R2577A_Rdy_Full_Revisions from Hearing Map

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See Sheet I -B For Conventional Symbols
67 P 72
cNs�
J �L
Z
`Jr' y Old Walke
�A (SR 2456)
-�a
Smith
Reynolds
Airport
52
O
F GF
ROS
IEND PROJECTI
(SR
you 66
s
KERNERSVILLE
U Salem Lake BEGIN PROJECT
58 WINSTON-SALEM e�3151 Ra' 40 2�
50 F0 lSR o
67 t��dd\e P�� 66
VICINITY MAP (NTS)
FORSYTH
COUNTY
LOCATION: US
158
(REIDSVILLE
RD.) FROM NORTH OF
US
421
/I-40 BUS. TO
SR 1965 (BELEWS CREEK RD.)
TYPE OF WORK: GRADING, PAVING, WIDENING, DRAINAGE,
CULVERTS, SIGNING, STRUCTURES, RETAINING
SIGNALS, & UTILITIES
WALL,
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
R-2577A
I
STATE PROD. NO.
F. A. PROD. NO.
DESCRIPTION
37405.1.2
WA
PE
r__
BEGI TIP PROJECT R-25 END CONSTRUCTION BEGIN CONSTRUCTION77A- -L- STA. 150 + 33.34 -L- STA. 172 + 03.34 END TIP PROJECT R-2577A
TIE TO ADJACENT PROJECT TIE TO ADJACENT PROJECT
-L- POT STA,, 0+00,900 U-2579B U-2579B —L—
L POT STA. 305+01.64
LOWERY
MILL CREEK
- l lY-
FRANKLIN FARM RD.
��---�--_�'
-Y5-
OLD BELEWS
-Y9-
TRANQUIL AVE.
-Y12- ' " '
OLD BELEWS '
-Y15-
KNOLL RIDGE DR.
FUTURE U-5824
-Y1A-
CREEK RD
CREEK RD.
..
LD GREENSBORO RD.
-Yl C- -Y2-
HARVEST DR. CHURCHILL RD.
-YlE-
Y% ��
sj
SERENE ST.
`
, _ _ _ it
SWAIN LN.
-Y17-
D � �D
-Y20- -Y24-
NC 66 BELEWS CREEK RD
OLD HOLLOW RD.
-L-
U
0 1-4
B
0 -Y1B- -Y3-
OLD GREENSBORO RD. GROVER ST.
-YID-
HILDA ST.
�Vq
w��ST0�RT o�H
I __L V_
RICKARD DR.
GAITHER RD.
-1 LU_
STANLEY
-Y8- PARK RD.
STANELY AVE.
-Y7-
�DALE AVE.
13E6iAr BRIDGE
-L- Sta.139 + 74.64
09
R -Y16-
-Y13- / '
���� ♦ 4 OLD BELEW
►LD BELEWS lilt CREEK RD.
CREEK RD. �i
U-2579B
(WINSTON-SALEM NORTHERN BELTWAY)
i� UNDER CONSTRUCTION
I ,wl
END BRIDGE -
-L- Sta.140 + 74.64
NOTES:
1. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF WINSTON-SALEM AND WALKERTOWN.
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
3. THIS PROJECT HAS PARTIAL CONTROL OF ACCESS WITH FULL CONTROL OF ACCESS AT POINTS AS SHOWN ON PLANS. * PROPOSED TRAFFIC SIGNAL
22
-Y18-
WALKERTOWN
COMMONS CIR.
-Y19-
WALKERTOWN
COMMONS DR.
-L- US
-Y22-
WALKERTOWN
LANDING DR.
-1 Gl-
PEARL VIE'
25% ROADWAY PLANS
DATE: 10-29-2018
w
0
VANCE RD.
TO STOKESDALE
INCOMPLETE PLANS
DO NOT USE FOR R//W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
50 25 0 50 100
DESIGN DATA
DT 2017 = 23,600
ADT 2040 = 351000
V = 50 MPH
DK = Soo
— 6O �0
T =14%
* TTST = 8% DUAL = 6%
FUNC CLASS = ARTERIAL
STATEWIDE TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT R-2577A ............ 5.758 miles
LENGTH STRUCTURE TIP PROJECT R-2577A ........... 0.019 miles
TOTAL LENGTH OF PROJECT R-2577A................... 5.777 miles
PLANS PREPARED BY:
RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE, SUITE 350
RALEIGH, NORTH CAROLINA 27609
NC LICENSE NO. F-0112
1-888-521-4455 OR 919-878-9560
FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
HYDRAULICS ENGINEER
P.E.o
SIGNATURE:
7
a
° o
2018 STANDARD SPECIFICATIONS
Anthony A. Houser, PE
PLANS
50 25 0 50 100
RIGHT OF WAY DATE:
August 19, 2019
PROJECT ENGINEER
Cathy S. Houser, PE
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
LETTING DATE:
August 17, 2021
PROFILE (HORIZONTAL)
10 5 0 10 20
PROJECT DESIGN ENGINEER
NCDOT CONTACT. Al Blanton, PE, PLS
DIVISION 9
PROFILE (VERTICAL)

