J11 - Laydown Yard Fence Updated Plans.pdf
PDF 2 MB Posted
- Attached to
- EES CON Laydown Yard Security Fence Project (SRS) Federal contract opportunity
- Solicitation number
- 12445224Q0003
- Issued by
- Department of Agriculture Forest Service
About this file
This package includes construction drawings and specifications for a proposed security fence project at a Department of Agriculture Forest Service laydown yard located on the Savannah River Site in Aiken County, South Carolina. The drawings depict approximately 1,396 linear feet of 8-foot tall chain link fencing with top and bottom rails, two 18-foot manually-operated sliding gates, and one 18-foot manually-operated swing gate. Additional details include clearing and grubbing limits, staking tables, and specifications for fence posts, rails, fabric, gates, and installation. The related solicitation is for the EES CON Laydown Yard Security Fence Project and was issued by the Department of Agriculture Forest Service.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| J12 - Laydown Yard Fence Photos with staking.pdf | ||
| Amd 0004 - 12445224Q0003.pdf | ||
| J5 - SOI EES CON Laydown Yard Fence Boneyard (updated).pdf | ||
| Amd 0003 Mod - 12445224Q0003.pdf | ||
| Amd 0002 Mod - 12445224Q0003.pdf | ||
| Amd 0001 Mod - 12445224Q0003.pdf | ||
| J10 - Questions Answers (Amd 0002).pdf | ||
| J7 - Laydown Yard Fence Photos.pdf | ||
| J9 - Chainlink Gate Drawing.pdf | ||
| J8 - Chainlink Fence Drawing.pdf | ||
| J9 - Laydown Yard Fence Questions Answered.pdf | ||
| J7 - Chainlink Fence Drawing.pdf | ||
| J8 - Chainlink Gate Drawing.pdf | ||
| J6 - Photos Laydown Yard (SRS).pdf | ||
| SF 1442 - Solicitation 12445224Q0003.pdf | ||
| J2 - Drawing SRS Yard Security Fence.pdf | ||
| J5 - SOI EES CON Laydown Yard Fence Boneyard.pdf | ||
| J1 - Statement of Objectives.pdf | ||
| J3 - SRS Special Requirements_2022-04.pdf | ||
| J4 - Wage Determination DBA_SC20230002.pdf |
Show all 20
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Text version
FOREST LOCATION
VICINITY MAP
United States Department of Agriculture
Forest Service
APPROVED:
ASSISTANT MANAGER, ENGINEERING & ENVIRONMENTAL
SERVICES
DATE
R8 SOUTHERN REGION
SAVANNAH RIVER SITE (SRS)
LAYDOWN YARD PROPOSED SECURITY FENCE
AIKEN COUNTY
SOUTH CAROLINA
PROJECT LOCATION
INDEX
SHEET SUB SHEET SHEET TITLE
1 G-101 TITLE SHEET
2 C-101 SITE PLAN
3 C-102 STAKING PLAN
4 D-101 CHAIN LINK FENCE DETAIL
5 D-102 CHAINLINK GATE DETAIL
6 D-103 TYPICAL SLIDING GATE DETAIL
DESIGN BY:
CIVIL ENGINEER TECHNICIAN DATE
J. PRINCE
15 JUL 2023
SHEET
19 DEC 2023
L. MOORE
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ALLENDALE
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TO
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CSX RR
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MILLET
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BARNWELL CO
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ALLENDALE CO
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AUGUSTA
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TO
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CSX RR
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JACKSON
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TO AIKEN
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ELLENTON
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NEW
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TO WILLISTON
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CSX RR
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AIKEN COUNTY
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BARNWELL COUNTY
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BARRICADE 2 GATE HOUSE
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BARRICADE 1 GATE HOUSE
