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Mills Rd
Rolling K
noll R
d
Bigelow Rd
Hendricks Rd
M
o
r
r
i
s
v
i
l
l
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P
k
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Futrell D
r
G
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S
c
h
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l
R
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Old P
lace R
d
Hilliard Ln
Tw
yla R
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Gre
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chool Rd
S
e
a
rs
F
a
rm
R
d
B
l
v
C
a
r
p
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n
t
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Carpenter Fire Station Rd
G
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n
L
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v
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l C
h
u
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h
R
d
B
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rd
H
ill
C
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C
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C
apistrane
D
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J
o
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C
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Hig
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NC
55 H
wy
C
a
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p
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R
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a
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D
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Whitebridge
Dr
H
id
d
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n
R
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k
C
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Yorkhill Dr
H
a
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ill
L
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L
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Tutbury
P
l
K
e
t
t
l
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w
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C
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R
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w
l
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y
C
t
Somersby
Ct
S
o
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w
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ld
Dr
F
aw
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C
t
Lulw
orth
C
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P
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c
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L
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Parkw
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b
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C
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P
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k
w
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p
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Java Ct
C
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P
l
P
a
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h
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n
i
C
t
D
o
m
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C
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S
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Walker
Ln
M
y
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s
F
a
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C
t
K
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S
p
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C
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C
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G
l
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b
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W
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C
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k
C
t
Connemara
Ln
C
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laC
h
a
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W
a
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Fortw
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Ct
S
a
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C
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P
a
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Ln
D
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l
a
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d
T
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Highfield A
ve
W
ellesley
Trade Ln
H
i
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h
f
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W
A
c
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s
C
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b
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H
ill
D
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C
o
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D
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Fern
cro
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t
E
a
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C
l
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f
C
t
Ferncrest
C
t
Landsdow
ne
C
t
L
y
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c
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n
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c
k
l
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C
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B
r
a
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t
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D
r
W
ake R
obin Ln
R
e
d
b
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C
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a
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C
t
A
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C
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O
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s
b
y
C
t
Playford Ln
K
e
m
p
m
ill
C
t
Summerglow
Evanshire
Dr
Lindenthal Ct
Clendenen Ct
B
r
i
d
l
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b
i
t
C
t
H
o
r
s
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-
p
o
n
d
C
t
Alidade Ct
E
q
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s
tria
n
C
t
C
h
a
p
s
C
t
T
a
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k
C
t
C
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S
c
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a
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r
D
r
Schubauer Dr
L
e
g
a
u
l
t
D
r
Legault D
r
Stalebegate D
r
C
o
r
r
a
l
C
t
S
C
o
s
le
tt D
r
Benedetti C
t
D
r
y
s
t
a
c
k
W
a
y
Deer Valle
y Dr
S
i
l
v
e
r
a
d
o
T
r
l
Caym
us
Ct
F
l
o
r
a
S
p
r
i
n
g
s
D
r
Cuvasion
Ct
B
r
o
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k
A
r
b
o
r
D
r
A
r
b
o
r
V
i
e
w
D
r
Briardale Ave
Edgem
ore
Ave
Medowvale
Cir
T
i
c
o
n
d
e
r
o
g
a
R
d
S
t
a
g
s
L
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a
p
C
t
W
ild B
rook
Ct
B
a
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l
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s
s
C
t
B
a
n
n
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rm
a
n
L
n
G
o
l
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h
a
l
C
t
Jesnick
Ln
A
b
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s
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n
C
t
B
a
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C
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P
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c
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C
t
T
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b
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C
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Conagra
V
y
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C
t
B
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a
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a
k
L
n
E
l
s
t
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w
C
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Ludgate
C
t
C
h
e
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s
