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9
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6
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2
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9
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13
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1
3
+
9
8
.
9
6
5
7
.
2
1
2
.
9
1.8SPLITTER ISLAND NORTH
51
2
.
1
1
6
4
.
3
3
5
.
5
14.4
**
RE
I
N
F
O
R
C
I
N
G
ST
E
E
L
,
JO
I
N
T
S
,
EX
C
A
V
A
T
I
O
N
,
BA
C
K
F
I
L
L
,
AGGREGATE BASE, AND DISPOSAL OF MATERIAL ARE INCLUDED IN COST OF CONCRETE CAP.
# CR
U
S
H
E
D
BA
S
E
CO
U
R
S
E
AT
CR
O
S
S
W
A
L
K
LO
C
A
T
I
O
N
S
PAID SEPARATELY, SEE SURFACING SUMMARY.
NO
T
E
:
ME
D
I
A
N
CU
R
B
QU
A
N
T
I
T
I
E
S
ME
A
S
U
R
E
D
AT
FL
O
W
L
I
N
E
.
TO
T
A
L
ME
D
I
A
N
CO
N
C
R
E
T
E
CU
R
B
MEDIAN CONCRETE CURB CONCRETE MEDIAN CAP **DETECTABLE WARNING DEVICESsquare yards
ST
A
T
I
O
N
REMARKSCONCRETE SIDEWALK 4" (CROSS WALK) #
FR
O
M
TO
4"
6"
NE
QU
A
D
R
A
N
T
13
+
2
4
.
4
2
1
4
+
3
0
.
4
0
1
1
5
.
0
1.8RT. INCL. 1‐PED. RAMP, RET. WALLS
14
+
3
0
.
4
0
1
4
+
5
7
.
4
0
33
.
0
RT. INCL. 1‐DRIVEWAY APRON, 2‐FLARED SIDES, CONN. TO EXIST.
23
+
7
3
.
9
8
2
4
+
6
3
.
6
2
1
0
3
.
6
1.8LT. INCL. 1‐PED. RAMP, RET. WALLS, & CONN. TO EXIST.
13
+
3
5
.
5
5
1
4
+
5
7
.
4
0
84REMOVE SIDEWALK RT. INCL.1‐DRIVEWAY APRON
23
+
3
4
.
5
0
2
4
+
6
3
.
6
2
81REMOVE SIDEWALK LT.
SE
QU
A
D
R
A
N
T
10
+
3
8
.
3
3
1
2
+
3
4
.
5
5
2
3
4
.
8
1.8RT. INCL. CONN. TO EXIST., 1‐BIKE RAMP, 1‐PRIVATE WALK, 1‐PED. RAMP, RET. WALLS
23
+
5
3
.
1
8
2
5
+
4
9
.
0
0
2
3
2
.
2
1
.
8
R
T
.
INCL. 1‐PED. RAMP, 1‐BIKE RAMPS, RET. WALLS & CONN. TO EXIST.
10
+
3
8
.
3
3
1
2
+
6
5
.
4
8
2
0
2
R
E
M
O
V
E
SIDEWALK RT. INCL. 1‐PRIVATE WALK
23
+
2
8
.
1
4
2
5
+
4
9
.
0
0
1
4
3
R
E
M
O
V
E
SIDEWALK RT.
SW
QU
A
D
R
A
N
T
11
+
0
6
.
1
3
1
1
+
9
9
.
0
4
1
6
6
.
1
1
.
8
L
T
.
INCL. CONN. TO EXIST., 1‐BIKE RAMP, 1‐PED. RAMP, RET. WALLS
21
+
7
7
.
8
0
2
2
+
3
6
.
7
7
1
2
4
.
2
1
.
8
R
T
.
INCL. CONN. TO EXIST., 1‐BIKE RAMP, 1‐PED. RAMP, RET. WALLS
11
+
1
9
.
0
0
1
2
+
3
6
.
0
6
1
3
5
R
E
M
O
V
E
SIDEWALK LT.
21
+
8
9
.
9
8
2
2
+
7
8
.
0
7
5
7
R
E
M
O
V
E
SIDEWALK RT.