Lu
BOUNDARIES AND PROPERTY.-
State Line
County Line
Township Line
----- -----
City Line
Reservation Line
Property Line
Existing Iron Pin
EIP
Computed Property Corner
Property Monument
El
ECM
Parcel/Sequence Number
@
Existing Fence Line
-X X /-
Proposed Woven Wire Fence
Proposed Chain Link Fence
El
Proposed Barbed Wire Fence
0
Existing Wetland Boundary
- - - -WEB- - - -
Proposed Wetland Boundary
WLB
Existing Endangered Animal Boundary
EAB
Existing Endangered Plant Boundary
EPB
Existing Historic Property Boundary
HPB
Known Contamination Area: Soil
-
Potential Contamination Area: Soil
- s �t -
Known Contamination Area: Water
-XW X-
Potential Contamination Area: Water
- W -
Contaminated Site: Known or Potential
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
O
Sign
S
Well
W W
Small Mine
Foundation
0
Area Outline
Cemetery
fi
Building
School
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
IF—
Jurisdictional Stream
—is
Buffer Zone 1
Bz I
Buffer Zone 2
Bz 2
Flow Arrow
< -- ---
Disappearing Stream
Spring
Wetland
�
Proposed Lateral, Tail, Head Ditch
< FLOW
False Sump
<�>
RAILROADS:
Standard Gauge -
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled —
STATE or NORTH C_,RoLdNA,Dlj-IsloN OF HdcxWAY:,
CONVENTIONAL PLAN SHEET SYMBOLS
Note: Not to Scale 'S. UE = Subsurface Utility Engineering
CSX TRANSPORTATION
O
MILEPOST 35
0
SWITCH
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point 0
Primary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap 0
New Permanent Easement Pin and Cap 0
Vertical Benchmark m
Existing Right of Way Marker
Existing Right of Way Line New Right of Way Line R
New Right of Way Line with Pin and Cap R
New Right of Way Line with
Concrete or Granite R1W Marker
New Control of Access Line with
Concrete C/A Marker
Existing Control of Access
New Control of Access
Existing Easement Line
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
ROADS AND RELATED FEATURES:
Existing Edge of Pavement —
Existing Curb —
/c\
A,'
n
-E-
-E-
TDE
PDE
DUE
PUE
TUE
AUE
Proposed Slope Stakes Cut
- - - C - -
Proposed Slope Stakes Fill
- - - F - -
Proposed Curb Ramp
(CD
Existing Metal Guardrail
T T
Proposed Guardrail
T T T
Existing Cable Guiderail
n n n
Proposed Cable Guiderail
n n n
Equality Symbol
Pavement Removal
VEGETATION.'
Single Tree
{
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES.-
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand
Hole
H-Frame Pole
U/G Power Line LOS B
(S.U.E.*)
U/G Power Line LOS C
(S.U.E.*)
U/G Power Line LOS D
(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand
Hole
U/G Telephone Cable LOS B
(S.U.E.*) -
U/G Telephone Cable LOS C
(S.U.E.*) -
U/G Telephone Cable LOS D
(S.U.E.*) -
U/G Telephone Conduit LOS
B (S.U.E.*)
U/G Telephone Conduit LOS
C (S.U.E.*)
U/G Telephone Conduit LOS
D (S.U.E.*)
U/G Fiber Optics Cable LOS
B (S.U.E.*)
U/G Fiber Optics Cable LOS
C (S.U.E.*)
U/G Fiber Optics Cable LOS
D (S.U.E.*)
—
WATER:
Water Manhole
Water Meter
CD
Water Valve
0
0 0 0 0
Water Hydrant
10
Vineyard
U/G Water Line LOS B (S.U.E*)
- - - -W- - - -
U/G Water Line LOS C (S.U.E*)
- -W- -
U/G Water Line LOS D (S.U.E*)
W
CONC
l
Above Ground Water Line
A/G Water
J
CGNC WW
C
TV:
GONG HW
TV Pedestal
---------------
---------------
TV Tower
>-________-<
U/G TV Cable Hand HoleEl
"H
U/G TV Cable LOS B (S.U.E.*)
- - - -TV- - - -
CB
U/G TV Cable LOS C (S.U.E.*)
- -TV- -
U/G TV Cable LOS D (S.U.E.*)
TV
O
U/G Fiber Optic Cable LOS B (S.U.E.*)
- - - -TV FO- - -
s
U/G Fiber Optic Cable LOS C (S.U.E.*)
- -TV FO-
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO-
GAS:
Gas Valve
0
b
Gas Meter
U/G Gas Line LOS B (S.U.E.*)
- - - -O- - - -
U/G Gas Line LOS C (S.U.E.*)
- -O- -
U/G Gas Line LOS D (S.U.E.*)
O
®
Above Ground Gas Line
A/G Gas
2
- T - - - -
- T - -
T
-TC- - - -
-TC- -
TC
-T FO- - -
-T FO- -
T FO
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records
End of Information
A/G Sanitary Sewer
- - - -FSS- - - -
- - FSS - -
FSS

