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CARPENTER MARGARET C
-
L
-
.02 .02 .02.02
CL
2:1
VAR. SEE X-SECT.
2:1
2:1
VAR. SEE X-SECT.
2:1
GRADE
POINT
10’ 16’ 11’
12’ W/ GR 12’ W/ GR
2’2’ 5.5’
16’
P
I
S
t
a
4
3
+
4
9
.
3
0
D
D
=
0
%
%
d
3
1
’
1
5
.
1
"
L
=
3
0
6
.
1
0
’
R
=
1
1
,
0
0
0
.
0
0
’
T
=
1
5
3
.
0
6
’
=
1
%
%
d
3
5
’
3
9
.
8
"
(
L
T
)
P
I
S
t
a
4
9
+
3
8
.
8
1
=
9
%
%
d
0
6
’
0
3
.
6
"
(
R
T
)
D
D
=
1
%
%
d
2
1
’
5
1
.
1
"
L
=
6
6
7
.
1
4
’
T = 334.27’R
=
4
,
2
0
0
.
0
0
’
P
I
S
t
a
3
4
+
4
7
.
0
3
=
2
4
%
%
d
5
3
’
1
3
.
2
"
(
L
T
)
D
D = 4%%d 05’ 33.2"
L = 608.10’
T
=
3
0
8
.
9
2
’
R = 1,400.00’
-L-
PI Sta 22+61.24
= 16%%d 23’ 55.1" (RT)D
D = 3%%d 00’ 56.0"
L = 543.80’
T = 273.77’
R = 1,900.00’
OR
AN
GE
CO
UN
TY
PR
OJE
CT
34860.1
.1 (
U-2
803)
ORANGE COUNTY
OR
AN
GE
CO
UN
TY
PR
OJE
CT
34860.1
.1 (
U-2
803)
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
0’ 100’ 200’
50’
100’
(ENGLISH)
C:\
NC
DO
T_
V8
_W
OR
KS
PA
CE
C:\
NC
DO
T_V
8_W
OR
KS
PA
NC
DO
T R
DU
PL
OT
CO
NT
RO
L D
AT
A:
PROJECT 34860.1.1 (U-2803)
PROPOSED SMITH LEVEL ROAD TYPICAL SECTION
CO
MB
IN
ED
PU
BL
IC
HE
AR
IN
G M
AP
COMBINED PUBLIC HEARING MAP
CO
MB
IN
ED
PU
BL
IC
HE
AR
IN
G M
AP
10’
LEGEND
2030
2010
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
CEMETERIES
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
PROPOSED TRAFFIC SIGNAL
PL
CITY LIMIT LINE
ALL EASEMENTS (CONSTRUCTION,
DRAINAGE AND UTILITY)
EXISTING UTILITY EASEMENT
SR
1919 (
SM
IT
H L
EV
EL
RO
AD
) F
RO
M S
OU
TH
OF
RO
CK
HA
VE
N R
OA
D T
O B
RID
GE
NO
. 8
8 O
VE
R M
OR
GA
N C
RE
EK
SR 1919 (SMITH LEVEL ROAD) FROM SOUTH OF
ROCK HAVEN ROAD TO BRIDGE NO. 88 OVER MORGAN CREEK
SR
1919 (
SM
IT
H L
EV
EL
RO
AD
) F
RO
M S
OU
TH
OF
RO
CK
HA
VE
N R
OA
D T
O B
RID
GE
NO
. 8
8 O
VE
R M
OR
GA
N C
RE
EK
3-LANE CURB & GUTTER
D
E
P
A
R
T
M
E
N
T
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
EXISTING TRAFFIC SIGNAL TO BE
REMOVED
EXISTING TRAFFIC SIGNAL
LEGEND
2030
2010
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
CEMETERIES
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
PROPOSED TRAFFIC SIGNAL
PL
CITY LIMIT LINE
ALL EASEMENTS (CONSTRUCTION,
DRAINAGE AND UTILITY)
EXISTING UTILITY EASEMENT
EXISTING TRAFFIC SIGNAL TO BE
REMOVED
EXISTING TRAFFIC SIGNAL
0’ 100’ 200’
50’
100’
(ENGLISH)
PRELIMINARY PLANS
SUBJECT TO CHANGE WITHOUT NOTICE
X X
.02 .02
-L-
.02 .02
-L-
G
R
A
D
E
POINT
1
.
5
’
1
.
