HomeMy WebLinkAbout3056 SWEBB
N
W E
S
SAN BERNARDINO COUNTY
DEPARTMENT OF PUBLIC WORKS
OSVALDO ROQUE
SUPERVISING ENGINEER, TRAFFIC DIVISION
JEREMY JOHNSON
ENGINEERING MANAGER, TRAFFIC DIVISION
DATE
DATE
1//31/24
02/05/2024
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
WEBB
N
W E
S
6TH STREET
(45 MPH)
ET
I
W
A
N
D
A
A
V
E
N
U
E
(5
5
M
P
H
)
SAN BERNARDINO COUNTY
DEPARTMENT OF PUBLIC WORKS
OSVALDO ROQUE
SUPERVISING ENGINEER, TRAFFIC DIVISION
JEREMY JOHNSON
ENGINEERING MANAGER, TRAFFIC DIVISION
DATE
DATE
1//31/24
02/05/2024
X
X
X
X
X
X
X
X
X
X X
OHU OHU
OH
U
OH
U
OH
U
OH
U
OHU OHU
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
OH
U
X
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X
6TH STREET
ET
I
W
A
N
D
A
AV
E
N
U
E
WEBB
N
W E
S
SAN BERNARDINO COUNTY
DEPARTMENT OF PUBLIC WORKS
OSVALDO ROQUE
SUPERVISING ENGINEER, TRAFFIC DIVISION
JEREMY JOHNSON
ENGINEERING MANAGER, TRAFFIC DIVISION
DATE
DATE
1//31/24
02/05/2024
ET
I
W
A
N
D
A
AV
E
N
U
E
WEBB
N
W E
S
TRAFFIC SIGNAL POLE
HORIZONTAL IISNS MAST ARMMOUNTING PER DETAIL BELOW
LABEL STREET NAME SIGN PERDETAIL BELOW
NOTE:
ADJUSTMENTS TO THE
MOUNTING HEIGHT OF THE
HORIZONTAL IISNS MAST ARMNEED TO BE APPROVED BYTHE CITY ENGINEER.
SIGN
6'-0"
8'-0"
"A"
6'-0"
8'-0"
END OD
2-3/8"
2-3/8"
3-1/4"
3-9/16"
11 GA
11 GA
"L"
48"
60"
"D"
18"
24"
22' 00" (TYP.)
TO THE BASE
OF POLE
ARM SIZE "A"
"L"
REMOVABLESTEEL CAP
CL
CL
6'-0" OR 8'-0"
HORIZONTAL IISNS MAST ARM
CONDUIT BODY (LB)
WITH 0.5" NIPPLEON TRAFFIC SIGNALPOLE
CL
9/16" DIA.HOLE 1.5"
SEE SIGNTAB DETAIL
CL
1/2"
1/2" COUPLING TOBE SUPPLIED ON
POLE FOR NEWSTRUCTURES(NIPPLE & SIGN
CONNECTOR BYOTHERS)
CL
1/4"
CL
0.19
TAPEREDTUBE
"D"CL
3"
DETAIL "D"
INSTALL CLAMP PER
CITY STD PLAN NO.
418 SHEET 2
BASE OD THICKNESS
DETAIL "E"
6TH STREET
SAN BERNARDINO COUNTY
DEPARTMENT OF PUBLIC WORKS
OSVALDO ROQUE
SUPERVISING ENGINEER, TRAFFIC DIVISION
JEREMY JOHNSON
ENGINEERING MANAGER, TRAFFIC DIVISION
DATE
DATE
1//31/24
02/05/2024