Winston Salem 421 Quarry-FIG-1 EXISTING SITE FENCING DETAIL

P.- � 310-000 � 314-511 � —CADD � Dwg � CVO1 FIG—CVO1—EXIS77NG FENCE DETAIL. dwg(F1G-1 EXISTING FENCEI LS.•(11/8/2021 — mrjohnson) — LP.- 111812021 4.02 PM
TOP RAIL OR TENSION WIRE
LINE POSE
BRACE RAIL
GRAIN—UNK
/FABRIC (9 GAGE,
2 MESH) F LINE POST
^� CORNER, END,
OR PULL POST
E WIRES
R CUPS
5
;
OF FAABRIC 7FN�SION
' TR
' 2" (3/8USS" MINROD. DN.) •.,'
rWI
_
p
T.
1 1/2" MIN GRADE
HOG RINGS (TYP.)
16" MIN. DIA. I
CONCRETE BASE
I 2 1/2" MAX II
10" MIN. DIA.
CHAIN -LINK SECURITY FENCE DETAIL TENSION BAND (15" O.C. MAX.
NU tiUALL AND WITHIN 4" FROM TOP AND
BOTTOM OF FABRIC)
FABRIC
TRUSS ROD
(3/8" MIN. DIA.
CONCRETE BASE 1 1/2" (TYP)
TRUSS ROD AND BAND
TOP RAIL OR TENSION WIRE
PULL
LINE POST
BRACE RAILS- 7
TRUSS ROD TRI
STEEL POST SCHEDULE
MINIMUM OUTSIDE DIMENSIONS
NOMINAL
USE AND SECTION
FABRIC WIDTH 72" OR LESS
FABRIC WIDTH 64" TO 96"
FABRIC WIDTH 108" AND OVER
CORNER, END & PULL POSTS
2.375" O.D.
2.875" O.D.
4.00" O.D.
TUBULAR - ROUND
TUBULAR - SQUARE
2.00" SQ.
2.50" SQ.
3.00" SQ.
C-SECTION (ROLL -FORMED)
3.50" X 3.50"
3.50" X 3.50"
LINE POSTS
TUBULAR - ROUND
1.90" O.D.
2.375" O.D.
2.875" O.D.
H-SECTION
2.25' X 1.70"
2.25" X 1.70"
2.25" X 1.70"
C-SECTION (ROLL -FORMED)
1.875" X 1.625"
2.25" X 1.70"
TOP, BOTTOM & BRACE RAILS
1.66" O.D.
TUBULAR - ROUND
1.50" SQ.
TUBULAR - SQUARE
1.625" X 1.50"
H-SECTION
1.625" X 1.25"
C-SECTION (ROLL -FORMED)
TENSION
BAND
TENSION BAR TO ENGAGE
EACH FABRIC LINK
TENSION BAR
TRUSS ROD
CARRIAGE BOLT
(3/8" MIN. DIA.)
ROUND POST
END OR GATE POST DETAIL
BARBED WIRE OR
TENSION WIRE
H-BEAM
BRACE RAIL CLAMP DETAILS TENSION BAND DETAIL
FASTENING DETAILS
NO SCALE
LINE POST
BRACE RAILS
TENSION WIRE
- 3/4" DIA.
COPPER -CLAD
STEEL GROUND
ROD
FENCE POST
#8 AWG SOLID COPPER WIRE
-0"
MOLDED EXOTHERMIC WELD
OR APPROVED CLAMP -TYPE
FITTING OF COPPER
10,-0"
BRACE PANEL DETAIL NOTE:
NO SCALE PROVIDE BRACE PANEL GROUNDING DETAIL
WHENEVER STRAIGHT NO SCALE
RUNS EXCEED 500
FEET.
CHAIN LINK FENCE
NOT TO SCALE
9-GAGE STEEL TIE
WIRES (2'-0" O.C.
MAX.)
FABRIC
TOP OR BRACE RAIL ATTACHMENT
NOTES,
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS
AND ARE NOT INTENDED TO LIMIT OTHER TYPES
OF FENCE SECTIONS AND METHODS OF
INSTALLATION THAT COMPLY WITH THE
SPECIFICATIONS.
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL
BE CONSTRUCTED ON THE SECURE SIDE OF THE
FENCE ALIGNMENT. CHAIN -LINK FABRIC SHALL BE
PLACED ON THE SIDE OPPOSITE THE SECURE
AREA.
3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED,
ALL FENCE SHALL HAVE AN APRON EXTENDED
OUTWARD FROM THE AREA BEING PROTECTED.
4. C-SECTION POSTS SHALL BE INSTALLED SO
THAT THE VOID INSIDE THE POST IS COMPLETELY
FILLED WITH CONCRETE UP TO THE TOP OF THE
FOUNDATION.
STEEL TM WIRE 9—GAGE STEEL nE WIRE
4;.—.E
15" O.C. MAX. AND (15" O.C. MAX. AND
WITHIN 4" FROM TOP WITHIN 4" FROM TOP
AND BOTTOM OF FABRIC) AND BOTTOM OF FABRIC)
H-BEAM ROUND POST
LINE POST ATTACHMENTS
NO SCALE
VULCAN MATERIALS
OMPANY
F7
11MM'"YAWAV
� WI STON SALEM 421 QUARRY
Civil & Environmental Consultants, Inc. FORSYTH COUNTY, NORTH CAROLINA
3701 Arco Corporate Drive • Suite 400 - Charlotte, NC 28273
Ph: 980.237.0373 • Fax: [phone] EXISTING CHAIN LINK FENCE DETAIL
www.cecinc.com
DRAWN BY: MRJ CHECKED BY: SWW I APPROVED BY: SWW FIGURE NO.:
DATE: NOVEMBER 2021 DWG SCALE: N.T.S. I PROJECT NO: 314-511