Drawings.pdf
PDF 4 MB Posted
- Attached to
- Tionesta Lake Rock Stabilization
- Solicitation number
- W911WN15B0016
About this file
Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Specifications.pdf | ||
| W911WN15B00160001.pdf | ||
| W911WN-15-B-0016.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
W911WN-15-B-0016SOLICITATION NO.
PENNSYLVANIA
FOREST COUNTY
TIONESTA LAKE
ALLEGHENY RIVER BASIN
ACCESS IMPROVEMENTS
RIGHT BANK TRAINING WALL
CERTIFIED FINAL DOCUMENTS
MAY 2015
IP
P W
P :d m s
A O e
G .d g n
H
T S
D B
A C
M A
Y
:2
A O e
G .d g n
.0
:1
J
R U
S N
A K
A N
S I D
P R
O J E
C T L
O C
A T
IO
N A
N D V
IC
IN
IT
Y M
A P
S
G-0005
E
L E
IS
U R
E
OUTFLOW
B
G R
O G
A N
M A
Y s
B E
T H
L
S C
H N
E L
L E
R
P .E
LOCATION
PROJECT
N.T.S.
PROJECT LOCATION MAP
N.T.S.
PROJECT VICINITY MAP
N.T.S.
GENERAL PLAN
N.T.S.
TIONESTA DAM
DAM
TIONESTA
F L
O W
NN
PARKING AREA
FLAGPOLE
ACCESS ROAD
TIONESTA DAM
A C
C E
S
R O
A D
WAREHOUSE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
PITTSBURGH DISTRICT
P
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T
IO
N E
S T
A C
R E
E K L
A K
E
R
IG
H T B
A N
K T
R A
IN
IN
G W
A L L A
C C
E S
S I
M P
R O
V E
M E
N T S
CERTIFIED FINAL DOCUMENTS
W
W N
B
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
CONSTRUCTION DIVISION
CHIEF, ENGINEERING AND DATE
APPROVED BY:
BRANCH CHIEF DATE
APPROVAL RECOMMENDED BY:
SECTION CHIEF DATE
SUBMITTED BY:
ANDAPPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS
THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION
U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON
THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE
NUMBER
IDENTIFICATION
SHEET
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T
IO
N E
S T
A C
R E
E K L
A K
E
R
IG
H T B
A N
K T
R A
IN
IN
G W
A L L A
C C
E S
S I
M P
R O
V E
M E
N T S
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O e
G .D
G N
H
T S
D B
A C
M A
Y
:3
A O e
G .D
G N
.0
:1
G-0006
A N
S I D
CIVIL
CONTRACT DRAWINGS
GENERAL
FILENAME
CODE
DWG.
ID NO.
SHEET
TITLE
REFERENCE DRAWINGS
TITLEDRAWING NO.
G-0005
100 G-0006
G-1007204
565 C-1015
565 C-5016
DRAWING INDEX, LEGEND, ABBREVIATIONS AND SIGNATURE SHEET
LEGEND
EXISTING OVERHEAD ELECTRIC LINE
EXISTING SHORELINE
EXISTING TREELINE/VEGETATION
EXISTING FENCE
CONTRACTOR WORK LIMITS
PROPOSED FENCE
GENERAL NOTES
REPRESENT EXISTING FEATURES.
1. ITEMS CALLED OUT IN ITALICS AND/OR DISPLAYED IN GRAYSCALE
PROJECT LOCATION AND VICINITY MAPS
CONTRACTOR WORK LIMITS AND OVERALL SITE PLAN
ABBREVIATIONS
U.S. ARMY CORPS OF ENGINEERS
NOT TO SCALE
UPSTREAM
DOWNSTREAM
DRAWING
REFERENCE
REQUIRED
MAXIMUM
MINIMUM
TYPICAL
LINEAR FOOT (OR FEET)
DIAMETER
EACH WAY
ON CENTER
RADIUS
EQUAL
WITH
OUTSIDE DIAMETER
INSIDE DIAMETER
USACE
N.T.S.