NW
QU
A
D
R
A
N
T
13
+
2
8
.
5
4
1
3
+
8
0
.
3
1
6
3
.
7
1
.
8
L
T
.
INCL. 1‐PED. RAMP, RET. WALLS
13
+
8
0
.
3
1
1
3
+
9
9
.
9
4
3
4
.
0
L
T
.
INCL. 1‐DRIVEWAY APRON, 1‐FLARED SIDE, 1‐PED. RAMP DOWN IN APPROACH
13
+
9
9
.
9
4
1
4
+
3
8
.
3
0
2
9
.
2
L
T
.
14
+
3
8
.
3
0
1
4
+
5
8
.
3
0
2
2
.
0
L
T
.
INCL. 1‐DRIVEWAY APRON, 2‐FLARED SIDES, CONN. TO EXIST.
21
+
6
9
.
4
1
2
2
+
7
3
.
5
2
1
2
4
.
2
1
.
8
L
T
.
INCL. CONN. TO EXIST., 1‐BIKE RAMP, 1‐PED. RAMP & RET. WALLS
13
+
2
1
.
2
8
1
4
+
5
8
.
3
0
9
6
R
E
M
O
V
E
SIDEWALK LT. INCL. 2‐DRIVEWAY APRONS, 1‐PRIVATE WALK
21
+
6
9
.
4
1
2
2
+
8
2
.
4
0
6
4
R
E
M
O
V
E
SIDEWALK LT.
1,
1
9
3
.
0
8
9
.
0
1
4
.
4
8
6
2
1,
1
9
3
.
0
8
9
.
0
1
4
.
4
#
**
RE
I
N
F
O
R
C
I
N
G
ST
E
E
L
,
JO
I
N
T
S
,
CU
R
B
RE
T
A
I
N
I
N
G
WA
L
L
S
,
EX
C
A
V
A
T
I
O
N
,
BACKFILL, AGGREGATE BASE, SAW CUTS, AND DISPOSAL OF MATERIAL ARE INCLUDED IN COST OF SIDEWALK.
# FO
R
IN
F
O
R
M
A
T
I
O
N
ON
L
Y
,
RE
M
O
V
A
L
AN
D
DI
S
P
O
S
A
L
OF
EX
I
S
T
I
N
G
SIDEWALK IS NOT A BID ITEM AND IS INCLUDED IN UNIT BID PRICE FOR STREET EXCAVATION. SIDEWALK
ST
A
T
I
O
N
REMARKS
sq
u
a
r
e
yards
TO
T
A
L
CO
N
C
R
E
T
E
SI
D
E
W
A
L
K
**
DETECTABLE WARNING DEVICESREMOVE SIDEWALK #
SU
B
T
O
T
A
L
CO
L
L
E
G
E
ST
.
22
+
6
2
.
8
,
13
.
0
'
RT
.
1
.
2
N
E
W
12
"
ST
M
X‐IN
G
EX
.
FI
B
E
R
OP
T
I
C
LI
N
E
23
+
1
3
.
6
,
3.3
'
RT
.
1
.
9
N
E
W
18
"
ST
M
X‐IN
G
EX
.
FI
B
E
R
OP
T
I
C
DU
C
T
BA
N
K
23
+
2
3
.
4
,
37
.
1
'
RT
.
2
.
2
N
E
W
18
"
ST
M
X‐IN
G
EX
.
3 PH
.
PW
R
.
LI
N
E
23
+
7
8
.
2
,
32
.
8
'
RT
.
1
.
3
N
E
W
15
"
ST
M
X‐IN
G
EX
.
3 PH
.
PW
R
.
LI
N
E
24
+
0
7
.
6
,
31
.
2
'
RT
.
2
.
3
N
E
W
15
"
ST
M
X‐IN
G EX
.
3 PH
.
PW
R
.
LI
N
E
24
+
6
5
.
2
,
31
.
3
'
RT
.
1
.
6
N
E
W
12
"
ST
M
X‐IN
G
EX
.
3 PH
.
PW
R
.
LI
N
E
11
T
H
AV
E
.