PAVEMENT SCHEDULE
PRELIMINARY PAVEMENT DESIGN
C'1
PROP. APPROX. 2%2" ASPHALT CONCRETE SURFACE COURSE,
E1
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE
TYPE S9.5B, AT AN AVERAGE RATE OF 275 LBS. PER SO. YD.
B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE
C 2
TYPE S9.5B, AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
E 2
PROP. APPROX. 5%2". DEPTH ASPHALT CONCRETE BASE COURSE,
IN EACH OF TWO LAYERS.
TYPE B25.00, AT AN AVERAGE RATE OF 627 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE
C3
S9.5B,
S9.5B, AT AN AVERAGE RATE OF 110 LBS. PER SO. YD. PER 1"
PROP. APPROX. 6". DEPTH ASPHALT CONCRETE BASE COURSE,
TO BE PLACED IN LAYERS NOT LESS THAN 1%2" IN
E 3
TYPE B25.00, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD.
DEPTH OR GREATER THAN 2" IN DEPTH.
IN EACH OF TWO LAYERS.
C 4
PROP. APPROX. 11/2" ASPHALT CONCRETE SURFACE COURSE,
PROP. APPROX. 6%2". DEPTH ASPHALT CONCRETE BASE COURSE,
TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
E 4
TYPE B25.00, AT AN AVERAGE RATE OF 370.5 LBS. PER SQ. YD.
IN EACH OF TWO LAYERS.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE
C 5
TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD.
E 5
B25.OB, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER
IN EACH OF TWO LAYERS.
1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 3" IN
DEPTH OR GREATER THAN 5%2" IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE
C G
S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SO. YD. PER 1"
R1
2'-6" CURB & GUTTER
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 1%2" IN
DEPTH OR GREATER THAN 2" IN DEPTH.
D1
PROP. APPROX. 21/2" ASPHALT CONCRETE INTERMEDIATE COURSE,
R 2
1'-6" CURB & GUTTER
TYPE I19.00, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
D 2
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
T
EARTH MATERIAL
TYPE I19.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
D 3
TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD.
U
EXISTING PAVEMENT
PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%2"
IN DEPTH OR GREATER THAN 4" IN DEPTH.
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
SEE PLANS FOR LOCATION OF CONCRETE ISLANDS.
W
WEDGING
5' 12' 21 12'
To BacF To Face
of Wall of GR
RETAINING WALL
Rl C5
0.02�
0.02
T
6„ D2
E4
ORIGINAL_
GROUND GRADE TO THIS LINE
INSET A
-L- LT. STA. 23 + 43.46 TO STA. 32 + 00.00
Detail Showing Method of Wedging
-YIA-,-Y1B-
Detail Showing Method of Wedging
-Y2-, -Y3-, -Y4-, -Y1 C-, -YID-, -Y1 E-, -Y5A-, -Y6-, -Y7-
-Y8-, -Y9-, -Y10-, -Yll, -Y13-, -Y14-,-Y17A-, -Y15-, -Y25-
C1 C3 C3 C1
E5 E5
3" MIN. U 3" MIN.
Detail Showing Method of Wedging
-Y5-, -Y12-, -Y17-, -Y23-, -Y24-
C2 C3 C3 C2
E5 E5
3„ MIN. U 3" MIN. ---
Detail Showing Method of Wedging

ORIGINAL
GROUND
�qR
o z�
ORIGINAL 4 10 21
GROUND VPR•
ORIGINAL
GROUND
4•� T
O
?'I
ORIGINAL 10 2 �
GROUND VPR• 1
10' BERM
14' W/G R
0.02,
6"
2�_ 1 _ 12'
12'
Ct -L- NC 158
15' i 15'
12'
12'
GRADE
C5 C4 C5 R2 POINT R2 C5 C4
z0.02 C
Rl I 0.02\ �
0.02 0.02 0.02
v v \
0.02 \
V 4 D:a.. - - - - - - - - - - - - - - - - - - - - - - -
_ ----- - 4 .. .. .. -
------------------- - --- 6„ T T 6„
D2 w U D2 D2 W
E4 E4 U D.
E4 13.5 13.5" 13.5" 13.5
GRADE TO THIS LINE GRADE TO THIS LINE
10' BERM 21 12' 12'
14' W/G R
0.02,
6"
TYPICAL SECTION NO. 1
Ct -L- NC 158
15' ! 15'
12'
GRADE
R2 POINT R2
C5 C5
C5 C4 �0.02 0.02\ C4 i
0.02 -0.02 0.02
v v \
------- I ---------
- a a -
------------------- -
---
D2 --- --- D2 D2 W U
E4 E4
E4 13 5" 13.5" 13.5" 13.5
GRADE TO THIS LINE GRADE TO THIS LINE
10' BERM 2 12' 12'
14' W/G R
ORIGINAL
GROUND
4.
•� O T ?.� VRl C5
2 0.02, '0.02 0.02
ORIGINAL TO
GROUND PR �•1
6"
E4
13.5" J
GRADE TO THIS LINE
TYPICAL SECTION NO. 2
CL -L- NC 158
15' * 15' * 12'
11.5'
GRADE
R2 POINT R2
C5 C4 �
110.02 i 0.02\
0.02 \
------I------
-- - --
D2 W
E4 U 13.5"
13.5"
GRADE TO THIS LINE
ICI
10' BM
14' W/G
�0.02
�T
' 21 10' BERM
14' W/G R
T
Rl
0.02 \ �0.02
.,,
E4
12' 21 10'E
14' N
C5 Rl
0.021, �0.02
E4
6"
6"
ORIGINAL
GROUND
O ti1
VAR 4:7 TO ORIGINAL
2:I GROUND
ORIGINAL
GROUND
VAR 4:l r ORIGINAL
O 2: GROUND
ORIGINAL
GROUND
�•1
.I P�'
VAR 4: T ORIGINAL
O 2:I GROUND
USE TYPICAL SECTION NO. 1
-L- STA. 0 + 00.00 TO STA. 9 + 30.00
USE TYPICAL SECTION NO. 2
-L- STA. 9 + 3 0. 00 TO STA. 23 + 00.00
USE TYPICAL SECTION NO. 3
* -L- STA. 23 + 00.00 TO STA. 26 + 00.00
-L- STA. 26 + 00.00 TO STA. 34 + 50.00
-L- STA. 37 + 00.00 TO STA. 62 + 00.00
TYPICAL SECTION NO. 3