U/S
D/S
DWG
REF
REQ’D
MAX
MIN
TYP
LF
OC
DIA
R
EW
EQ
W/
OD
ID
APPROX APPROXIMATE, APPROXIMATELY
AO38e_203_G-0005
AO38e_100_G-0006
AO38e_204_G-1007
AO38e_565_C-1015
AO38e_565_C-5016
D R
A W
IN
G I
N D
E X L E
G E
N D
A B
B R
E V
IA
T
IO
N S
A N
D S
IG
N A
T U
R E S
H E
E T
J
R U
S N
A K
B
C R
A T
T Y
EXISTING MAJOR CONTOUR (10-FOOT INTERVALS)
EXISTING HANDRAIL
H HIGH
W WIDE
O38e-U1-82/1.2 TIONESTA CREEK - TIONESTA LAKE - RIGHT BANK STABILIZATION AND SIDEWALK - PLAN AND SECTIONS - AS-BUILT 16 MAY 1995
O38e-U1-61/1B.1
O38e-U1-61/2A.2
O38e-U1-61/3A.2
PITTSBURGH FLOOD CONTROL - TIONESTA DAM - TIONESTA CREEK - STILLING BASIN - GENERAL PLAN - AS-BUILT 10 JUN 1943
PITTSBURGH FLOOD CONTROL - TIONESTA DAM - TIONESTA CREEK - STILLING BASIN - PLAN AND PROFILE - AS-BUILT 10 JUN 1943
PITTSBURGH FLOOD CONTROL - TIONESTA DAM - TIONESTA CREEK - STILLING BASIN - SECTIONS - AS-BUILT 10 JUN 1943
CLEAR, CLEARANCECLR
EXISTING FENCE AND DEBRIS REMOVAL AND INSTALLATION OF NEW FENCE AND GATES - PLANS
NEW CHAIN-LINK FENCE AND GATES - SECTIONS AND DETAILS
B
G R
O G
A N
S C
H N
E L
L E
R
P .E
/s/ BETH L. SCHNELLER, P.E. 20 MAY 2015
20 MAY 2015
21 MAY 2015
/s/ STEPHEN R. STOLTZ, P.E.
/s/ JEFFREY E. FRITZ, P.E.
10’-0"
PENNSYLVANIA ONE CALL SYSTEM, INC.
1-800-242-1776 or 8-1-1
CALL 3 BUSINESS DAYS BEFORE YOU DIG!
www.pa1call.org
POCS Serial NO.:
Date:
FLOW
TIONESTA CREEK
NN
LEGEND
CONTRACTOR WORK LIMITS
D
C
C E
A D
OUTFLOW
DAM
(GRAVEL)
PARKING
AREA
CAMPGROUND
OUTFLOW
CAMPGROUND
ROAD
T W
D
-3
(D
A D
(ASPHALT)
PARKING
O F
T
IO
N E S T
A
A N D
B
O R
O U G H
T O
S .R . 3
FENCE
CHAIN-LINK
EXISTING
HANDRAIL
EXISTING
BANK TRAINING WALL
EXISTING RIGHT
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T
IO
N E
S T
A C
R E
E K L
A K
E
R
IG
H T B
A N
K T
R A
IN
IN
G W
A L L A
C C
E S
S I
M P
R O
V E
M E
N T S
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O e
G .d g n
H
T S
D B
A C
M A
Y
:2
A O e
G .d g n
:1
G-1007
J
R U
S N
A K
80’0 40’
SCALE: 1"=40’
SCALE: 1" = 40’-0"
CONTRACTOR WORK LIMITS AND OVERALL SITE PLAN
B
C R
A T
T Y
C O
N T
R A
C T
O R W
O R
K L
IM
IT
S A
N D
O V
E R
A L L S
IT
E P
L
N
NOTES:
G R
O G
A N
S C
H N
E L
L E
R
P .E
AS NEEDED DURING ALL PHASES OF WORK.
2. CONTRACTOR TO PROVIDE TRAFFIC CONTROL
PA ONE CALL SYSTEM AND CREATING TICKET.