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BARRICADE 8 GATE HOUSE
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BARRICADE 6 GATE HOUSE
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TO BARNWELL 6 MILES
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BARRICADE 4 GATE HOUSE
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BARRICADE 3 GATE HOUSE
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BARNELL COUNTY INDUSTRIAL PARK
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P-AREA
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BARRICADE 5 GATE HOUSE
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ABANDONED CSX TRACK
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U.S. FOREST SERVICE
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AQUATIC ECOLOGY LAB
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BARRICADE 7 GATE HOUSE
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TO WILLISTON 6 MILES
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TRUE NORTH
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SITE NORTH
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U.S. ROUTE
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STATE ROUTE
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SRS ROUTE
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RAIL ROAD TRACK
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LEGEND
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LAYDOWN YARD
(BONE YARD)
0.73 ACRES OF CLEARING
1,396' L.F. OF FENCING
TWO 18' MANUAL SLIDING GATES
ONE 18' MANUAL SWING GATE
N
W
S
W
N
E
S
E
S
E
N36°57'15"W
6.91'
N36°39'35"W
18.00'
N
W
N
E
18' SWING GATE
18' SLIDE GATE
18' SLIDE GATE
PROPOSED 8' TALL FENCE
WITH BARBBED WIRE
CLEARING LIMITS
EXISTING TREE LINE
S
L
O
P
E
D
A
R
E
A
EXISTING STORAGE
SHED
POWER POLE
W/ GUY WIRE
F
I
N
I
S
H
G
A
D
E
A
P
P
R
O
X
S
L
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P
E
40' CLEARING LIMITS
EXISTING TREE LINE
EXISTING GRAVEL
ROAD
SHIPPING
CONTAINER
HAZMAT
LOCKER
F
I
N
I
S
H
G
A
D
E
A
P
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P
E
14' CLEARING LIMITS
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
SAVANNAH
RIVER
NOTES:
1. CONTRACTOR SHALL INSTALL APPROXIMATELY 1396 L.F. OF 8' TALL CHAIN LINK FENCING TOPPED WITH
THREE STRANDS OF BARBED WIRE. FENCE DETAIL IS SHOWN ON SHEET D-101 OF THIS PLAN SET.
2. FENCING TO BE CONSTRUCTED WITH TWO 18' (OPENING CLEARANCE) MANUALLY OPERATED SLIDING
GATES, AND ONE MANUALLY OPERATED 18' (OPENING CLEARANCE) BI-FOLDING GATE. SEE SHEET D-102
FOR BI-FOLDING GATE DETAIL AND SHEET D-103 FOR SLIDING GATE DETAILS.
3. FENCE WILL BE INSTALLED ON EXISTING GRADE EXCEPT IN AREAS SPECIFIED WITH A BEGINNING/ END
ELEVATION AND SLOPE.
4. MINOR CONCRETE SHALL CONFORM TO FP-14 SECTION 601. COMPLETELY CURE CONCRETE BEFORE
WIRE IS STRETCHED.
5. DRAWINGS ARE DERIVED FROM POINTS LOCATED FOR SITE USE/SITE CLEARANCE SURVEY.
6. NO INSTALLATION SHALL BE PERFORMED UNTIL SITE DEVELOPMENT HAS MARKED FENCE CORNER
LOCATIONS AND ALL UNDERGROUND INTERFERENCES ASSOCIATED WITH THE PROJECT.
7. CONTRACTOR CAN EXPECT APPROXIMATELY 0.73 ACRES OF CLEARING AND GRUBBING WITH GRADING.
8. AREA MARKED WITHIN CLEARING LIMITS SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS. TREE
STUMPS ARE TO BE CUT FLUSH WITH THE GROUND OR REMOVED AS NECESSARY AS REQUESTED BY
THE COR AND/OR AS NEEDED FOR FENCE LINE CONSTRUCTION.
9. WHEN GRUBBING, GRUB DEEP ENOUGH TO REMOVED STUMPS, ROOTS, BURIED LOGS, MOSS, TURF OR
OTHER VEGETATIVE DEBRIS. BACKFILL STUMP HOLES AND OTHER GRUBBING HOLES WITH BACKFILL
MATERIAL TO THE LEVEL OF THE SURROUNDING GROUND ACCORDING TO FP-14.
10. VEGETATIVE DEBRIS MAY BE FIELD SCATTERED OUTSIDE THE CLEARING LIMITS AT THE DIRECTION OF
THE COR.