q -L- NC 158
10' BERM 21 12' 12' 11.5' 11.5' 12' 12' 21 10, BERM
14' W/G R 15' * 15' * 14' W/G R
17.5'* * 17.5' * *
ORIGINAL
GROUND '
GRADE
R 4'I R2 POINT 4"-
T
Tp ?'I Rl C5 0.02 0.02�C4 C5 Rl
ORIGINAL � �p 2:1 0.02, 0.02 0.02 P -- - _02 � 0.02 � 0.02
---- -- -- .
GROUND vPR a a
-
'--------------------- -
6" T T -----------
6„ D2 W D2 6„ T
13.5" 3.5" 13.5E3 or E4
GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION NO. 4
10' BERM 21 12' 12' 11.5' 11.5' 12' 12' 21 10' BERM
14' W/G R 15' �C �C 15' 14' W/G R
ORIGINAL
GROUND '
V,qR GRADE GRADE
Tp R2 POINT POINT R2
C5 0.02 C5
?'I Rl �0.02 R1
ORIGINAL �p 1 0 0 0.02 0.02 p a 0.02 0.02 0.02
1 a -----------$- ---
GROUND \1 �' a o D 4 D
4 d r
I
T D2
6„ D2 �6"
E4 13.5" TYPICAL SECTION NO. 5 13.5" E4
GRADE TO THIS LINE GRADE TO THIS LINE
-L- US 158
32' 15' 15' 32'
36' 36'
8' 12' 12' 4' 4' 1 12' 12' 8'
GRADE
POINT
0.02 0.02
I
I
TYPICAL SECTION NO. 6
Ct -YIA- (OLD GREENSBORO ROAD)
10' BERM 2' 12' VAR. 12' - 24' 2' 10' BERM
14' W/GR 14' W/GR ORIGINAL
GROUND
T. VAR. SLOPE
Rl C2 ONE C2 Rl 61 ORIGINAL
0.02, 0.02 0.021, 0.02 GROUND
ORIGINAL
GROUND 6:1
�A T ---
VAR. SLOPE 6" El D2 W D2 6" T
11" U 11" El
�- - GRADE TO THIS LINE
ORIGINAL
GROUND
TYPICAL SECTION NO. 7
ORIGINAL
GROUND
O ti1 v
�•1
VAR 4:) T ORIGINAL
O 2: GROUND
USE TYPICAL SECTION NO. 4
-L-
STA. 62 + 00.00
TO
STA. 82 + 00.00
-L-
STA. 85 + 00.00
TO
STA. 89 + 00.00
�C
-L-
STA. 101 + 50.00
TO
STA. 106 + 50.00
�C
-L-
STA. 112 + 50.00
TO
STA. 136 + 00.00
�C
-L-
STA. 148 + 50.00
TO
STA. 150 + 53.34 (TIE TO U-257913)
�C
-L-
STA. 172 + 03.34
(TIE
TO U-2579B) TO STA. 180 + 50.00
�C
-L-
STA. 181 + 50.00
TO
STA. 226 + 00.00
ORIGINAL
-L-
STA. 229+50.00
TO
STA. 279+00.00
GROUND
* *
-L-
STA. 2 79 + 00.00
TO
STA. 305 + 01.64
Note:
USE (4 FROM -L-
STA. 255 + 00.00 TO STA. 305 + 01.64
VAR
4:7 TO ORIGINAL
2:7 GROUND
USE TYPICAL SECTION NO. 5
-L-
STA. 34 + 50.00
TO
STA. 3 7 + 00.00
-L-
STA. 82 + 00.00
TO
STA. 85 + 00.00
-L-
STA. 89 + 00.00
TO
STA. 97 + 00.00
*
-L-
STA. 97 + 00.00
TO
STA. 101 + 50.00
*
-L-
STA. 106 + 50.00
TO
STA. 112 + 50.00
*
-L-
STA. 136 + 00.00
TO
STA. 139 + 74.64 (BEGIN BRIDGE)
*
-L-
STA. 140 + 74.64
(END
BRIDGE) TO STA. 148 + 50.00
*
-L-
STA. 180 + 50.00
TO
STA. 181 + 50.00
*
-L-
STA. 226 + 00.00
TO
STA. 229 + 50.00
USE TYPICAL SECTION NO. 6
-L- STA. 139+74.64 (BEGIN BRIDGE) TO STA. 140+74.64 (END BRIDGE)
USE TYPICAL SECTION
-YIA- STA. 10 + 00.00 TO STA. 12 + 37.11

10' BERM
14' W/G R
ORIGINAL
GROUND 6:1
VAR. SLOPE
ORIGINAL
GROUND
10, 1 6'
ORIGINAL
GROUND VAR. ?'I
VAR. 6:
to
H
u
w
O
1
12'
6 :1
T
10, 6' 12' 8'
11' W/GR
O � 4'
CL
u FDPS
w
ORIGINAL �
"
GROUND VAR. ?'I = �0.08 0.02
VAR. 6:1 4:1
T
CL -YIA- (OLD GREENSBORO ROAD)
2' 12' 12' 12' 2'
Rl C2 GRADE C2
POINT Rl
10' BERM
14' W/G R
0.02 0.02 11, �0.02
—�L
y 4 .�D.d '� I z
6„ D2
11" El 11„
GRADE TO THIS LINE
!� L 11"
TYPICAL SECTION NO. 8
Ct -Y1B- (OLD GREENSBORO ROAD)
6"
8/ VAR. 24' TO 12' 12' 8'
11' W/G R 11' W/G R
4, 4,
FDPS FDPS
C2 GRADE C2
POINT
0.0 110.02 0.02 0.02 0.0211, 0.08
----------------
---------------
Dl � l0
El U W T 6��S
9.5"
GRADE TO THIS LINE F xSCSi
ORIGINAL
TYPICAL SECTION NO. 9 GROUND
12'
12'
Ct -Yl B- (OLD GREENSBORO ROAD)
12' 8'
11' W/GR
4,
FDPS
C2 GRADE C2
POINT
0.02 0.02 0.02\ 0.08
El 95"
- GRADE TO THIS LINE
6:1
ORIGINAL
GROUND
VAR. SLOPE
ORIGINAL
GROUND
USE TYPICAL SECTION NO. 8
-YIA- STA. 12 + 37.11 TO STA. 16 + 61.40
USE TYPICAL SECTION NO. 9
-Yl B- STA. 13 + 00.00 TO STA. 18 + 00.00
O
Dl T 6 , �SFF
USE TYPICAL SECTION NO. 10
s�
ORIGINAL -Yl B- STA. 10 + 40.00 TO STA. 13 + 00.00
GROUND
TYPICAL SECTION NO. 10