1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING
A N
S I D
T E
1)
R
M
IN
G A
T E
GATE
7’-0"
6’ (MAX)
8’-0"
140°
24’-6"
’-6
M
A X
S
T E
R
M
IN
C L
R
TIONESTA CREEK
FLOW
HANDRAIL
EXISTING
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T
IO
N E
S T
A C
R E
E K L
A K
E
R
IG
H T B
A N
K T
R A
IN
IN
G W
A L L A
C C
E S
S I
M P
R O
V E
M E
N T S
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O e
C .d g n
H
T S
D B
A C
M A
Y
:1
A O e
C .d g n
:1
C-1015
J
R U
S N
A K
0 20’10’
SCALE: 1"=10’
NN
B
C R
A T
T Y
1%
M
IN
M
IN
M
IN
1%
(M
IN
E X
IS
T
IN
G F
E N
C E A
N D D
E B
R
IS
R
E M
O V
A L A
N D
IN
S
T A
L L
A T
IO
N O
F N
E W F
E N
C E A
N D G
A T
E S
P L
A N
S
P O
S
IT
IO
N
O
P E
N
POSITION)
(CLOSED
B
G R
O G
A N
S C
H N
E L
L E
R
P .E
A N
S I D
OUTFLOW
DAM
OUTFLOW
DAM
HANDRAIL
EXISTING
MANHOLE
EXISTING
MANHOLE
EXISTING
TRAINING WALL
RIGHT BANK
SIDEWALK
CONCRETE
EXISTING
TRAINING WALL
RIGHT BANK
PIPE (8"-10" DEEP)
PERFORATED PVC
EXISTING 6"
SIDEWALK
CONCRETE
EXISTING
PIPE (8"-10" DEEP)
PERFORATED PVC
EXISTING 6"
PIPE (8"-10" DEEP)
PERFORATED PVC
EXISTING 6"
WORK LIMITS
CONTRACTOR
SCALE: 1" = 10’-0"
PLAN - EXISTING FENCE AND DEBRIS REMOVAL
SCALE: 1" = 10’-0"
PLAN - NEW FENCE AND GATES
TIONESTA CREEK
FLOW
HANDRAIL
EXISTING
SLOPE
EXISTING
TRAINING WALL
RIGHT BANK
PVC PIPE
PERFORATED
EXISTING 6"
TO 10" DEEP
VARIES 8"
3’ TO 10’ WIDE)
WALKWAY (VARIES
EXISTING UNPAVED
PIPE HANDRAIL
EXISTING
TRAINING WALL
RIGHT BANK
HANDRAIL POST
EXISTING PIPE
WALKWAY
UNPAVED
EXISTING
A
WORK LIMITS
CONTRACTOR
NOTES
OF SLOPE
NEW TOE
SAFETY FENCE
CHAIN-LINK
NEW 10’ HIGH
OF SLOPE
NEW TOE
SLOPE
FINISHED
VEGETATIVE COVERING
MAT AND SEED FOR PERMANENT
INSTALL TURF REINFORCEMENT
40 LF
L
F
10 L F
10 LF
20 LF 40 LF
L F
TRAINING WALL
THE RIGHT BANK
OF SLOPE TOWARD
TO DRAIN FROM TOE
GRADE NEW SURFACE
C-5016 FOR DETAILS)
LINK FENCE (SEE SHEET
NEW 10’-0"H CHAIN-
VARIES
TO WIDTH OF GATE OPENING
WIDTH VARIES FROM 5’ (MIN)
SEE NOTE 5
GATE POSTGATE POST
PIVOT POINT
GATE FRAME
SEE NOTE 2
A
SECTION
N.T.S.
DETAIL
N.T.S.
(SEE NEW FENCE AND GATES PLAN, THIS SHEET).
LOCATED NEXT TO THE EXISTING CONCRETE SIDEWALK
DOES NOT APPLY TO THE NEW PERSONNEL GATE
FRAME AND EXISTING HANDRAIL SHOWN IN THIS DETAIL
3. THE CLEARANCE REQUIREMENT BETWEEN THE GATE
EACH GATE’S SWING DIRECTION.
2. SEE NEW FENCE AND GATES PLAN, THIS SHEET, FOR
(DASHED LINES REPRESENT "OPEN" GATE ORIENTATION).