13
+
4
4
.
5
,
39
.
9
'
LT
.
2
.
2
S
E
E
60
"
EL
E
C
T
R
I
C
MA
N
H
O
L
E
SP
E
C
I
A
L
DE
S
I
G
N
DE
T
A
I
L
SH
E
E
T
12
.
7
* SE
E
ST
O
R
M
DR
A
I
N
DE
T
A
I
L
SH
E
E
T
S
NO
T
E
:
FL
O
W
A
B
L
E
FI
L
L
TO
EX
T
E
N
D
FR
O
M
BO
T
T
O
M
OF
PIP
E
BE
D
D
I
N
G
TO
TO
P
OF
EX
I
S
T
I
N
G
UT
I
L
I
T
Y
CR
OS
S
I
N
G
,
TO
1' MI
N
.
EA
C
H
SI
D
E
OF
ST
O
R
M
PI
P
E
,
AN
D
TO
1'
MI
N
.
EA
C
H
SI
D
E
OF
EX
I
S
T
I
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G
UT
I
L
I
T
Y
TO
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A
L
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A
B
L
E
FI
L
L
*
cu
b
i
c
ya
r
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s
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O
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T
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D
G
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LA
N
D
S
C
A
P
E
RO
C
K
WE
E
D
BA
R
R
I
E
R
FA
B
R
I
C
DE
C
I
D
U
O
U
S
SH
R
U
B
EVERGREEN SHRUBRELOCATE BOULDERS
RO
U
N
D
A
B
O
U
T
30
+
0
0
.
0
0
3
2
+
1
2
.
0
6
1
7
0
2
0
3
3
5
C
E
N
T
R
A
L
ISLAND, SEE DETAIL
11
T
H
AV
E
N
U
E
RT
.
12
+
4
2
1
12
+
4
4
1
CO
L
L
E
G
E
ST
R
E
E
T
RT
.
22
+
1
1
2
2
+
2
1
2
3
0
S
W
QUADRANT SIDEWALK BLOCKOUT, SEE DETAIL
CO
L
L
E
G
E
ST
R
E
E
T
LT
.
22
+
4
0
2
2
+
7
0
5
0
3
5
0
3
6
S
U
B
S
T
A
T
I
O
N
LANDSCAPE AREA, SEE DETAIL
22
0
#2
5
#4
1
5
#3
#6 #2 #
# QU
A
N
T
I
T
I
E
S
AR
E
FO
R
IN
F
O
R
M
A
T
I
O
N
ON
L
Y
.
AL
L
LA
N
D
S
C
A
P
I
N
G
IT
EM
S
& AL
L
IN
C
I
D
E
N
T
A
L
S
IN
C
L
U
D
E
D
IN LUMP SUM BID PRICE FOR LANDSCAPING.
TO
P
S
O
I
L
& SO
D
PA
I
D
SE
P
A
R
A
T
E
L
Y
,
SE
E
TO
P
S
O
I
L
& SO
D
SU
M
M
A
R
Y
.
SE
E
LA
N
D
S
C
A
P
I
N
G
DE
T
A
I
L
SH
E
E
T
S
FO
R
SC
H
E
D
U
L
E
S
.
each
LA
N
D
S
C
A
P
I
N
G
#
ST
A
T
I
O
N
REMARKS
TO
T
A
L
FR
O
M
T
O
8"
12
"
15
"
18
"
48"60"
22
+
7
0
.
4
1
22.8' RT.
22
+
7
0
.
4
2
2
+
8
3
.
2
20
22.8' RT. TO 8.3' RT. (REMOVE 8" PVC)
22
+
8
3
.
2
2
CAP & ABANDON 12" VCP, 8.3' RT. TO WEST
22
+
8
3
.
2
2
3
+
1
3
.
6
30
8.3' RT. TO 7.6' RT. (REMOVE 12" VCP)
23
+
1
3
.
6
1
7.6' RT.
23
+
1
3
.
6
2
3
+
1
3
.
7
15
7.6' RT. TO 22.0' RT. (REMOVE 18" RCP, EX. MH TO SOUTH)
23
+
1
3
.