5
’
8.75’ 8.75’
CL
PROPOSED SMITH LEVEL ROAD TYPICAL SECTION
2-LANE DIVIDED SHOULDER SECTION
10’
.02
2:1
6:1
1
4
’
.02
2:1
8
’
6’
4:1 4:1
6’11’8’1
1
’
8’
5’
BIKE
LANE
5’
BIKE
LANE
5’
BIKE
LANE
5’
BIKE
LANE
C
A
C AC A C A
C AC A
C A C A
C
A
C
A
C
A
C A
C
A
CA
C
A
C
A
C
A
C
A
C
A
C A
CA
CA
CA
C
A
C A C A
CA
C A
W.E. 473.7
EA
RTH
CO
NC
CO
NC
SOU
TH G
REENSBO
RO S
T 28’ B
ST
16’ B
ST
16’ B
ST
16’ BST
16’ B
ST
Culvert system
under roadw
ays
Culvert system
under roadw
ays
CON
CISL
CU
RB
CURB
CURB
CU
RB
CU
RB
SO
IL
8’ B
ST
16’ B
ST
DAFFODIL LN
23’ BST
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CURB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CONC
BS
T
SO
UTH
PEA
K D
R
24’ B
ST
CONC
SOIL
GR
RAN
D RD
18’ BST
19’ B
ST
CU
RB
CU
RB
CU
RB
CURB
CURB
CU
RB
CURB
BS
T
BS
T
BS
T
PA
PA
PA
CO
NC
BST
CURB
CU
RB
CU
RB
CONC
BS
T
CURB
BS
T
PA CU
RB
CURB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RBC
UR
B
SIL
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RO
BE
RT
S S
T 1
6’ G
R
SOUTH GREENSBORO ST
VARIABLE BST
NC
54 W
BL
VA
RIA
BL
E B
ST
NC
54 E
BL
VA
RIA
BL
E B
ST
NC
54 E
BL
28’ B
ST
NC
54 W
BL
28’ B
ST
CURB
CA
N
ME
RR
ITT
MIL
L R
D V
AR
IAB
LE
BS
T
36’ B
ST
CONC
CONC
CURB
VA
RIA
BL
E B
ST
CU
RB
CURB
CU
RB
CURB
CURB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CURB
CURB
CU
RB
CU
RB
CU
RB
CU
RB
CURB
VA
RIA
BL
E B
ST
BS
T
CURB
CURB
BS
T
BS
T
BS
T
BS
TBS
T
BS
T
BST
PA
PA
PA
PA
24’ B
ST
24’ B
ST
MT
L C
AN
GR
BS
T
PA
CO
NC
CO
NC
CU
RB
CO
NC
PA
GR
GR
PL
AY
GR
OU
ND
C
U
R
B
CURB
BS
T
CH
AU
CER C
OU
RT B
ST
CONC
CU
RB
CURB
CO
NC
BST
BST
BST
SO
IL
C
A
N
CO
NC
SO
ILS
OIL
CO
NC
CONC
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CURB
CU
RB
WIL
LO
W O
AK
LN
13’ B
ST
22’ B
ST
MANOR RIDGE RD 22’ BST
JUNIP
ER CT
20’ B
ST
SR
1967 B
PW
CL
UB
RD
28’ B
ST
SR 1919 SMITH LEVEL RD 24’ BST
SR 1919 SMITH LEVEL RD VARAIBLE BST
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
OR
CH
AR
D L
N
VA
RA
IBLE B
ST
CO
NC
GR
CURB
CURB
CURB CURB
CURB
CURB
CU
RB
CU
RB
CURB
CURB
CU
RB
CURB
CURB
BST
BST
PA
PA
BST
PA
PA
BST
BST
BS
T
BST
PA
PA
PA
CU
RB
PO
OL
CO
NC
CU
RB
CURB
CU
RB
CU
RB
CURB
CURB
CU
RB
CURB
CU
RB
CU
RB
CU
RB
BS
T
BST
PA
PA
PA
PAB
ST
GR
GR
GR
CU
RB
CU
RB
CU
RB
CURBCURB
CU
RB
CU
RB
CU
RB
CO
NC
BST
CU
RB
SR
1994 C
UL
BR
ET
H R
D V
AR
IA
BL
E B
ST
CO
NC
CU
RB
ROSSBURN WAY 2
0’ BST
CO
NC
SOIL
CU
RB
BST
BST
CO
NC
CU
RB
BST
PA
CO
NC
CU
RB
CU
RB
SOIL
CU
RB
POO
L
CURB
CURB
CU
RBC
UR
B
CURB
CU
RB
PA
LO
MA
R P
T B
ST
POOL
SR 1919 SMITH LEVEL RD 27’ BST
CU
RB
BS
T
PA
CU
RB
10’ B
ST
10’ B
ST
BS
T
CU
RB
CU
RB
CU
RB
CU
RB
PA
BST
BST
CURB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
CU
RB
PO
OL
TE
NN
IS
CO
UR
T
BS
TPA
CO
NC
PA
BK
BK
CU
RB
CU
RB
CURB
CU
RB
CU
RB
CU
RB
RO
CK
HA
VE
N R
D V
AR
IAB
LE
BST
CU
RB
CU
RB
CURB
CURB
CU
RB
CURB
CU
RB
CU
RB
CURB
BS
T
PA
PA
PA
PA
PA B
ST
BSTBS
T
RENEE LYNNE C
T
BS
T
BST
CURB
CURB
PAPA
PA
PA
PA
PA
CURB
CU
RB
CURB
CURB
BS
T
BS
T
22’ BST
CU
RB
SR 1919 SMITH LEVEL RD 24’ BST
SO
IL
CO
NC
CO
NC
SR
1988 W
OO
DC
RE
ST
DR
20’ B
ST
GR
BA
SE
BA
LL
FIE
LD
RU
INS
10’ C
ON
C
CA
RR
BO
RO
HIG
H S
CH
