R-2577A_HYD_4B Plans

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See Sheet I-B For Conventlonol Symbols
VICINITY MAP (NTS)
BEGIN TIP PROJECT R-2577A
-L- POT STA. 0 + 00.00
_v A_
STATE GIB NORTH CAROLINA
DIVISION OF HIGHWAYS
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 WAL.
SIGNALS, & UTILITIES
4B INTERAGENCY
CONCURRENCE POINT SET
END CONSTRUCTION
-L- STA 150+33.34
TO ADJACENT PROJ
U-2579B
BEGIN CONSTRUCTION
STATE
STATE PROIECI REPERENC6 NQ
81188T
NO.
TOTAL
R88M
R-2577A
I
STATE PROl.N0.
.APROl. NO.
D89CR1PT[ON
37405.1.2
WA
PE
END TIP PROJECT R-2577A
-L- POT STA. 305 + 01.64
OLD BELE -Y9- 'Y12- -Y15- \F0UT U E` U�824CREEK RD RANQUIL AVE;OL'BEEWS KNOLL RIDGE DR.
CREEK RD.��'1 SITE rJ2D. y5A' SERENE ST SITE�3 - SWAIN LN ARROWRD. SITE 6 NCY2t�1 Y17A / LD HOLLOW RD.
it
�0
NJ
1\
-YB- EL
„% RICKARD DR. ANGEL DR. -Y10-
STANLEY
VE'j PARK RD.
"ROVER GAITHER RD. -y8-
ID- STANELY AVE. SITE 2
AST- -Y7-
STOKESDALE AVE. _ '
SITE .
Y
♦ 1I Q ,
�%
-Y13- IIII
)LD BELEW
CREEK RR
U-2579B
(W ArSTON-SALEM ` NORTHE
END BRIDGE
L- Sta.140
t-Y16-
-Y18-
ILD BELEWS
WALKERTOWN
CREEK RD.
COMMONS CIR.
-Y19-
-Y21-
BELTWAY)
WALKERTOWN
PEARL VIEW DR.
IN
COMMONS DR.
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
SITE
TO STOKESDALE
INCOMPLETE PLANS
DO NOT USE FOR RAW ACOUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
PLANS PREPARED BY:
MMEL, KLEI R 8 LLP
RURIDGE
HYDRAULICS ENGINEER
ADT 2017 = 23,600
IELD , SUITE
900 DRIVE, SUITE 350
RALEIGH, NORTH CAROLINA 27609
NC LICENSE NO. F-0112
RK fC
50 25 0 50 100
ADT 2040 = 35,000
1-888-521_4455 OR 919-878-9560FOR
V = 50 MPH
LENGTH ROADWAY TIP PROJECT R-2577A ............ 5.758 miles
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
°
K = 8/D
2018 STANDARD SPECIFICATIONS
Anthony. Houser, PE
y
a@r a
PLANS
D = 60%
LENGTH STRUCTURE TIP PROJECT R-2577A ........... 0.019 miles
RIGHT OF WAY DATE.
PE.
® a
PROJECT ENGINEER
Cathy S. Houser, PE
50 25 0 50 100
T =14% *
* TTST=8% DUAL=6%
TOTAL LENGTH OF PROJECT R-2577A................... 5.777 miles
October 21, 2019
SIGNATURE.
p
ROADWAY DESIGN
ENGINEER
LETTING DATE:
PROFILE (HORIZONTAL)
PROJECT DESIGN ENGINEER
FUNC CLASS = ARTERIAL
October 19, 2021
OP,
10 5 0 10 20
STATEWIDE TIER
SIGNATURE. P.E.
8�����
NCDOT CONTACT Connie James, PE
DIVISION 9
PROFILE (VERTICAL)