DRAWING TITLE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
SITE PLAN
C-101
J. PRINCE
L. MOORE
J. PRINCE
LAYDOWN YARD
PROPOSED
SECURITY FENCE
FY23 BONEYARD
FENCE.dwg
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12005
12006
12008
12009
12011
12012
12013
12014
12015
12016
12059
12060
12061
12062
12063
N
W
S
W
N
E
S
E
S
E
N36°57'15"W
6.91'
N36°39'35"W
18.00'
N
W
N
E
18' SWING GATE
18' SLIDE GATE
18' SLIDE GATE
PROPOSED 8' TALL FENCE
WITH BARBBED WIRE
CLEARING LIMITS
POWER POLE
W/ GUY WIRE
40' CLEARING LIMITS
EXISTING GRAVEL
ROAD
12007
14' CLEARING LIMITS
NEW FENCING POINT TABLE
POINT #
NORTHING
102014.08
102025.06
102036.05
102047.03
102058.01
102069.00
102079.98
102095.02
102105.54
102116.06
102126.58
102137.10
102147.61
102158.13
102168.65
102179.17
102189.69
EASTING
69070.64
69087.36
69104.07
69120.79
69137.50
69154.22
69170.93
69194.82
69211.83
69228.84
69245.85
69262.86
69279.87
69296.88
69313.89
69330.90
69347.91
ELEVATION
399.34
399.34
398.93
398.51
398.10
398.00
397.27
396.69
396.28
395.87
395.45
395.04
394.63
394.22
393.80
393.39
392.98
NEW FENCING POINT TABLE
POINT #
NORTHING
102200.21
102210.73
102221.24
102231.76
102242.28
102252.80
102284.10
102302.65
102321.20
102339.74
102358.29
102391.53
102404.33
102418.17
102432.01
102445.85
102435.56
EASTING
69364.92
69381.94
69398.95
69415.96
69432.97
69449.98
69463.11
69455.64
69448.16
69440.68
69433.20
69410.28
69396.93
69382.49
69368.06
69353.62
69292.79
ELEVATION
392.56
392.15
391.74
391.33
390.91
390.50
390.50
390.66
391.10
391.54
391.37
391.48
391.61
391.79
391.99
392.40
392.65
NEW FENCING POINT TABLE
POINT #
12006
12007
12009
12011
12014
12015
12016
12059
12060
12061
12062
12063
NORTHING
102387.10
102338.65
102290.19
102110.10
102171.39
102003.10
102084.50
102242.11
102265.55
102376.64
102460.68
102165.87
102151.43
102073.24
102058.86
102449.11
EASTING
69205.31
69117.84
69030.36
68972.97
68927.32
69053.93
69177.81
68943.55
69470.59
69425.80
69338.15
68931.48
68942.22
69001.11
69011.93
69317.34
ELEVATION
396.16
398.30
400.99
401.01
400.17
397.11
400.78
390.00
391.42
392.85
400.90
400.66
400.88
400.88
392.82
CONTROL POINT TABLE
POINT #
12004
12005
12008
12012
12013
NORTHING
101927.6900
102068.3760
102158.1330
102229.0930
102297.7820
102335.6440
101927.6900
102084.8695
102157.4554
102308.4056
102211.4286
EASTING
68842.8960
69034.2280
69165.9730
69357.4380
69149.7530
69385.8400
68842.8960
69035.8543
69166.5027
69299.4184
69353.0954
ELEVATION
400.08
400.98
401.23
392.77
395.69
391.70
400.08
400.97
401.20
393.39
392.93
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
SAVANNAH
RIVER
DRAWING TITLE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
C-102
J. PRINCE
L. MOORE
J. PRINCE
LAYDOWN YARD
PROPOSED
SECURITY FENCE
FY23 BONEYARD
FENCE.dwg
STAKING PLAN
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SCALE IN FEET
GENERAL NOTE:
1. CHAINLINK FENCE SHALL BE TYPE II ALUMINUM-COATED
STEEL, 0.148-INCH CORE WIRE X 96-INCH DIAMOND COUNT
FABRIC HEIGHT X 9 GAUGE X 2-INCH MESH AND SHALL
CONFORM TO FP-14 SECTION 710.03.