6
2
3
+
1
3
.
4
32
7.6' RT. TO 24.6' LT. (REMOVE 18" RCP, EX. MH TO NORTH)
23
+
1
3
.
6
2
CAP & ABANDON 6" VCP, 7.6' RT. TO WEST
23
+
1
3
.
6
2
CAP & ABANDON 6" CAST IRON, 7.6' RT. TO SOUTHEAST
23
+
1
3
.
6
2
CAP & ABANDON 6" CAST IRON, 7.6' RT. TO SOUTHWEST
23
+
1
3
.
6
2
CAP & ABANDON 6" CAST IRON, 7.6' RT. TO EAST
23
+
1
3
.
6
2
3
+
2
2
.
6
20
7.6' RT. TO 25.0' RT. (REMOVE 18" RCP, EX. MH TO EX. INLET)
23
+
2
2
.
6
1
25.0' RT.
23
+
2
2
.
6
2
3
+
2
3
.
4
18
25.0' RT. TO 42.4' RT. (REMOVE 18" RCP, EX. INLET TO EX. MH)
23
+
2
3
.
4
1
42.4' RT.
23
+
2
3
.
4
2
3
+
2
3
.
4
6
42.4' RT. TO 49.4' RT. (REMOVE 18" RCP, EX. MH TO SOUTH)
23
+
1
3
.
6
2
4
+
6
1
.
2
14
8
7.6' RT. TO 22.8' RT. (REMOVE 8" PVC, EX. MH TO EX. TEE)
24
+
6
1
.
2
2
4
+
7
2
.
7
10
22.8' RT. TO 23.8' RT. (REMOVE 8" PVC, EX. TEE TO EAST)
24
+
6
1
.
2
2
4
+
6
1
.
2
14
22.8' RT. TO 36.5' RT. (REMOVE 6" PVC, EX. TEE TO EX. INLET)
24
+
6
1
.
2
1
36.5' RT. AT PARKING LOT
22
+
4
5
.
0
0
1I‐1
22
+
4
5
.
0
0
2
3
+
1
3
.
5
0
76
.
0
21
62
I‐1 TO MH‐1
23
+
1
3
.
5
0
1MH‐1
23
+
1
3
.
5
0
2
3
+
1
3
.
4
2
12
.
0
5
12
1
MH‐1 TO NORTH CONN.
23
+
1
3
.
5
0
2
3
+
3
2
.
9
9
20
.
0
61
1
MH‐1 TO I‐2
23
+
3
2
.
9
9
1I‐2
23
+
1
3
.
5
0
2
3
+
1
3
.
6
3
22
.
0
8
21
MH‐1 TO MH‐2
23
+
1
3
.
6
3
1MH‐2
23
+
1
3
.
6
3
2
3
+
1
3
.
6
6
12
.
0
5
10
1
MH‐2 TO SOUTH CONN.
23
+
1
3
.
6
3
2
3
+
2
7
.
1
4
16
.
0
6
15
MH‐2 TO MH‐3
23
+
2
7
.
1
4
1MH‐3
23
+
2
7
.
1
4
2
3
+
2
3
.
4
1
38
.
0
14
31
1
MH‐3 TO SOUTH CONN.
23
+
2
7
.
1
4
2
3
+
9
0
.
2
8
68
.
0
21
55
MH‐3 TO I‐3
23
+
9
0
.
2
8
1I‐3
23
+
9
0
.
2
8
2
4
+
3
1
.
5
4
44
.
0
14
36
I‐3 TO I‐4
24
+
3
1
.
5
4
1I‐4
24
+
3
1
.
5
4
2
4
+
6
1
.
9
3
28
.
0
9
24
I‐4 TO MH‐4
24
+6
1
.
9
3
1MH‐4 (ROTATE RIM AWAY FROM NEW SIDEWALK)
24
+
6
1
.
9
3
2
4
+
7
2
.
7
3
1
0
.
0
33
1
MH‐4 TO EAST CONN.
24
+
6
1
.
9
3
2
4
+
7
1
.
1
3
24
.
