7899_c7v8.pdf
PDF 170 KB Posted
- Attached to
- INTERSECTION IMPROVEMENT
- Solicitation number
- W911S7-16-B-0025
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Other files
| File | Type | Posted |
|---|---|---|
| W911S7-16-B-0025_Bid_Abstract.pdf | ||
| Drawings_to_Questions.pdf | ||
| DBA_Wage_Determination_MO160019 _19_Aug_2016.pdf | ||
| W911S7-16-B-0025_-_0001_Intersection_Improvement.pdf | ||
| Questions.pdf | ||
| 7899_s2v8.pdf | ||
| 7899_c5v8.pdf | ||
| 7899_c3v8.pdf | ||
| 7899_c2v8.pdf | ||
| 7899_s1v8.pdf | ||
| 7899_c1v8.pdf | ||
| W911S716B0025.pdf | ||
| 7899_coverv8.pdf | ||
| 7899_s3v8.pdf | ||
| 7899_c4v8.pdf | ||
| W911S716B0025_SOW_Final.pdf | ||
| 7899_c6v8.pdf |
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Text version
MI
SSOURI
A
VENUE
N
PROJECT NO:
DRAWING NO:
SHEET OF
DATE
SCALE
D E
S I
G N
E D
D R
A W
N
C H
E C
K E
D
S U
B M I
T T
E D
A P
P R
O V
E D
D A
T E
D P
W F
O R
T
L E
O N
A
D
W O
O
M I
S S
O U
R I
D A
T E
D E
S C
R I
P T I
O N
M A
D E
A P
P R
D
R E
V I
S I
O N
S
L v
O f
D I
R E
C T
O R
A
E
F
P U
B L
C
W
R K
S
C O
O R
D I
N A
T I
O N
D A
T E
D A
T E
D A
T E
P U
L A
S K I
A
V E
B U
S H
B U
S H
B U
S H
G
B E
R
S
C
E N
G
C7 7
C7899.10
12 AUG 15
AS SHOWN
N
T E
R S
E C
T I O
N
I
M P
R O
V E
M E
N
M
A V
E
A
P U
L A
S K I
A
V E
ALL WIRE #12 AWG EXCEPT WHERE SHOWN
2-7c(sig)
3"
1-7c (sig)
2"
3"
1-2c (lum)
1-2c (lum)
3-1c #8
2"
2"
1-7c(sig)
1-7c(sig)
1-2c (lum)
3"
2-3"
2"
(TYP)
SIGNAL HEAD
(TYP)
STREET LIGHT
CONTROLLER
2"
DIAGRAM OF EXISTING AND NEW WIRING FOR TRAFFIC SIGNAL
1-2c #14 (lum)
2-7c (lum)
2-2c #14
1-2c #14
1-7c
1-2c #14
1-7c 1-2c #14
1-7c
NEW 1- 3 SECTION HEAD.
SHALL BE PROVIDED WITH NEW 5 SECTION HEAD AND
EXISTING ARM MAST TO BE REMOVED. NEW 55 FT MAST
3 HEAD SIGNAL
NEW 5 HEAD AND
TAG
IDENTIFICATION
3"
APPROX. CAP
END
MOUNT LUMINAIRE
HORIZONTAL
M I
N A
L
6"±
6" MIN.
90°
POLE CAP
.5' 3' 5' 10' 1'10'
55' ARM
OL HEAD
3-SECTION
OL HEAD
3-SECTION
OL HEAD
3-SECTION
OL HEAD
5-SECTION
SIGN
30" X 36"
55' ARM
2'3'
SIGNAL HEADS)
(TYPICAL FOR ALL
BACK PLATES
(TYPICAL)
12" TUNNEL VISORS
NAME SIGN
96" X 18" STREET
GALVANIZING.
SHALL BE DRILLED PRIOR TO
DRIVE SCREWS. ID TAG HOLES
TWO RIVETS OR STAINLESS STEEL
TO POLE OR MAST ARM USING
STAINLESS STEEL AND ATTACHED
TAG SHALL BE ALUMINUM OR
ID TAG NOTE:
4"
APPROX.
IDENTIFICATION TAG
MANUFACTURER
FABRICATION DATE
SHOP DRAWING NO.
MFR. PART NUMBER
MAST ARM
S I
G N
A
T E
R S
E C
T I
SIGNAL HEADS
M.0045445
YL YELLOW LEFT ARROW
L GREEN LEFT ARROW
CIRCULAR REDR
CIRCULAR YELLOWY
CIRCULAR GREENG
LEGEND:
TRAFFIC PHASING AND COLOR SEQUENCE - ACTUATED CONTROLLERS
G
Y
R
LOCATION
SIGNAL FACE
NUMBERS
FACE
INDICATIONS
SIGNAL
PHASE 1
R R R R
Y Y Y
G G G G G
R
Y
G
R R
Y Y
G G
R
Y
G G G
R
Y
G
R
Y
GG
R
Y
G
R
Y
G
R
Y
G G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y,LY
LG
PHASE 2
21 22
PHASE 6
60 10
41 42
838281
PHASE 5
Y,LY
LG
23 61 62
PHASE 1+5
R
Y,LY
LG
R
Y,LY
LG
PHASE 1+6
60 61 62
R
Y,LY
LG
PHASE 2+5
21 22 23 50
R
Y,LY
LG
PHASE 2+6
60 61 6221 22 23 41 83
PHASE 4
42 81
PHASE 8
016 16 32FT
SCALE: 1/4"=1'
THE R0AD.
16 FT CLEARANCE IS REQUIRED BETWEEN THE ARM MAST AND
FURNISHED WITH MOUNTING BRACKETS UTILIZING CABLES.
TRAFFIC SIGNALS MOUNTED ON MAST ARMS SHALL BE
THE SIGNAL INVOLVED.
OF THE LANE BEING CONTROLLED AND FACING
VIEWING POSITION OF EACH SIGNAL SHALL BE FROM THE CENTER
THREE STRAP SUPPORTS ARE REQUIRED.
ARE REQUIRED: AND IF A SIGN EXCEEDS 96" IN LENGTH,
IF A SIGN EXCEEDS 42" IN LENGTH, TWO STRAP SUPPORTS
3 TO 7 DEGREES FROM VERTICAL.
ON MAST ARMS SHALL BE TILTED FORWARD FROM THE TOP
SIGNS AND SIGNALS SHALL BE VERTICAL. SIGNAL HEADS
INDICATING PROPER ORIENTATION FOR INSTALLATION.
ARMS SHALL BE PROVIDED WITH A PERMANENT MARKING
ARMS SHALL BE RAKED UP 0.25" PER FOOT MINIMUM.
GENERAL NOTES:
(NEW 5 HEAD)
R YL L
(NEW 3 HEAD)
R Y G
(EXISTING)
R Y G
(EXISTING)
R Y G
J
B A
L E
7899_c1.dgn Default 5/25/2016 10:58:46 AM
| 2016-06-01T10:54:00-0500 | |
| ROBERTS.GARY.L.1231307644 |
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