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
LAYDOWN YARD
PROPOSED
SECURITY FENCE
SAVANNAH
RIVER
DRAWING TITLE
DATE SIGNED
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
CHAINLINK
FENCE DETAIL
L. MOORE
D-101
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FABRIC WIDTH
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10'-0" MAXIMUM
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3'-4" MIN.
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TRUSS ROD
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10'-0" MAX.
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10'-0" MAX.
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FENCE POST
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NO SCALE
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NO SCALE
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STEEL POST SCHEDULE
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USE AND SECTION
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MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
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CORNER, END & PULL POSTS
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TUBULAR - ROUND
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LINE POSTS
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TUBULAR - ROUND
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TUBULAR - ROUND
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TUBULAR - SQUARE
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H-SECTION
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C-SECTION (ROLL-FORMED)
AutoCAD SHX Text 2.375" O.D.
AutoCAD SHX Text 2.375" O.D.
AutoCAD SHX Text 2.875" O.D.
AutoCAD SHX Text 2.875" O.D.
AutoCAD SHX Text 4.00" O.D.
AutoCAD SHX Text 1.90" O.D.
AutoCAD SHX Text 1.66" O.D.
AutoCAD SHX Text
1.50" SQ.
AutoCAD SHX Text 1.625" X 1.50"
AutoCAD SHX Text 1.625" X 1.25"
AutoCAD SHX Text X
AutoCAD SHX Text 1'-0"
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BOTTOM RAIL
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DOUBLE RAIL END
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LINE POST
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FABRIC
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BOTTOM RAIL
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NO SCALE
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SECURE SIDE
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CONCRETE BASE
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1/2 " (TYP.)
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TOP TENSION WIRE
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TOP TENSION WIRE
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BOTTOM & BRACE RAILS
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TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON
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TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER
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TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE OUTRIGGER
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TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE
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ON DOUBLE OUTRIGGER
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TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM
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TBR - FENCE WITH TOP AND BOTTOM RAILS
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TWB - TENSION WIRE TOP AND BOTTOM
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TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL
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FINAL NUMBER IS FABRIC WIDTH IN INCHES.
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#8 AWG SOLID
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COPPER WIRE
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PROVIDE BRACE PANEL WHENEVER
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STRAIGHT RUNS EXCEED 500 FEET.
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BARBED-WIRE APRON
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ON EXTENSION ARMS
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CHAIN-LINK FABRIC
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(9 GAGE, 2" MESH)
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10'-0" MAXIMUM
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LINE POSTS TO BE EQUALLY SPACED
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%%UBRACE RAIL ATTACHMENT
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%%ULINE POST ATTACHMENTS
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%%UTENSION BAND DETAIL
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%%UEND OR GATE POST DETAIL
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%%UCHAIN-LINK SECURITY FENCE DETAIL
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%%UFASTENING DETAILS
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%%UBRACE RAIL CLAMP DETAIL
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%%UTRUSS ROD AND BAND
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%%UBOTTOM RAIL DETAILS
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%%UBRACE PANEL DETAIL
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%%UGROUNDING DETAIL
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FABRIC WIDTH 72" OR LESS
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FABRIC WIDTH 84" TO 96"
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FABRIC WIDTH 108" AND OVER
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BARBED WIRE (TYP.)
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AutoCAD SHX Text 1'-6"
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AutoCAD SHX Text 1'-10"
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LOCK PIN (TYP.)
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3/8 " PLAIN PIN
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RIVETED FLUSH (TYP.)
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3/8 " PLAIN PIN
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RIVETED FLUSH (TYP.)