0
72
1
MH‐4 TO I‐5
24
+
7
1
.
1
3
1I‐5
10.0120.0140.038.062.03231193014
3
2
1
2
2
3
1
# SE
E
MP
W
S
S
ST
A
N
D
A
R
D
DR
A
W
I
N
G
& SP
E
C
I
F
I
C
A
T
I
O
N
S
@ SE
E
CI
T
Y
OF
BO
Z
E
M
A
N
ST
A
N
D
A
R
D
DR
A
W
I
N
G
S
AN
D
ST
A
N
D
A
R
D
SP
E
C
I
F
I
C
A
T
I
O
N
S
**
FO
R
IN
F
O
R
M
A
T
I
O
N
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S
CO
L
L
E
G
E
ST
R
E
E
T
1 1
No
Pa
r
k
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n
g
He
r
e
to
Co
r
n
e
r
Ca
n
t
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in
s
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l
l
a
t
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o
n
1
ST
A
T
I
O
N
S
I
D
E
10
+
1
9
R
T
R
3
‐17
b
P
E
n
d
s
2
4
x8
R3
‐17
2
4
x18
10
+
3
9
R
T
D
1
1
‐1B
i
k
e
Ro
u
t
e
2
4
x18
M6
‐2
A
r
r
o
w
(s
y
m
b
o
l
)
1
2
x9
11
+
1
0
R
T
W
2
‐6
R
o
u
n
d
a
b
o
u
t
(s
y
m
b
o
l
)
3
0
x30
W1
3
‐1P
1
5
MP
H
1
8
x18
11
+
3
3
L
T
D
1
1
‐1B
i
k
e
Ro
u
t
e
2
4
x18
M5
‐2
A
r
r
o
w
(s
y
m
b
o
l
)
1
2
x9
11
+
3
4
L
T
R
2
‐124 x301
11
+
7
6
R
T
W
1
1
‐15
P
e
d
e
s
t
r
i
a
n
/
b
i
k
e
(s
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m
b
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)
3
0
x30
W1
6
‐7P
24 x12
11
+
7
7
L
T
S
P
E
C
‐1D
i
s
m
o
u
n
t
to
Cr
o
s
s
12 x181
11
+
9
0
L
T
W
1
1
‐15
P
e
d
e
s
t
r
i
a
n
/
b
i
k
e
(s
y
m
b
o
l
)
3
0
x30
W1
6
‐7P
24 x12
11
+
9
0
R
T
S
P
E
C
‐1D
i
s
m
o
u
n
t
to
Cr
o
s
s
12 x181
12
+
0
4
R
T
R
1
‐2
Yi
e
l
d
1
12
+
1
1
M
E
D
(
2
)
D3
‐1S
11
t
h
Av
e
36 x9
R1
‐2
Y
i
e
l
d
13
+
4
6
M
E
D
(
2
)
D3
‐1S
11
t
h
Av
e
36 x9
R1
‐2
Y
i
e
l
d
13
+
5
3
L
T
R
1
‐2
Y
i
e
l
d
1
13
+
6
4
R
T
W
1
1
‐15
P
e
d
e
s
t
r
i
a
n
/
b
i
k
e
(s
y
m
b
o
l
)
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0
x30
W1
6
‐7P
24 x12
13
+
7
1
L
T
S
P
E
C
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i
s
m
o
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t
to
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o
s
s
12 x181
13
+
8
0
M
E
D
W
1
1
‐15
P
e
d
e
s
t
r
i
a
n
/
b
i
k
e
(s
y
m
b
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l
)
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0
x30
W1
6
‐7P
24 x12
13
+
8
0
R
T
S
P
E
C
‐1D
i
s
m
o
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n
t
to
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o
s
s
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14
+
0
5
L
T
D
1
1
‐1a
B
i
k
e
(s
y
m
b
o
l
)
24 x18
M6
‐2
A
r
r
o
w
(s
y
m
b
o
l
)
12 x9
14
+
1
7
L
T
R
7
‐112 x181
14
+
2
4
R
T
D
1
1
‐1a