10'
ORIGINAL
GROUND ,, VAR. .7
VAR. 6:
ORIGINAL
GROUND
10'
nVAR. ..7
VAR. 4,
CL -Y2-1 -Y3-1 -Y7-1 -Y8-1 -Y9-1 -Y10-
-Yl 1 -, -Y15-, -Y2 5-
6 VAR. VAR. 6' 8'
' W/G R 10' - 15' i 10' - 15'
i
i
i
i
i
i
i
i
i
GRADE i 10.02"
USE TYPICAL SECTION NO. 11
POINT i -Y2- STA. 12 + 00.00 TO STA. 14 +11.53
'0.0�0.02 0_ -Y3- STA. 10 + 35.51 TO STA. 12 + 97.48
4.1 ORIGINAL
S� _ '�' -Y7- STA. 10 + 35.55 TO STA. 12 + 00.03
SSG ----- ---- - _ -Y8- STA.10+35.50 TO STA. 12+50.00
SSE GROUND -Y9- STA. 10 + 35.75 TO STA. 15 + 64.40
N ` -Y10- STA. 10 + 39.51 TO STA. 12 + 77.76
�O b T El 6•5" U W 6 5" El T -Y15- STA. 11 + ��.86 TO STA. 15 + 91.91
6 92
ORIGINAL JP,� GRADE TO THIS LINE -Y2 5- STA. 10+35.50 TO STA. 13+00.00
GROUND
TYPICAL SECTION NO. 11
6' 12'
z N
O~
v
W
Z O0
4.1 6 :1
C•�
4:1
_z
O
a
w
_z
A
4�1
12'
2'
FDPS
Q 08 0.02
E2
E:1
2'
FDPS
Q 08 0.02
C2
12'
-Y5- (OLD BELEWS CREEK ROAD)
12' 8/
i 11' W/GR
i
i
i
i
i 21
i
DPS
GRADE C2
POINT \
0.02 0.02 0.02\ 0.04
--;-----------
i
-------- ---------------
i
8.5" U l
GRADE TO THIS LINE
TYPICAL SECTION NO. 12
12'
TO
TD 6 7 �SFF
xSCS% ORIGINAL
GROUND
Ct -Y5- (OLD BELEWS CREEK ROAD)
i 12' 12' 8'
i 11' W/G R
i
i
i
i
i 2,
i
C2 GRADE
POINT0.02
DPS
C2
0.02 0.02\ 0.0$
USE TYPICAL SECTION NO. 12
-Y5- STA. 10 + 15.82 TO STA. 14 + 50.00
USE TYPICAL SECTION NO. 13
-Y5- STA. 14 + 50.00 TO STA. 23 + 68.65
i O
T '
E2 8.5" E2 T 6 7 �SFF
SC
GRADE TO THIS LINE ORIGINAL
GROUND
TYPICAL SECTION NO. 13

Ct -Y4-1 -Yl D-, -Yl E-, -Y5A-
' - 10' 10' 6' 8'
'0.08
SG cal
O b.
T.
ORIGINAL JP
GROUND
SG s�
1 `C
O b• T
P•1
ORIGINAL
GROUND
2'
7
GRADE 10.02.
POINT
0.02
6.5u
GRADE TO THIS LINE
,0.08
SG S�
�-08
�4:7
TYPICAL SECTION NO. 14
Ct -Y4-1 -Yl D-, -Yl E-, Y5A-
_ 10 ,i` 10 6 , ` 8
i
i
i
i
i
GRADE i Cl
POINT
_,0.02 0.02 ,� 0_
El 6.5" U W T
-GRADE TO THIS LINE
TYPICAL SECTION NO. 15
Ct -Y6-1 -Yl 3-1 -Y14-
10' 10' 2'
GRADE
POINT
0.02
0 b' T El 6.5'-J
`L •
ORIGINAL p� GRADE TO THIS LINE
GROUND
Cl
0.02
TYPICAL SECTION NO. 16
0_ 4:1
T
a
4:1
-Y6- (RICKARD DRIVE)
2' 10' 10' 2' 8'
7
GRADE Cl
POINT
0.08 110.02 0.02� 0_ 4:1
SGS\------- ----7r-
c1
,�0 b' T El 6.5" W 6.5l T
ORIGINAL GRADE TO THIS LIN
GROUND TYPICAL SECTION NO. 17
q•�
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
USE TYPICAL SECTION NO. 14
-Y4-
STA. 10 + 35.50
TO
STA. 12 + 08.78
-Yl D-
STA. 12 + 93.24
TO
STA. 13 + 96.53
-Yl E-
STA. 14 + 8 7.83
TO
STA. 16 + 2 7.2 9
-Y5A-
STA. 12 + 00.00
TO
STA. 16 + 32.00
USE TYPICAL SECTION NO. 15
-Y4- STA. 12 + 08.78 TO STA. 14 + 00.00
-Yl D- STA. 12 + 00.00 TO STA. 12 + 65.00
-Yl E- STA. 13 + 96.91 TO STA. 14 + 8 7.8 3
-Y5A- STA. 12 + 10.98 TO STA. 13 + 48.81
USE TYPICAL SECTION NO. 16
-Y6- STA. 12 + 52.00 TO STA. 13 + 99.77
-Yl 3- STA. 10 + 39.18 TO STA. 13 + 00.00
-Yl 4- STA. 10 + 16.01 TO STA. 14 + 2 3.6 8
USE TYPICAL SECTION NO. 17
-Y6- STA. 12 + 08.00 TO STA. 12 + 52.00