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%%ULINE POST
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%%UEXTENSION ARM DETAILS
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%%UCORNER POST
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DEGREES
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DEGREES
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TENSION WIRE
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%%UNOTES:
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%%UFENCE LEGEND:
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%%UEXAMPLES:
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CORNER, END,
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OR PULL POST
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TIE WIRES
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(TYP)
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TIE WIRES
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(12" O.C. MAX)
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(TYP)
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6"(TYP)
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7.5"(TYP)
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TRUSS ROD
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(3/8" MIN.
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DIA.)
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TENSION BAR TO ENGAGE
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EACH FABRIC LINK
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TENSION BAND (15" O.C. MAX.
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AND WITHIN 4" FROM TOP AND
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BOTTOM OF FABRIC)
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9-GAGE STEEL
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TIE WIRES
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(12" O.C. MAX.)
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BOTTOM OF
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FABRIC
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3/8 " CARRIAGE
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BOLT W/PEENED
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THREADS
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9-GAGE STEEL
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TIE WIRES
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(12" O.C. MAX.)
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MOLDED EXOTHERMIC
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WELD OR APPROVED
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CLAMP-TYPE FITTING
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OF COPPER
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3/4 " DIA.
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COPPER-CLAD
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STEEL GROUND
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ROD
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BRACE
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RAILS
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BRACE
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RAILS
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LINE
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POST
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TRUSS ROD
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(3/8" MIN. DIA.)
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TENSION
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BAND
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%%UNOTE:
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NO SCALE
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NO SCALE
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NO SCALE
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ENDS TWISTED AT
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LEAST 3 FULL TURNS
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1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED
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ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK
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FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.
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BOTTOM
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RAIL
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1" MAX
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2. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED
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FOR FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS.
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16-GAGE, STAINLESS STEEL TIE WIRES SHALL BE USED
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FOR FASTENING FENCE FABRIC TO TENSION WIRES. HOG RINGS
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SHALL NOT BE ALLOWED ON SENSORED FENCES.
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3. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING
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3/8 " CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE
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DRILLED THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE
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BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.
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9-GAGE STEEL TIE WIRE
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(15" O.C. MAX. AND
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WITHIN 4" FROM
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TOP AND BOTTOM
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OF FABRIC)
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FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE
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ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC
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WIDTH.
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FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON,
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TOP AND BOTTOM TENSION WIRE, AND 84 INCH
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FABRIC WIDTH.
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TRUSS ROD
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(3/8" MIN. DIA.)
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1" MAX.
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TO BOTTOM
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OF FABRIC
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United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
SAVANNAH
RIVER
DRAWING TITLE
DATE SIGNED
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
CHAINLINK
GATE DETAIL
L. MOORE
D-102
LAYDOWN YARD
PROPOSED
SECURITY FENCE
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AutoCAD SHX Text
LEAF
AutoCAD SHX Text
FENCE FABRIC
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
GATE OPENING
AutoCAD SHX Text
3 STRANDS OF BARBED
AutoCAD SHX Text
WIRE (TYP.)
AutoCAD SHX Text
FENCE FABRIC (TYP.)
AutoCAD SHX Text
DIRECTION GATE SWING (TYP.)
AutoCAD SHX Text
CHAIN LINK
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
LINE POST
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FENCE FABRIC
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VERTICAL BARBED
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WIRE APRON
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SINGLE OUTRIGGER
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TO UNSECURE SIDE
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BRACE RAIL
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LATCH
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BRACE RAIL
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GRADE LINE
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TRUSS ROD
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TRUSS
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ROD
AutoCAD SHX Text 6"
AutoCAD SHX Text
GATE FRAME
AutoCAD SHX Text
BRACE RAIL (TYP)
AutoCAD SHX Text
HINGES (TYP)
AutoCAD SHX Text
TRUSS ROD (TYP)
AutoCAD SHX Text
BRACE RAIL (TYP)
AutoCAD SHX Text
LINE POST
AutoCAD SHX Text
GRADE LINE
AutoCAD SHX Text
GATE FRAME
AutoCAD SHX Text
PAVED SUFACE
AutoCAD SHX Text
BITIMINOUS
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SAND/GRAVEL
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1/2 " DIA. DROP ROD
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(INDUSTRY STANDARD)
AutoCAD SHX Text 36"
AutoCAD SHX Text 1"
AutoCAD SHX Text 43"
AutoCAD SHX Text 48"
AutoCAD SHX Text 12"
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6" DIA.