B
i
k
e
(s
y
m
b
o
l
)
24 x18
M5
‐2
Ar
r
o
w
(s
y
m
b
o
l
)
1
2
x9
14
+
7
2
L
T
W
2
‐6
R
o
u
n
d
a
b
o
u
t
(s
y
m
b
o
l
)
30 x30
W1
3
‐1P
1
5
MP
H
18 x18
30
+
1
4
L
T
R
6
‐430 x241
30
+
5
9
L
T
R
6
‐430 x241
31
+
3
5
L
T
R
6
‐430 x241
31
+
8
3
L
T
R
6
‐430 x241 SUBTOTAL25 48
Do
u
b
l
e
Ch
e
v
r
o
n
(s
y
m
b
o
l
)
1136 x 36 x 36 1
Ar
r
o
w
(s
y
m
b
o
l
)
No
Pa
r
k
i
n
g
An
y
Ti
m
e
Ar
r
o
w
(s
y
m
b
o
l
)
1
Ar
r
o
w
(s
y
m
b
o
l
)
1
Ar
r
o
w
(s
y
m
b
o
l
)
36 x 36 x 36 136 x 36 x 36 36 x 36 x 36
MU
TC
D
NU
M
B
E
R
Mount on luminaire pole
Bi
k
e
La
n
e
111TH AVENUE
SI
G
N
INSTALLATION
LO
C
A
T
I
O
N
ROUNDABOUT1
Do
u
b
l
e
Ch
e
v
r
o
n
(s
y
m
b
o
l
)
Do
u
b
l
e
Ch
e
v
r
o
n
(s
y
m
b
o
l
)
Do
u
b
l
e
Ch
e
v
r
o
n
(s
y
m
b
o
l
)
TOTAL111
DE
S
C
R
I
P
T
I
O
N
SIGN SIZE (in x in)QUANTITY (EACH)REMARKS
25
MP
H
1 1
linear feetcubic yardsq. yards
FR
O
M
T
O
EDGING #LANDSCAPE ROCK #WEED BARRIER FABRIC #
RO
U
N
D
A
B
O
U
T
30
+
0
0
.
0
0
3
2
+
1
2
.
0
6
1
6
6
8
'
LT., BETWEEN ROCK COVER & TOPSOIL 4AROUND NEW MONUMENT BOX
30
+
0
0
.
0
0
3
2
+
1
2
.
0
6
2
0
0
'
TO 8' LT., 4" THICK
30
+
0
0
.
0
0
3
2
+
1
2
.
0
6
3
3
5
0
'
TO 8' LT., INCLUDES DOUBLE LAYER
17020335
# QU
A
N
T
I
T
I
E
S
AR
E
FO
R
INFORMATION ONLY.
SE
E
TO
P
S
O
I
L
& SO
D
SU
M
M
A
R
Y
FOR CENTRAL ISLAND TOPSOIL QUANTITIES.
ED
G
I
N
G
,
LA
N
DS
C
A
P
E
ROCK, WEED FABRIC AND ALL INCIDENTALS INCLUDED IN LUMP SUM BID PRICE FOR LANDSCAPING.
TO
T
A
L
CENTRAL ISLAND LANDSCAPING SCHEDULE
ST
A
T
I
O
N
REMARKS
DE
S
C
R
I
P
T
I
O
N
‐ NAME ‐ COMMON NAMESIZEMATURE SIZEQUANTITY
EV
E
R
G
R
E
E
N
SH
R
U
B
‐
JU
N
I
P
E
R
U
S
SC
O
P
U
L
O
R
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'MOONGLOW' ‐ MOONGLOW JUNIPER5‐6' BB15' HEIGHT x 8 ' WIDTH2
DE
C
I
D
U
O
U
S
SH
R
U
B
‐
SP
I
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E
A
JA
P
O
N
I
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A
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O
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'
‐ GOLDFLAME SPIREACTN #53' HEIGHT x 3' WIDTH3
EV
E
R
G
R
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E
N
SH
R
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B
‐
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N
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P
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R
U
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‐ BROADMOOR JUNIPERCTN #52' HEIGHT x 4' WIDTH4
LA
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3 cubic yds.