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GR
GR
CO
NC
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POO
L
GR
SR
2028
POND
CO
NC
AN
TL
ER
PO
IN
T R
D 2
0’ B
ST
BST
BST
BST
SO
IL
GR
PA
BST
SR
1919
SM
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LE
VE
L R
D
24’ B
ST
CO
NC
CU
RB
CU
RB
21’ B
ST
CU
RB
PA
BS
T
BST
CURB CURB
CURB
CO
NC
CU
RB
CURB
CU
RB
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2-84" CMP’s
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SR 1919 (SMITH LEVEL RD.) &
ROCK HAVEN RD.
SR 1919 (SMITH LEVEL RD.) &
APT. DRIVEWAY
SR 1919 (SMITH LEVEL RD.) &
SR 1994 (CULBRETH RD.)
-L- SR 1919 (SMITH LEVEL RD.)
SR 1919 (SMITH LEVEL RD.) &
SR 1967 (BPW CLUB RD.)
SR 1919 (SMITH LEVEL RD.) &
WILLOW OAK LN.
DESIGN DATA
Functional Class.
Design Speed
Max. Superelev.
= Minor Arterial
= 50 mph
= 0.04
THE VILLIAGES
ENTRANCE
DESIGN DATA
Functional Class.
Design Speed
Max. Superelev.
= Minor Arterial
= 50 mph
= 0.04
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
v
END TIP PROJECT U-2803
BEGIN TIP PROJECT U-2803
-Y2-
(RO
CK
HA
VE
N R
D.)
-Y3-
AP
T D
RIV
EW
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-L- SR 1919 (SMITH LEVEL RD.)
ME
RR
ITT
MIL
L R
D.
CARRBORO CITY LIMIT
CHAPEL HILL CITY LIMIT
CA
RR
BO
RO
CIT
Y L
IMIT
CH
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L H
ILL
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IMIT
CHAPEL HIL
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Y LIM
IT
CARRBORO CIT
Y LIM
IT
TO
JO
NE
S F
ER
RY
RO
AD
TO
US
15/5
01
43’
-Y4-
SR
1994 (
CU
LB
RE
TH
RD
.)
100’
AN
TLER P
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T R
D.
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D.
24
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0’
60
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IMIT
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B
O
R
O
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1988 (
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T.)
CARRBORO CIT
Y LIM
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SR
1967 (
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(WIL
LO
W O
AK
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RO
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CH
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ILL C
ITY
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H
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L
H
I
L
L
C
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T
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L
I
M
I
T
CARRBORO CITY LIMIT
TO CH
ATHAM
CO
UNTY
TO CARRBOR O
SOUTH GREENSBORO ST.
10
0’
43’ BUS ONLY
17.5
’16’
16’
-L- SR 1919 (SMITH LEVEL RD.)
CARRBORO CITY LIMIT
MO
RG
AN
CR
EE
K
16
1
718
19
20
2
1
22
2
3
2
4
2
5
26
27
2
3
4
5
6
7
8
9
10
11
1
2
13
14
15
1
28
29
3
0
31
32
33
3
4
3
5
3
6
3
7
3
8
39
4
0
4
1
4
2
4
3
4
4
45
4
6
2
5
4
6
7
8
9
11
13
1
4
15
16
1
7
19
21
23
2
4
25
26
28
2
9
31
32
34
35
38
40
41
45
46
30
3
3
3637
3
9
22
20
18
42
12
10
44
43
1
3
27
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