HomeMy WebLinkAboutC8.4 LIGHTING PLAN DETAILSC5
.
0
-
D
E
T
A
I
L
S
C8.4
LI
G
H
T
I
N
G
P
L
A
N
D
E
T
A
I
L
S
W241058
JM
W2
4
1
0
5
8
01
.
0
3
.
2
0
2
4
BT
JM
JA
C
Q
U
I
E
'
S
G
O
U
R
M
E
T
C
A
T
E
R
I
N
G
43
0
6
W
e
s
t
9
6
t
h
S
t
r
e
e
t
,
Ca
r
m
e
l
,
I
N
4
6
0
3
2
10 9
a
b
c
d
8 7 6
e
f
g
h
10 9 8 7 6
5 4 3 2
Pa
r
t
o
f
t
h
e
X
X
/
4
o
f
S
e
c
t
i
o
n
X
X
,
T
o
w
n
s
h
i
p
X
X
N
o
r
t
h
,
R
a
n
g
e
X
E
a
s
t
,
X
X
X
X
T
o
w
n
s
h
i
p
,
X
X
X
X
C
o
u
n
t
y
,
I
n
d
i
a
n
a
1
PR
E
P
A
R
E
D
F
O
R
:
PROJECT NO.
SHEET NO.
a
b
c
d
5 4 3 2
e
1
f
h
PE
R
M
I
T
S
E
T
03
.
0
1
.
2
0
2
5
JM
1
g
AL
L
A
N
H
.
W
E
I
H
E
,
P
.
E
.
,
L
.
S
.
-
F
O
U
N
D
E
R
10
5
0
5
N
.
C
o
l
l
e
g
e
A
v
e
n
u
e
In
d
i
a
n
a
p
o
l
i
s
,
I
n
d
i
a
n
a
4
6
2
8
0
we
i
h
e
.
n
e
t
Bu
i
l
d
w
i
t
h
c
o
n
f
i
d
e
n
c
e
.
SM
EN
G
I
N
E
E
R
S
31
7
|
8
4
6
-
6
6
1
1
80
0
|
4
5
2
-
6
4
0
8
31
7
|
8
4
3
-
0
5
4
6
fa
x
W
E
I
H
E
La
n
d
S
u
r
v
e
y
i
n
g
|
C
i
v
i
l
E
n
g
i
n
e
e
r
i
n
g
La
n
d
s
c
a
p
e
A
r
c
h
i
t
e
c
t
u
r
e
PR
O
J
E
C
T
N
O
.
:
RE
V
I
S
I
O
N
S
A
N
D
I
S
S
U
E
S
DA
T
E
BY
DW
G
N
A
M
E
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DA
T
E
:
DARRELL A. EDWARDS P.E. #890047
CI
T
Y
C
O
M
M
E
N
T
S
03
.
2
1
.
2
0
2
5
JM
2
CI
T
Y
C
O
M
M
E
N
T
S
3
/
1
7
/
2
5
03
.
2
6
.
2
0
2
5
JM
3
CI
T
Y
C
O
M
M
E
N
T
S
4
/
2
/
2
5
04
.
0
2
.
2
0
2
5
JM
4
AD
D
E
D
S
W
P
P
P
S
P
E
C
S
S
H
E
E
T
04
.
0
4
.
2
0
2
5
JM
5
CI
T
Y
C
O
M
M
E
N
T
S
4
/
1
6
/
2
5
04
.
1
7
.
2
0
2
5
JM
6
CI
T
Y
C
O
M
M
E
N
T
S
04
.
3
0
.
2
0
2
5
JM
7
(8) # 5 VERTICAL
REINFORCING
BAR
1.
5
0
5.
0
0
1.00
4.
5
0
1.
0
0
2.
5
0
POLE BASE - PLAN VIEW
SCALE 34" = 1'-0"
ANHCOR BOLT DETAIL
SCALE 112" = 1'-0"
VIEW A-A
SCALE 12" = 1'-0"
#4 CIRCULAR TIE
(2) 1" PVC
CONDUIT
CHASES
2" x 2" x 38" PLATE
WASHER WITH 1
116"Ø HOLE TO BE
EMBEDDED IN
FOUNDATION
LEVELING NUT
PLATE WASHER
(PER LIGHT POLE
MANUFACTURER)
STRUCTURAL NUT
LOCK NUT
BOTTOM NUT FOR 1"
Ø ANCHOR BOLT
1" Ø ANCHOR BOLT
42
"
1.50
(4) 1" Ø ANCHOR BOLT
INSTALLED ON A 10 12"
Ø BOLT CIRCLE
#4
C
I
R
C
U
L
A
R
T
I
E
S
@
1
2
"
O
.