1. DETAIL SHOWS GATE IN ITS "CLOSED" ORIENTATION
DETAIL NOTES:
4 AND 6, THIS SHEET
DETAIL 1 AND NOTES 2,
3 PLACES) - SEE
PERSONNEL GATE (TYP
NEW 10’-0"H x 7’-0"W
ALIGNMENT)
ALONG FENCE
DEBRIS (TYP
REMOVE
(SEE NOTE 3, THIS SHEET)
OF DEBRIS REMOVED
WILL VARY BASED ON AMOUNT
NEW 10’H CHAIN-LINK FENCE
THE CLEAR AREA BEHIND THE
TO 10’ WIDE)
VARIED FROM 3’
WALKWAY (ORIGINALLY
EXISTING UNPAVED
1%
(MIN)
GATES IN THE "OPEN" ORIENTATION.
"CLOSED" ORIENTATION. GATES SHOWN AS DASHED LINES REPRESENT THE
6. THE NEW FENCE AND GATES PLAN SHOWS THE PERSONNEL GATES IN THE
DAMAGE DURING ALL PHASES OF WORK.
5. CONTRACTOR SHALL PROTECT EXISTING PIPES, INLETS, MANHOLES, ETC., FROM
4. FOR FENCING SECTIONS AND DETAILS, SEE SHEET C-5016.
VEGETATIVE COVER.
SLOPE UTILIZING A TURF REINFORCEMENT MAT, AND SEED FOR PERMANENT
ROCK OR DISTURB EXISTING ROCK OUTCROPPINGS. STABILIZE THE GRADED
EXCAVATING ONLY TALUS AND SLIDE DEBRIS. DO NOT EXCAVATE INTACT
3. UPON RE-ESTABLISHMENT OF THE TOE OF SLOPE, GRADE THE SLOPE AREA,
DETAILS ON SHEET C-5016).
EXISTING HANDRAIL POSTS FOR LATCHING PURPOSES (SEE PERSONNEL GATE
OF THE NEW 10’H CHAIN-LINK FENCE SHOULD BE LOCATED ACROSS FROM
2. THE TWO PERSONNEL GATES TO BE INSTALLED NEAR THE MIDDLE PORTION
DESCRIBED IN NOTE 2.
10’H X 7’W PERSONNEL GATES, WHERE THE FENCE IS TO BE INSTALLED AS
THE NEW FENCE AND GATES PLAN, AND AT THE LOCATIONS OF THE NEW
FENCE AND THE EXISTING HANDRAIL, EXCEPT WHERE SHOWN OTHERWISE ON
1. PROVIDE 5 FEET OF CLEARANCE (MINIMUM) BETWEEN THE NEW 10’H CHAIN-LINK
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
TOE OF SLOPE (SEE NOTE 3)
PRIOR TO RE-ESTABLISHING THE
TREES AND DEBRIS THIS AREA
CUT AND REMOVE EXISTING
F
N
F
B R
IC
7’-0" GATE LEAF
OPENING FOR
7’-0" GATE
OPENING FOR
T
Y P
10’-0" MAX 10’-0" MAX
(MIN)
10" DIA
LINE POSTS TO BE EQUALLY SPACED
10’-0" MAXIMUM
X
IN
10’-0" MAXIMUM
M
IN
(MIN)
16" DIA
F A
B
W
ID
T H
ROD
TRUSS
HINGES
ROD
TRUSS
TENSION WIRE
BOTTOM RAIL OR
GRADE LINE
BRACE RAIL
GATE POST
LATCH
BRACE RAIL
TOP RAIL
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T
IO
N E
S T
A C
R E
E K L
A K
E
R
IG
H T B
A N
K T
R A
IN
IN
G W
A L L A
C C
E S
S I
M P
R O
V E
M E
N T S
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O e
C .d g n
H
T S
D B
A C
M A
Y
:2
A O e
C .d g n
.0
:1
J
R U
S N
A K
E
L E
IS
U R
E
C-5016
STRAIGHT RUNS EXCEED 500 FEET.