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P.C. CONC.
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 10"
AutoCAD SHX Text 6"
AutoCAD SHX Text
GATE POST SCHEDULE
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GATE LEAF WIDTH
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OUTSIDE DIMENSION
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(NOMINAL)
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(NOMINAL)
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6' OR LESS
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2.875" OD
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2.5" SQ
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4.0" OD
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MORE THAN 18'
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8.625" OD
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6.625" OD
AutoCAD SHX Text
DROP ROD
AutoCAD SHX Text
GATE OPENING
AutoCAD SHX Text
GATE LEAF
AutoCAD SHX Text 6"
AutoCAD SHX Text
3 STRANDS OF BARBED
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WIRE (TYP.)
AutoCAD SHX Text x
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CHAIN-LINK
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FABRIC
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HINGE
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HINGE
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3 HORIZONTAL STRANDS
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OF BARBED WIRE
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3 STRANDS OF BARBED
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WIRE (TYP.)
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AutoCAD SHX Text A
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TOP TENSION WIRE
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OR RAIL AS SPECIFIED
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TOP TENSION WIRE OR
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RAIL AS SPECIFIED (TYP)
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%%UOFFSET HINGE
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%%USTANDARD HINGE
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%%UGATE KEEPER
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%%USWING GATE DETAILS
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(TO HOLD GATE OPEN)
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NO SCALE
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NOTES:
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2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH
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ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.
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3'-10" FOR POSTS 8 5/8 " 0. D.
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3'-4" FOR POSTS 6 5/8 " O. D.
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3'-0" MIN. FOR POSTS
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4" O. D. & LESS
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LATCH
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ASSEMBLY
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GATE
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POST
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3 STRANDS
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OF BARBED
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WIRE
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6" DIA.
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P.C. CONC.
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16" DIA. MIN. FOR GATE
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POSTS 4" O. D. & LESS
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24" DIA. FOR GATE
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POSTS OVER 4" O.D.
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3/8 " DIA. TRUSS
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RODS (TYP)
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NO SCALE
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2" MIN
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2" MAX FOR SENSORED FENCES
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5" MAX FOR NON-SENSORED FENCES
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NEW CURB &
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GUTTER
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1/2 " EXP.
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JOINT
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WASHER
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NEW GATE
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STANDARD
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HINGE
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NEW GATE
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POST FTG.
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SEE
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ELEVATION
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GATE
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POST
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1/2 " EXP.
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JOINT
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GATE
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%%UPLAN
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SAWCUT
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CURB FULL
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DEPTH
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SAWCUT
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GUTTER
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3" MIN.
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EXIST. CURB &
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GUTTER
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EXIST.
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CURB
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1" ID
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STEEL PIPE
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%%UPLAN
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%%UDOUBLE SWING GATE (TYPE FE-6 FENCE)
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%%UELEVATION
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%%UGATE POST SECTION
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%%UAT CURB AND GUTTER
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%%UDROP ROD FOUNDATION
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NO SCALE
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NO SCALE
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%%UPERSONNEL GATE
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%%UTYPE FE-6 FENCE
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%%ULATCH ASSEMBLY
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%%UDROP ROD ASSEMBLY
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1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS
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AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND
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METHODS OF INSTALLATION WHICH COMPLY WITH THE SPECIFICATIONS.
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4. GATES SHALL BE DESIGNATED AS FOLLOWS:
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FENCE TYPE - FE5, FE6, ETC.
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FENCE HEIGHT - INCHES
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TYPE OPENING - SO (SINGLE)
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- DO (DOUBLE)
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HINGE - RA (STANDARD)
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- HO (OFFSET)
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OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)
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EXAMPLES: FE6-84-DO-RA-24
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FE5-48-SO-HO-6
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GREATER THAN 6' TO 12'
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GREATER THAN 12' TO 18'
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BOTTOM TENSION
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WIRE OR RAIL AS
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SPECIFIED (TYP)
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BOTTOM TENSION
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WIRE OR RAIL AS
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SPECIFIED
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3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900
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1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES
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SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING
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HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL
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BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE
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FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID
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CONSTRUCTION OF ALL GATES SUPPLIED.