ORIGINAL
GROUND-
CL
-Y12-
(OLD
BELEWS
CREEK
ROAD)
' VAR. 12' TO 15' _ ; _
VAR. 12'
TO 15' _
_ 8'
_ _ 8'
_
om.
SG Sl
`c'
O b.
ORIGINAL JP�
GROUND
V
ORIGINAL
GROUND —\
?'I
0' BERM
4' W/G R
2'
0.02
a
a oa
T
0
E2
0
1
1
GRADE C2
POINT
0.02 0.02
W
-8.5" U 8.5"
- GRADE TO THIS LINE
TYPICAL SECTION NO. 18
0_
ORIGINAL
GROUND
-Y16- (OLD BELEWS CREEK ROAD)
AR. 11' — 15' VAR. 11' — 1 8' 8'
2,
FDP
GRADE C2
POINT 1
�,0.02 0.021*1 0.08
4.7
U W
�8.5" 8.5" E2 T
GRADE TO THIS LINE
TYPICAL SECTION NO. 19
4'
FDP
, 0.08
p, :1
T E2
-Y17- (DARROW ROAD)
12' VAR. ll' — 15' 2� 10' BERM
14' W/G R
C2 GRADE
POINT
z0.02 0.02,
W U
12.5" 12.5"—
GRADE TO THIS LINE
TYPICAL SECTION NO. 20
?'I
ORIGINAL
GROUND
ORIGINAL
GROUND
USE TYPICAL SECTION NO. 18
—Y12— STA. 22 + 00.00 TO STA. 24 + 35.19
USE TYPICAL SECTION NO. 19
—Yl 6— STA. 18 + 00.00 TO STA. 20 + 88.20
USE TYPICAL SECTION NO. 20
—Y17— STA. 18 + 00.00 TO STA. 20 + 88.20

10, 6'
Z_
O
W
0
ORIGINAL
GROUND VAR. ?'I
VAR. 6:1 4:1
10, 6'
_Z
O
w
CD
ORIGINAL z
GROUND VAR.
VAR. 4:1
6:7
10, _ I _ 6'
z
O
a-
w
0
Z
ORIGINAL =
GROUND VAR. ?'I
VAR. 4:1
H
V
O
LL
6 :1
D
v
w
O
6 :1
12'
2' i
FDPS
Q 08 0.02
T
12' 81
11' W/G R
2'
v FDP5
ce
O
9.08 0.02
6 :1
T E2
Ct -Y23- (VAN C E ROAD)
12' 12' 81
11' W/G R
2,
GRADE
POINT
0.02
E2
8.5"
GRADE TO THIS LINE
F
DPS
C2
0.0211 0.02\ 0.q
rp
6.1
E2 T /S�cF xSC,
sj ORIGINAL
GROUND
TYPICAL SECTION NO. 21
CL —Y23— (VANCE ROAD)
12' 12' 81
11' W/GR
2,
DPS
C2 GRADE
POINT � C2
0.02 0.02 0.02\ 0. q
A-----------�----------- -- O
E2 T � �S�cF'rS
8.5" 8.5" clsl
GRADE TO THIS LINE
TYPICAL SECTION NO. 22
CL —Y24— (BELEWS CREEK ROAD)
12' — — 8' — — 12' — — 12' 12' — 12' — — 8'
10, 6'
_Z
O
a-
w
0
ORIGINAL
GROUND VAR. ?'I
VAR. 6: 7 4:1
0.08
T
b:1
12'
0
0.02
2'
DPS
GRADE
POINT
ORIGINAL
GROUND
USE TYPICAL SECTION NO. 21
—Y23— STA. 10 + 41.50 TO STA. 15 + 00.00
USE TYPICAL SECTION NO. 22
—Y23— STA. 15 + 00.00 TO STA. 17 + 03.30
0.08 \ USE TYPICAL SECTION NO. 23
�qR. —Y24— STA. 17 + 00.00 TO STA. 23 + 93.99
p
6•1
T �S F
E2 8.5" E2 F -)rs,
GRADE TO THIS LINE % ORIGINAL
GROUND
TYPICAL SECTION NO. 23
—Y24— (BELEWS CREEK ROAD)
81 VAR. 12'— 24' VAR. 12'— 24' 8'
11' W/G R l l' W/G R
2, 2,
FDP FDPS
C2 GRADE
POINT C2
g o8 0.02 , 0.02 0.02 , 0.02, o.o�
-------------�----------- — O
T E2 E2 T �SFF
8.5" 8.5"-%SC,S)
GRADE TO THIS LINE
TYPICAL SECTION NO. 24
ORIGINAL
GROUND
USE TYPICAL SECTION NO. 24
—Y24— STA. 13 + 08.65 TO STA. 17 + 00.00

SG cal
c
O 0
ORIGINAL JP
GROUND
CL -Yl C-, -Yl E-, -Y5A-1 -17A-
i
6' 10' 10' 6' 8'
' W/G R
GRADE T0.02,POINT
'0.0z0.020_
T W T
TYPICAL SECTION NO. 25
4:7
ORIGINAL
GROU DN
USE TYPICAL SECTION NO. 25
—Yl C— STA. 10 + 00.00 TO STA. 11 + 44.2 8
—Yl E— STA. 12 + 17.38 TO STA. 13 + 96.91
—Y5A— STA. 10 + 00.00 TO STA. 12 + 10.98
—Yl7A— STA. 10 + 00.00 TO STA. 11 + 54.85