PROVIDE BRACE PANEL WHENEVER
NOTE:
SCALE: NONE
FASTENING DETAILS
TRUSS ROD AND BAND
END OR POST
ROUND POST
TENSION BAND
STEEL POST SCHEDULE
USE AND SECTION
TUBULAR - ROUND
TOP, BOTTOM, & BRACE RAILS
TUBULAR - ROUND
LINE POSTS
TUBULAR - ROUND
CORNER, END & PULL POSTS
MINIMUM OUTSIDE DIMENSIONS
LATCH ASSEMBLY
SCALE: NONE
CHAIN-LINK FENCE
SCALE: NONE
BRACE PANEL
FABRIC
SCALE: NONE
TOP OR BRACE RAIL ATTACHMENT
CARRIAGE BOLT
TENSION BAND
GATE POST
END OR
TENSION BAND
TENSION BAR
CARRIAGE BOLT
GATE POST
END OR
FABRIC
END OR GATE POST
BOTTOM OF FABRIC)
4" FROM TOP AND
OC MAX AND WITHIN
TENSION BAND (15"
FABRIC LINK
ENGAGE EACH
TENSION BAR TO
FENCE POST (TYP)
TENSION BAND
CONCRETE BASE
(�" DIA MIN)
TRUSS ROD
TRUSS RODTRUSS ROD
RAIL
BRACE
POST
LINE PULL POST
RAIL
BRACE
LINE POST
WIRE
TENSION
RAIL OR
BOTTOM
TOP RAIL OR TENSION WIRE
FENCE POST (TYP)
BRACE RAIL
(�" DIA MIN)
TRUSS ROD
CARRIAGE BOLT
TENSION BAND
GRADE
CONCRETE BASE
(�" MIN DIA)
TRUSS ROD
BRACE RAIL
TOP RAIL OR TENSION WIRE LINE POST
(9-GAGE, 2" MESH)
CHAIN-LINK FABRIC
CLIPS (TYP)
TIE WIRES OR
OF FABRIC
BOTTOM
LINE POST
RINGS (TYP)
OR HOG
TIE WIRES
(TYP)
RINGS
HOG
(2’-0" OC MAX)
TIE WIRES
9-GAGE STEEL
POST
GATE
GATE POST
REMAIN)
POST (TO
HANDRAIL
EXISTING
LATCH
GATE
ROD
TRUSS
LINE
GRADE
HINGES
FENCE
CHAIN-LINK
NEW 10’-0"
FABRIC WIDTH 108" AND OVER
4.00" OD
1.66" OD
2.875" OD
4.00" OD
TUBULAR - ROUND
GATE POSTS
RESPONSIBLE FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.
LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE CONTRACTOR SHALL BE
HEAVY FITTINGS. AT CONTRACTOR’S OPTION, A WELDED HORIZONTAL BRACE MAY BE USED IN
(ROUND). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR SHALL BE ASSEMBLED USING
4. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900 1.90" NOMINAL
NOTED.
3. SWING GATES SHALL BE CONSTRUCTED WITH LATCH ASSEMBLIES AND GATE KEEPERS, EXCEPT AS
AREA.
FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE
2. WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE
OF FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES
N E
W C
H A
IN
-L
IN
K F
E N
C E A
N D G
A T
E S
S E
C T
IO
N S A
N D D
E T
A
IL
S
LEAF
B
G R
O G
A N
S C
H N
E L
L E
R
P .E
A N
S I D
TENSION WIRE
PULL POST
END OR
CORNER,
WIRE
OR TENSION
BOTTOM RAIL
SCALE: NONE
LINE POST ATTACHMENT
SCALE: NONE
SWING GATE DETAILS
OFFSET HINGE
STANDARD HINGE
NOTES
SCALE: NONE
PERSONNEL GATE (CLOSED)
SCALE: NONE
PERSONNEL GATE (OPEN)
FULL TURNS
AT LEAST 3
ENDS TWISTED
OF FABRIC)
TOP AND BOTTOM
AND WITHIN 4" FROM
WIRE (15" OC MAX
9-GAGE STEEL TIE
REFERENCE DRAWINGS
Contract Dwgs
G-0005
G-0006
G-1007
C-1015
C-5016
| Reference Dwgs |
| O38e-U1-61_1B.1 |
| O38e-U1-61_2A.2 |
| O38e-U1-61_3A.2 |
| O38e-U1-82_1.2 |
File details come from the government source that posted it. Updated .