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"B" COUNTERBALANCE "A" CLEAR OPENING
PLAN VIEW
SECTION
(OPENING SECTION)
6"
"C" OVERALL GATE LENGTH
3 8
D
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O P
O
F
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A T
E
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E I G
H T
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2" X 2" X 1/8"
SQ TUBE FRAME
ELEVATION VIEW ALUMINUM CANTILEVER GATE
"C" OVERALL GATE LENGTH
A
5" X 2" X 1/8"
RECT. TUBE
(TAIL SECTION)
C
D
OUTSIDE (FABRIC)
INSIDE
O U
T S
I D
E
F
A B
R I C
I N
S I D
E
3/16"Ø CABLE
2" X 2" X 1/8"
BARB ARMS
OPTIONAL
OUTSIDE LOOKING IN
BOTTOM RAIL
SINGLE TRACK
2" X 2" X 1/8"
SQ TUBE FRAME
SQ SOLID 1" X 1"
GUSSETS TYP.
A
B
2" X 2" X 1/8"
BARB ARMS
OPTIONAL
CHAINLINK FABRIC
6"
"A"
DESCRIPTION FORMULA
CRITICAL DIMENSIONS
"B"
"C"
"D"
CLEAR OPENING
COUNTERBALANCE
OVERALL GATE LENGTH
TOP OF GATE HEIGHT
BARB ARMS REQUIRED
ADJOINING FENCE HEIGHT
GATE STORAGE IN OPEN POSITION
YES NO
LEFT RIGHT
(OUTSIDE LOOKING IN) (SHOWN)
DIMENSION
A
A/2
A + B + 12"
D
"E"
POST HEIGHT
E
EQa 5' MAX
2"
EQa 5' MAX
2"
EQa 5' MAX
2"
EQa 5' MAX
2"
EQb 5' MAX
2"2"
EQb 5' MAX
2"
E
P
O S
T
H
E I G
H T
B
DETAIL
C
DETAIL
D
DETAIL
ROLLERS W/
COVERS
GATE FRAME
POST
BOTTOM ROLLER
BRACKET
GATE FRAME
POST
TRUCK BRACKET
TRACK
TRUCK ASSEMBLY
GATE FRAME
GUSSET
ADJ EYE BOLT
3/16"Ø CABLE
GATE RECEIVER DETAIL
ROUND OR SQUARE
RECEIVER
LATCH OPTIONAL,
MOUNTING BOLTS
PER POSTS STYLE
GATE FRAME
NOSE
SLOTTED HOLES
FOR PAD LOCK
AS GATE NESTS
NOT USED WITH
AUTOMATED GATES
United States Department of Agriculture
Forest Service
USDA FOREST SERVICE
REGION 8
PROJECT NAME
SAVANNAH
RIVER
DRAWING TITLE
DESIGNER
DRAWN
CHECKED
PROJECT NO.
DWG SHEET NO.
SHEET
D-103
J. PRINCE
L. MOORE
J. PRINCE
LAYDOWN YARD
PROPOSED
SECURITY FENCE
FY23 BONEYARD
FENCE.dwg
TYPICAL SLIDE GATE
DETAIL
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
| AutoCAD Title Sheet-1 TITLE 222 |
| Sheets and Views |
| 1 TITLE |
| Laydown Yard-EX COND |
| Sheets and Views |
| EX COND |
| Laydown Yard-STAKING |
| Sheets and Views |
| STAKING |
| 3 CHAINLINK FENCE |
| Sheets and Views |
| CHAINLINK |
| 4 CHAINLINK GATE |
| Sheets and Views |
| CHAINLINK GATE |
| Laydown Yard-SLIDE GATE |
| Sheets and Views |
| SLIDE GATE |
File details come from the government source that posted it. Updated .