WE
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R
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FA
B
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(D
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B
L
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LA
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)
50 sq.yds.
ED
G
I
N
G
50 feetSUBSTATION LANDSCAPING SCHEDULE
SY
M
B
O
L
IN
T
E
R
S
E
C
T
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SI
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2
6
.
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4
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1
2
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4
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1
0
.
5
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W
.
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4
+
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3
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3
.
8
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.
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4
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.
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W
.
C
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2
4
+
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.
8
4
.
0
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11
W
.
C
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.
2
4
+
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2
.
7
4
.
6
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W
.
C
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.
2
3
+
8
6
.
2
1
2
.
2
'
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S
.
1
1
T
H
A
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1
3
+
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2
1
0
.
0
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R
T
14
S
.
1
1
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1
3
+
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9
.
7
1
8
.
5
'
R
T
15
S
.
1
1
T
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1
3
+
4
1
.
2
1
2
.
5
'
L
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16
S
.
1
1
T
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1
3
+
6
9
.
8
6
.
0
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L
T
17
W
.
C
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L
E
G
E
S
T
.
2
2
+
3
6
.
6
8
.
2
'
L
T
18
W
.
C
O
L
L
E
G
E
S
T
.
2
2
+
6
1
.
8
1
7
.
2
'
L
T
19
W
.
C
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L
E
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E
S
T
.
2
2
+
6
0
.
6
1
2
.
1
'
R
T
20
W
.
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L
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S
T
.
2
2
+
3
7
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5
.
6
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.
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T
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I
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A
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AL
I
G
N
M
E
N
T
S
T
A
T
I
O
N
OFFSET (C/L POLE)TYPE OF POLE BASEFOUNDATION DIA. X DEPTHLUMINAIRE MASTARMLUMINAIRE HEIGHTLUMINAIRE ASSEMBLY*
1
1
0
-
A
-
5
0
0
-
6
W
.
C
O
L
L
E
G
E
S
T
.
2
2
+
0
4
2
0
.
0
'
R
T
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N
C
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R
2
'
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4
.
5
'
1
2
'
4
0
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2
5
0
W
S
.
V
.
2
1
0
-
A
-
5
0
0
-
6
W
.
C
O
L
L
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E
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T
.
2
4
+
3
3
2
6
.
8
'
R
T
A
N
C
H
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R
2
'
X
4
.
5
'
1
2
'
4
0
'
2
5
0
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.
V
.
3
1
0
-
A
-
5
0
0
-
6
S
.
1
1
T
H
A
V
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.
1
1
+
4
4
2
1
.
8
'
R
T
A
N
C
H
O
R
2
'
X
4
.
5
'
1
2
'
4
0
'
250 W S.V.
4
1
0
-
A
-
5
0
0
-
6
S
.
1
1
T
H
A
V
E
.
1
2
+
3
3
5
2
.
6
'
R
T
A
N
C
H
O
R
2
'
X
4
.
5
'
1
2
'
4
0
'
250 W S.V.
5
1
0
-
A
-
5
0
0
-
6
S
.
1
1
T
H
A
V
E
.
1
3
+
3
0
4
8
.
5
'
L
T
A
N
C
H
O
R
2
'
X
4
.
5
'
1
2
'
4
0
'
250 W S.V.
6
1
0
-
A
-
5
0
0
-
6
S
.
1
1
T
H
A
V
E
.
1
3
+
6
4
3
8
.
5
'
R
T
A
N
C
H
O
R
2
'
X
4
.
5
'
1
2
'
4
0
'
250 W S.V.
7
1
0
-
A
-
5
0
0
-
6
S
.
1
1
T
H
A
V
E
.
1
4
+
3
5
2
9
.
2
'
L
T
A
N
C
H
O
R
2
'
X
4
.
5
'
1
2
'
4
0
'
250 W S.V.
*F
U
L
L
-
C
U
T
O
F
F
L
U
M
I
N
A
I
R
E
A
S
S
E
M
B
L
I
E
S
R
E
Q
U
I
R
E
D
LUMINAIRE POLE SCHEDULE