STRUCTURE TYPICAL SECTIONS
8'
12'
1
32'
3 6'
0.02
11
TYPICAL SECTION
12'
1
4'
E
15'
-L- US 158
15'
GRADE
POINT
---------- I----------
12'
fi
0.02
32'
3 6'
12'
1
8'
ON -L- (US 158) STRUCTURES OVER LOWERY MILL CREEK
Ct -L- NC 158
10' BERM 2 12' 12' 15' 15' 12' 12' 2 10' BERM
Am-
14' W/G R 14' W/G R
ORIGINAL ORIGINAL
GROUND ' GROUND
GRADE
POINT (O
AO � �
?'I z 0.02 0.02 � 0.02 J P�.
0.
ORIGINAL �O 2 a a°----- ---------- -----—-- --— _p 0.02 0.02 VqR. 4:1 TO ORIGINAL
02, 0.02 0.02
GROUND NPR ' 2.I GROUND
6" 6„
6" 6°
GRADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION ON -L- (US 158) APPROACHING STRUCTURE
-L- (US 158)
FUNCTIONAL CLASS: Rural Arterial
2018 ADT = 23,600
2038 ADT = 351000
K = 8%
D = 60%
TTST = 8% DUAL = 6%
V = 50 MPH
VERTICAL CLEARANCE = WA

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900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
FOR —L— PROFILE SEE SHT. 31 NC LICENSE NO. F-0112 • [phone]

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8,800
ADT 2040 ��,5
2,850 LAWRENCE E DAN R`\
4,400 \ \
ROY E JOYNER
1,800 �X 9. %
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3,550 1,45o TYCO ELECTRONICS CORPORATION ��� �A c Q
20,200 -L- US 158 23,600 DB 2163 PG 1687 BM2 �PF/ o` o0 01, a \ �i _
25,800 -L- US 158 27,900 DB 932 PG 418 S 0� 0A �8, e 00dS�s V X
550 2,250 DB 694 PG 335 252• ��o
850 3,100
4,050
2,250 6
4,550 ttt''
3,100 BM # 2 \ �P vv
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N 862560 E 1649507 3' � � ��
8,300 CONSTRUCTION CO INC _L- STA. 14+13.23 OFF 253.63' RT 22�0� ABRAHAN N GONZAL \
9,100 PROPOSED TRAFFIC SIGNAL DB 1679 PG 1873 q3 JENNIFER L-0 EZ-NOYOLA
-Y1B- OLD GREENSBORO RD. / PB 13 PG 159 ELEV=884.50 oA\6' � �B 271 G 547 ��� 4Q�
-L- -YIA- -Y1B- -Y/C- -YIE- -YIF- - /g- PRC Sta. 12+90.04 c
PI Sta 19 +25.29 PI Sta 14 +08.11 PI Sta 11 +95.30 PI Sta 13 +94.41 PI Sta 11 +01.02 PI Sta 10 +48.66 PI Sta 12 +37.01 PI Sta /5 +11.99 PI Sta 11 +70.85 PLANS PREPARED BY
L = /7° 22' 15.0" (RT) 0 = 73° 42' 06.9" (RT) Z� = 46° 04- 59.4" (LT) 0 = 26° 06' 55.3" (RT) Z� = 13° 39' 37.6" (LT) 0 = 2° 58' 15.2" (RT) 0 = /0* 3/' 27.5" (RT) 0 = 53° 09' 44.5" (LT) p = 5/° 29' 04.5" (RT)
D = /* 17' 15.2" D = 19° 05- 54.9" D = 22° 55' 05.9" D = 12° 43' 56.6" D = 20° 45' 42.2" D = 4° 46' 28.7" D = 4° 46' 28.7" D = 22° 55' 05.9" D = 28° 38' 52.4" ti 69
L = 1,349.14" L = 385.90" L = 201.08' L = 205.1 /' L = 65.80' L = 62.22' L = 220.42" L = 231.96" L = 179.72" FOR -L- PROFILE SEE SHT. 31
T = 679.79" T = 224.85" T = 106.33' T = 104.37' T = 33.05' T = 31.12' T = 110.52" T = 125.09" T = 96.44' '° ° F
FOR -YIA- PROFILE SEE SHT. 42 RUMMEL, KLEPPER & KAHL, LLP
R = 4,450.00' R = 300.00' R = 250.00' R = 450.00' R = 275.97" R = 1,200.00' R = 1,200.00" R = 250.00' R = 200.00" FOR -Y1B- PROFILE SEE SHT. 42 900 RIDGEFIELD DRIVE SUITE 350
SE = 0.03 SE = 0.04 SE = 0.04 SE = 0.04 SE = 0.04 SE = 0.04 SE = 0.04 SE = 0.04 SE = 0.04
FOR -Y1C- PROFILE SEE SHT. 42 RALEIGH, NORTH CAROLINA 27609-3960
DS= 50 MPH DS= 30 MPH DS= 30 MPH DS= 35 MPH DS= 30 MPH DS= 40 MPH DS= 40 MPH
DS= 30 MPH DS= 25 MPH FOR -YIE- PROFILE SEE SHT. 43 NC LICENSE NO. F-0112 • [phone]