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C
t
C
h
a
r
i
o
t
C
t
Parmalee
C
t
D
o
r
i
c
C
t
Otmoor Ln
Benwell Ct
W
a
l
c
o
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t
W
a
y
W
a
lc
o
tt W
a
y
C
a
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a
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Draym
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ay
P
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a
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s
V
a
l
l
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C
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V
illa
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p
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Preston
V
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e
W
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t
L
is
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k
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t
M
o
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Da
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Rid
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r
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F
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R
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A
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to
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A
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N
C
5
5
H
w
y
NC
55 H
wy
I
n
d
ia
n
W
e
lls
R
d
M
o
r
r
i
s
v
i
l
l
e
Sanger Dr
How
ard R
d
C
arp
ente
r
R
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Carpenter U
pchurch R
d
Wackena R
d
LO
UIS
S
TE
PH
EN
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R
G
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H
o
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C
h
u
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c
h
R
d
H
o
l
l
y
C
r
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k
R
d
Morrisville
O
ld
P
r
o
s
W
a
y
H
o
g
a
n
s
C
t
R
e
i
n
h
o
l
d
L
n
Boltstone Ct
Dallavia Ct
Preston A
rbor Ln
Treybrooke Dr
R
a
m
b
l
i
n
g
Hills
Church S
t
B
a
rb
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e
R
d
C
h
a
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H
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R
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M
c
C
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m
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P
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c
C
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m
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P
k
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M
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C
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m
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L
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Davis D
r
M
a
n
c
i
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o
C
t
H
e
d
s
p
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t
h
L
n
Anniston Ct
E
c
k
l
i
n
L
n
F
i
n
n
w
a
y
L
n
Beeley C
t
Landser C
t
Gazebo Dr
R
o
s
a
le
r
C
t
C
o
n
s
id
in
e
C
t
Duck
Pond
Cir
Billington
Ct
D
e
b
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c
k
C
t
M
a
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s
b
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L
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b
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P
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a
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C
t
F
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l
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a
C
t
Gambardelli
Ct
Council Gap Ct
Hickory
W
ood B
lv
R
iggsbee
Farm
D
r
F
a
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R
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C
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Lippershey
C
t
B
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b
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Cir
D
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c
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L
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W
C
l
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Dr
G
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D
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C
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D
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Creek
Park D
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w
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C
t
Grove
Hall C
t
C
loud
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C
ham
pio
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P
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Way
P
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D
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F
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Ln
Bergstand
Ct
W
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W
a
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E
S
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C
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Delafield
Ct
P
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C
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Morrisville
Elem
W
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Chenille
Dr
Bondhu P
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d
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Meadow
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PAY_ITEM_ID,DESCRIPTION,QUANTITY,UNIT
18000-0500,"Thermoplastic Pavement Marking, 4"" - 120 mil (EDGE,LANE,CENTER SKIPS)",3102.88,LF18000-0501,"Thermoplastic Pavement Marking, 8"" - 120 mil (GORE,DIAGONAL,CROSSWALK)",140.51,LF
18000-1020,Lane Separators - ARMADILLO DOMES ( NEED THE ACTUAL NAME) ,53,EA
Date.
Description
C. Little
May 4th, 2020
D. Spencer
COVER SHEET
DescriptionSheet No.
2-4
5
1
PLAN SHEETS
DETAIL SHEET
INDEX OF SHEETS
Drawn By :
Designed By:
.
Date:
Internal Control Approval Authorizing Release By The Town of Cary
Transportation & Facilities Dept. (Check Indicating Type of Plan)
Final Drawings (No Marking)
Certification Optional:
Preliminary Drawings - Do Not Use For Construction
Progress Drawing - Do Not Use For Construction
Final Drawing - Not Released For Construction
Final Drawing - For Review Purposes Only
Not a Certified Document as to the Original Document but ONLY as to the Revisions
SEALSignature Date
..
..
..
..
Bike Lane DelineationHortons Creek Road
Project No. ST3601
1871
CARY , NORTH CAROL INA 316 North Academy Street
Cary, N.C. 27513
Tel: 919-469-4030 Fax: 919-460-4935
www.townofcary.org
TOWN CARYfONORTH CAROLINA
Contact Information:
919.380.4236
Revisions Survey for this project was completed by Town of Cary professional
land surveyors. Coordinate control based on the following:
Horizontal _______________ Vertical ___________________
Project Engineer
Name
Total Sheets
VICINITY MAP(NOT TO SCALE)
DSpencer
CARY
SITE
H
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FIN
NB
AR
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R.
5
DocuSign Envelope ID: BDC30803-DC12-4960-A63F-5C4DF1549C58
9/13/2021
R
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SHEET NO.
DSpencer
CLittle
Scale Hor:
Proj. No.
Design By:
Drawn By:
Date:
Revisions
Signature
Scale Ver:
1" = 20'
1871
CARY
, NO
RTH
CAR
OLIN
A
TOW
NCA
RY
fO
NO
RTH
CA
RO
LIN
A
Co
nta
ct In
fo
rm
atio
n:
Da
vid
.S
pe
nce
r@
to
wn
ofca
ry.o
rg
91
9.4
62
.3
83
3
31
6 N
orth
A
ca
de
my S
tre
et
Ca
ry, N
.C
. 2
75
13
Te
l: 9
19
-4
69
-4
03
0 F
ax: 9
19
-4
60
-4
93
5
ww
w.to
wn
ofca
ry.o
rg
May 4th, 2020
2
Plan
Ho
rto
ns C
re
ek
Bik
e L
an
e D
elin
ea
tio
n
PROPOSED OUTSIDE BIKE LANE EDGE LINE
4" SOLID WHITE THERMOPLASTIC LINE (4", 120 MILS)
PROPOSED DIAGONAL LINES
8" SOLID WHITE THERMOPLASTIC LINE (8", 120 MILS)
PROPOSED CYCLE LANE SEPARATORS
ZICLA- ZEBRA 9 CYCLE LANE SEPARATORS
(SEE NOTES # 5) (SEE DETAILS SHEET 5)
NOTES:
1. CONTRACTOR REQUIRED TO PRE-MARK BIKE LANES AND
COORDINATE WITH PROJECT MANAGER TO FIELD VERIFY
ALIGNMENT BEFORE FINAL MARKINGS ARE APPLIED.
2. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN FOR REVIEW
TO PROJECT MANAGER PRIOR TO COMMENCING WORK.
3. CALL 811 BEFORE DIGGING.
4. FIELD VERIFY EXISTING LANE WIDTHS, LANES SHALL BE TEN
FOOT IN WIDTH ONCE ADDITIONAL TREATMENT IS INSTALLED.
5. LANE SEPARATORS TO BE SPACED SO NOT TO HAVE DOMES
NEAR DRIVEWAY. USE 8" DIAGONAL LINES IN PLACE OF DOMES
WHEN NEEDED.
6. ALL LANE SEPARATORS SHALL BE INSTALLED 45° TO THE
DIRECTION OF TRAVEL. (SEE DETAIL SHEET)
7. THE CONTRACTOR IS AUTHORIZED TO WORK MONDAY-FRIDAY
9:00 AM TO 4:00 PM. WEEKENDS ARE NOT AUTHORIZED.
8. THE CONTRACTOR SHALL NOT WORK ON CARY OBSERVED
HOLIDAYS.
9. CONTRACTOR SHALL NOT PARK EQUIPMENT OR VEHICLES IN
PUBLIC RIGHT OF WAY.
DocuSign Envelope ID: BDC30803-DC12-4960-A63F-5C4DF1549C58
9/13/20219/13/2021
H
O
R
T
O
N
S
C
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E
E
K
R
D
C
L
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N
G
S
T
O
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E
C
T
.
SHEET NO.
CLittle
Scale Hor:
Proj. No.
Design By:
Drawn By:
Date:
Revisions
Signature
Scale Ver:
1" = 20'
1871
CARY
, NO
RTH
CAR
OLIN
A
TOW
NCA
RY
fO
NO
RTH
CA
RO
LIN
A
Co
nta
ct In
fo
rm
atio
n:
Da
vid
.S
pe
nce
r@
to
wn
ofca
ry.o
rg
91
9.4
62
.3
83
3
31
6 N
orth
A
ca
de
my S
tre
et
Ca
ry, N
.C
. 2
75
13
Te
l: 9
19
-4
69
-4
03
0 F
ax: 9
19
-4
60
-4
93
5
ww
w.to
wn
ofca
ry.o
rg
May 4th, 2020
3
Plan
PROPOSED CYCLE LANE SEPARATORS
ZICLA- ZEBRA 9 CYCLE LANE SEPARATORS
(SEE NOTES # 5) (SEE DETAILS SHEET 5)
PROPOSED DIAGONAL LINES
8" SOLID WHITE THERMOPLASTIC LINE (8", 120 MILS)
PROPOSED CYCLE LANE SEPARATORS
ZICLA- ZEBRA 9 CYCLE LANE SEPARATORS
DSpencer
Ho
rto
ns C
re
ek
Bik
e L
an
e D
elin
ea
tio
n
PROPOSED OUTSIDE BIKE LANE EDGE LINE
4" SOLID WHITE THERMOPLASTIC LINE (4", 120 MILS)
PROPOSED OUTSIDE BIKE LANE EDGE LINE
4" SOLID WHITE THERMOPLASTIC LINE (4", 120 MILS)
NOTES:
1. CONTRACTOR REQUIRED TO PRE-MARK BIKE LANES AND
COORDINATE WITH PROJECT MANAGER TO FIELD VERIFY
ALIGNMENT BEFORE FINAL MARKINGS ARE APPLIED.
2. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN FOR REVIEW
TO PROJECT MANAGER PRIOR TO COMMENCING WORK.
3. CALL 811 BEFORE DIGGING.
4. FIELD VERIFY EXISTING LANE WIDTHS, LANES SHALL BE TEN
FOOT IN WIDTH ONCE ADDITIONAL TREATMENT IS INSTALLED.
5. LANE SEPARATORS TO BE SPACED SO NOT TO HAVE DOMES
NEAR DRIVEWAY. USE 8" DIAGONAL LINES IN PLACE OF DOMES
WHEN NEEDED.
6. ALL LANE SEPARATORS SHALL BE INSTALLED 45° TO THE
DIRECTION OF TRAVEL. (SEE DETAIL SHEET)
7. THE CONTRACTOR IS AUTHORIZED TO WORK MONDAY-FRIDAY
9:00 AM TO 4:00 PM. WEEKENDS ARE NOT AUTHORIZED.
8. THE CONTRACTOR SHALL NOT WORK ON CARY OBSERVED
HOLIDAYS.
