING GROUP
1016 WAXHAW/INDIAN TRAIL RD.
INDIAN TRAIL, INC 28104
843-540-3025
1 0 .5
GRAPHIC SCALE:
I INCH = I FEET
DATUM: HORIZ.: NC83F VERT.: NC83F
JOB NO: 29589.0000
DATE: 3/14/24
DRAWN: KSC
DESIGNED: LSE
REVIEWED: MSK EC1 . 3
APPROVED: MSK
SCALE: I" = I'