0
L
CL
3
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NCC
_WD
S
-L - -YIB - -YID - -YI F - -Y2- N 38°54'13" E I -Y2- PC Sto. 10+96.47
PI Sto 19 +25.29 P/ Sto 11 +95.30 PI Sto /3 +94.41 PI Sto 19 +64.82 P/ Sto 13 +09.9I P/ Sto 11 +70.85 P/ Sto 12 +I0.92 176.98'
= /7° 22' 15.0" (RT) p = 460 04; 59.4° (LT) � = 26' 06' 55.3' (RT) � = 3/° 29' 26.0" (RT) 0 = 54 53" 57.8° (LT) p = 5/° 29' 04.5" (RT) L = 0- 33' 26.9" (RT) I I
D = /* 17' 15.2" D - 22 55 05.9 D = 12 43 56.6 D - 6 03 /0.0 D = 320 44 25.6 D - 28 38 52.4 D - 0 /4 36.8 x I I X EDGEWOOD/ BAPTIST CHURCH 3
L = 1,349.14' L = 201.08' L = 205.111 L = 520.27' L = 167.68' L = 179.72' L = 228.90' z4i
N p Z
WILLIE L CUMMINGS I Z Z DB IS 179 O
T = 679.79' T = 106.33' T = 104.37' T = 266.89" T = 90.90' T = 96.44' T = 114.45' VIVIAN CUMMINGS �� of PB�258 PG Iso
R = 4,450.00' R = 250.00' R = 450.00' R = 946.60' R = 175.00" R = 200.00' R = 23,525.00' 06 1783 PG 2148
PB 7 PG 156 I I U
SE = 0.03 SE = 0.04 SE = 0.04 SE = 0.04 SE = 0.04 SE = 0.04 SE = NC I
BEGIN CONSTRUCTION t-� I w / T M
DS = 50 MPH DS = 30 MPH DS = 35 MPH DS = 50 MPH DS = 25 MPH DS = 25 MPH DS = 40 MPH J
-Y2- POT Sto. 12 +00.00 I � � g VAR. HT
63" BK WALL
S CONC
KATHARINE EVANS (BLK) I -BY- I5U ST.
I D�
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S 39°42'S9' W o I ) N
PROJECT REFERENCE NO.
R -2577A
RNV SHEET NO.
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WOODS 02 I z t S 39°26'44" W i
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HOUSE � W00 S � I �
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C 69.83' 7� E = 72" DB 2818 PG 230 CO - n SAT c mJESSE L TATE N� o
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cow //�✓ °°Q +� BK a T wW 56.08' � W/L T 80.71' 22.73 48 CHL 42.47
o } �y� 48, 54.26' X 79.62' N 39°30'04' E
F 'IV �° /Sr + 48" ON PATIO m �a �C�II PC o. 12+19.00 �X7 w N 39°7.21' E
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-YIB- PO Sta. 16+16.7 D tic F �� \� Y_ 144 ,sue o� ova +o� j� PB s PG 161 12 "Ww X FOR -YID- PROFILE SEE SHT. 43
EO ss 9° PATRICK R GLENN ati + / \\ `�'� \ °\ oar 1- o� S 46°3 '27" W
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F DB 2418 PG 4491 Aco• �p K LA V A 0 \ \ ,o .� o % 9 �
PB II PG 139 ti ti B 3290 PG ,� \\ \ v + P�c �� .�o �X 59.93' 37.46'
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ISFD osIW TYPICAL.
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PLAINS PREPARED BY
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900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
NC LICENSE NO. F-0112 • [phone]

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R -2577A 8
= 0° 40' 3/.3" (LT) L = 40° 52' 42.3" (LT) �, M SHEET NO.
D = 0° 17' 11.3" D = 14° 19" 26.2"
n, ROADWAY DESIGN HYDRAULICS
L = 235.74" L = 285.39" `ps ENGINEER ENGINEER
T = 117.87" T = 149.07"
R = 20,000.00' R = 400.00'
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R 950.00 FOR -L- PROFILE SEE SHTS. 33-34 900 RIDGEFIELD DRIVE SUITE 350
SE= 0°04 2,9350 200 MANNA BAPTIST CHURCH
DS= 35 MPH 2,350 06 1636 PG 1729 FOR -Y5- PROFILE SEE SHT. 44 RALNC EL LICENSERTH NO. F OROLINA 9197809-3960
78-9560
FOR -Y7- PROFILE SEE SHT. 45

W
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tiO3
SCATTERED
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220.00'
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P
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PROJECT REFERENCE NO.
SHEET NO.
R -2577A
11
R/W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
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PLANS
S
DO NOT USE FOR
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T =
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PROJECT REFERENCE NO.
R -2577A
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
SHEET NO.
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RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
FOR -L- PROFILE SEE SHT. 34 RALEIGH, NORTH CAROLINA 27609-3960
FOR -Y9- PROFILE SEE SHT. 45 NC LICENSE NO. F-0112 • [phone]

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PLAINS PREPARED BY
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RUMMEL, KLEPPER & KAHL, LLP
FOR —L— PROFILE SEE SHTS. 34-35 900 RIDGEFIELD DRIVE SUITE 350
FOR —Y10— PROFILE SEE SHT. 45 RALEIGH, NORTH CAROLINA 27609-3960
FOR —Yll— PROFILE SEE SHT. 46 NC LICENSE NO. F-0112 • [phone]

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FOR -L- PROFILE SEE SHT. 35 900 RIDGEFIELD DRIVE SUITE 350
FOR -Y12 PROFILE SEE SHT. 46 RALEIGH, NORTH CAROLINA 27609-3960
FOR -Y14- PROFILE SEE SHT. 46 NC LICENSE NO. F-0112 • [phone]

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PLANS PREPARED BY
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900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
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3,700 10,000
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3,250 L3,4,750
1,850
1,650
18,500 -L- US 158 14,900
35,000 -L- US 158 28,000
1,300
1,600
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1,300 1,900
1,600 2,050
3,900
4,100
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PROJECT REFERENCE NO. SHEET NO.
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