9. CONTRACTOR SHALL NOT PARK EQUIPMENT OR VEHICLES IN
PUBLIC RIGHT OF WAY.
DocuSign Envelope ID: BDC30803-DC12-4960-A63F-5C4DF1549C58
9/13/20219/13/2021
HO
RT
ON
S C
RE
EK
RD
G
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LA
ND
R
ID
GE
C
T.
60.0' End Taper
50.0 Taper
HORTONS CREEK RD
SHEET NO.
CLittle
Scale Hor:
Proj. No.
Design By:
Drawn By:
Date:
Revisions
Signature
Scale Ver:
1" = 20'
1871
CARY
, NO
RTH
CAR
OLIN
A
TOW
NCA
RY
fO
NO
RTH
CA
RO
LIN
A
Co
nta
ct In
fo
rm
atio
n:
Da
vid
.S
pe
nce
r@
to
wn
ofca
ry.o
rg
91
9.4
62
.3
83
3
31
6 N
orth
A
ca
de
my S
tre
et
Ca
ry, N
.C
. 2
75
13
Te
l: 9
19
-4
69
-4
03
0 F
ax: 9
19
-4
60
-4
93
5
ww
w.to
wn
ofca
ry.o
rg
May 4th, 2020
4
Plan
PROPOSED DIAGONAL LINES
8" SOLID WHITE THERMOPLASTIC LINE (8", 120 MILS)
DSpencer
Ho
rto
ns C
re
ek
Bik
e L
an
e D
elin
ea
tio
n
CROSSWALK AREA:
NEITHER LANE SEPARATORS OR PAVEMENT
MARKINGS SHALL BE INSTALLED WITHIN
THE CROSSWALK
NOTES:
1. CONTRACTOR REQUIRED TO PRE-MARK BIKE LANES AND
COORDINATE WITH PROJECT MANAGER TO FIELD VERIFY
ALIGNMENT BEFORE FINAL MARKINGS ARE APPLIED.
2. CONTRACTOR TO SUBMIT TRAFFIC CONTROL PLAN FOR REVIEW
TO PROJECT MANAGER PRIOR TO COMMENCING WORK.
3. CALL 811 BEFORE DIGGING.
4. FIELD VERIFY EXISTING LANE WIDTHS, LANES SHALL BE TEN
FOOT IN WIDTH ONCE ADDITIONAL TREATMENT IS INSTALLED.
5. LANE SEPARATORS TO BE SPACED SO NOT TO HAVE DOMES
NEAR DRIVEWAY. USE 8" DIAGONAL LINES IN PLACE OF DOMES
WHEN NEEDED.
6. ALL LANE SEPARATORS SHALL BE INSTALLED 45° TO THE
DIRECTION OF TRAVEL. (SEE DETAIL SHEET)
7. THE CONTRACTOR IS AUTHORIZED TO WORK MONDAY-FRIDAY
9:00 AM TO 4:00 PM. WEEKENDS ARE NOT AUTHORIZED.
8. THE CONTRACTOR SHALL NOT WORK ON CARY OBSERVED
HOLIDAYS.
9. CONTRACTOR SHALL NOT PARK EQUIPMENT OR VEHICLES IN
PUBLIC RIGHT OF WAY.
PROPOSED OUTSIDE BIKE LANE EDGE LINE
4" SOLID WHITE THERMOPLASTIC LINE (4", 120 MILS)
PROPOSED CYCLE LANE SEPARATORS
ZICLA- ZEBRA 9 CYCLE LANE SEPARATORS
(SEE NOTES # 5) (SEE DETAILS SHEET 5)
DocuSign Envelope ID: BDC30803-DC12-4960-A63F-5C4DF1549C58
9/13/20219/13/2021
SHEET NO.
RMyers
CLittle
Scale Hor:
Proj. No.
Design By:
Drawn By:
Date:
Revisions
Signature
Scale Ver:
1" = 20'
1871
CARY
, NO
RTH
CAR
OLIN
A
TOW
NCA
RY
fO
NO
RTH
CA
RO
LIN
A
Co
nta
ct In
fo
rm
atio
n:
Da
vid
.S
pe
nce
r@
to
wn
ofca
ry.o
rg
91
9.4
62
.3
83
3
31
6 N
orth
A
ca
de
my S
tre
et
Ca
ry, N
.C
. 2
75
13
Te
l: 9
19
-4
69
-4
03
0 F
ax: 9
19
-4
60
-4
93
5
ww
w.to
wn
ofca
ry.o
rg
May 4th, 2020
5
Plan
Ho
rto
ns C
re
ek
Bik
e L
an
e D
elin
ea
tio
n
LEGEND:
DocuSign Envelope ID: BDC30803-DC12-4960-A63F-5C4DF1549C58
9/13/2021