C
.
PR
O
J
E
C
T
I
O
N
LIGHT POLE
(8) #5 VERTICAL
REINFORCING
BAR
#4 CIRCULAR
TIES
(4) 1" Ø ANCHOR
BOLT
(2) 1" Ø PVC
CONDUIT
AA
DESIGN CRITERIA:
AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR
HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, FIFTH EDITION, 2009
FOUNDATION DESIGN PARAMETERS:
1.MAXIMUM LIGHT POLE BASE REACTIONS:
·BASE MOMENT = 16,845 lbs-ft
·BASE SHEAR = 978 lbs
2.MAXIMUM WIND SPEED (3 SECOND GUST) = 120MPH
3.MINIMUM REQUIRED SOIL PARAMETERS:
·COHESIVE SOILS:
- SHEAR STRENGTH = 750 lbs/ft²
- 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL
·COHESIONLESS SOILS:
- ANGLE OF INTERNAL FRICTION = 27 DEGREES
- WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE
FOUNDATION
- 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL
4.THE SOILS REPORT SHALL BE REVIEWED BY THE ENGINEER OF RECORD
TO CONFIRM THAT THE MINIMUM SOIL PARAMETERS ARE MET OR
EXCEEDED BEFORE THIS DESIGN IS USED. IF THE MINIMUM SOIL
PARAMETERS ARE NOT MET, THIS DESIGN SHALL NOT BE USED.
5.THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE
REACTIONS AND DESIGN WIND SPEED FOR THE LIGHT POLE TO BE
INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUM DESIGN
LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION DESIGN SHALL
NOT BE USED IF THE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE
BEEN EXCEEDED.
6.THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH
ARE CLOSER THAN 8ft FROM A RETAINING WALL.
7.THIS FOUNDATION DESIGN SHALL NOT BE USED AT LOCATIONS WHERE
THE GROUND SLOPE EXCEEDS 4 inches per foot.
GENERAL NOTES:
·CONCRETE COMPRESSIVE STRENGTH (F'C) SHALL BE A MINIMUM OF
3000PSI
·ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT DIP GALVANIZED
PER ASTM F2329
·REINFORCING STEEL SHALL BE ASTM A615 GRADE 60
·NUTS SHALL BE HEAVY HEX ASTM A563 GRADE DH, HOT DIP GALVANIZED
PER ASTM A153
·PLATE SHALL BE ASTM A572 GRADE 50, HOT DIP GALVANIZED PER ASTM
A153
·LOCK NUT SHALL BE HOT DIP GALVANIZED PER ASTM A153
3" CLR TYP.
3" CLR TYP.
3" CLR TYP.
LOCK NUT
0.
1
7
0.
0
8
0.
1
2
SEE LIGHT POLE BASE ON
TOP OF FOUNDATION
DETAIL
LIGHT POLE BASE ON TOP OF FOUNDATION
SCALE 112" = 1'-0"
CIRCULAR TIE DETAIL
SCALE 3 4" = 1'-0"
SLOPE TOP OF FOUNDATION
14" PER FOOT TO SHED
WATER6"
1.12
# 4 CIRCULAR TIE
WITH A 21" (MIN)
LAP SPLICE
0.
1
9
1"
M
I
N
.
2"
M
A
X
.
CL
R
T
Y
P
.
0.
1
9
0.
2
5
3" CLR
TYP.
LEVELING NUT
PLATE WASHER (PER LIGHT
POLE MANUFACTURER)
STRUCTURAL NUTLOCK NUT
LIGHT POLE BASE PLATE
PLATE WASHER (PER LIGHT
POLE MANUFACTURER)
MI
N
I
M
U
M
34
"
M
I
N
I
M
U
M
EM
B
E
D
M
E
N
T
(NO SCALE)LIGHTING BASE DETAIL
0.19