PAVEMENT SCHEDULE
PRELIMINARY PAVEMENT DESIGN
C1
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 SO. YD.
E 2
PROP. APPROX. 51/2". 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
S9.5B, AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1"
PROP. APPROX. 6". DEPTH ASPHALT CONCRETE BASE COURSE,
C'3
DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 11/2" IN
E 3
TYPE B25.00, AT AN AVERAGE RATE OF 342 LBS. PER SO. 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.
E5
625.013, 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 51/2" IN DEPTH.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE
C B
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 11/2" 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.
(J
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
of Wall I of GR
RETAINING WALL j I
0.02
GRADE TO THIS LIN
INSET A
-L- LT. STA.23+43.46 TO STA. 32+00.00
4 -L-
Detail Showing Method of Wedging
j -Y1A-, -Y1�
C2 C3 C3 C2
E5 D1 D3 D3 D1 E5
2Y2" MIN. u 2y" MIN.
3" MIN, 3" MIN.
Detail Showing Method of Wedging
4 -Y2-, -Y3-, -Y4-, -YIC-, -YID-, -YIE-, -Y5A-, -Y6-, -Y7-
-YS-, -Y9-, -Y10-, -Y11, -Y13-, -YI4-,-Y77A-, -Y15-, -Y25
CI C3 C3 I
E5 ES
3" MIN. b 3" MIN. _
Detail Showing Method of Wedging
ft -Y5-, -Y12-, -Y17-, -Y23-, -Y24-
C2 C3
C3 C2
E5
t----3
" MIN.
a 3" MIN.
Detail Showing Method of Wedging

ORIGINAL
GROUND
4� T
O
?•�
0.02
ORIGINAL
GROUND
V4'�TO2.02
6"
kC5
�
13.5"ADE
TO THIS LINE
10' BERM
2'
12'
12'
14' WiGR
ORIGINAL
GROUND
1
1
s•� T
0.02,
0.02
0.02
13.5" J
GRADE TO THIS LINE
CL -L- NC 158
TYPICAL SECTION NO. 1
CL -L- NC 158
15' 15,
II
GRADE I
POINT I C
L0.02 0.02,
11
TYPICAL SECTION NO. 2
-L- NC 158
15'* 15, *
11.5' 11.5'
GRADE
POINT R2
0002 002
I
USE TYPICAL SECTION NO. 1
-L- STA. 0 + 00.00 TO STA. 9 + 30.00
ORIGINAL
GROUND
S
C4
C5
R1
A,
.4 p3'
0.02--
0.02
0.02
VqR 4.)TO
USE TYPICAL SECTION NO. 2
21
GROGil
UND -L- STA. 9+30.00 TO STA. 23+00.00
W U
D2
6„ T
13.5„ 13.5"
E4
GRADE TO THIS LINE
I
C
0.02
v —.5" 1 1-1-1 �13.5„
L GRADE TO THIS LINE
TYPICAL SECTION NO. 3
1
0.02
ORIGINAL
GROUND
USE TYPICAL SECTION NO. 3
7k -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

ORIGINAL
GROUND
ORIGINAL
GROUND
1
0.02
CL -L- NC 158
12' 11.5' �i 11.5'
15' * 15'
17.5'** 17.5'**
1
I
GRADE I
ZR2�POINTI R2
0.0�
0.02
_ I _
13.5" J
GRADE TO THIS LINE
12'
12'
2'
10' BERM
14' W/GR
ORIGINAL
GROUND
C4
C5 RI
ry1
O
0.,S
J �
0.02
0.02
0.02 V4R. 4:1 T ORIGINAL
O 2:/ GROUND
�13.5"
----
���
D2a
6 T
or E3
GRADE TO THIS LINE
13.5"
E3 or E4
USE TYPICAL SECTION NO. 4
TYPICAL SECTION NO. 4
-L- STA. 62+00.00 TO STA. 82+00.00
-L- STA. 85+00.00 TO STA. 89+00.00
* -L- STA. 101 + 50.00 TO STA. 106 + 50.00
10' BERM 2'
12'
12'
11.5' 11.5'
12'
12'
2' 10' BERM
* -L- STA. 112+50.00 TO STA. 136+00.00
14' Wi R
15' * * 15'
14' W/GR
* -L- STA. 148+50.00 TO STA. 150+53.34 (TIE TO U-2579B)
j
* -L- STA. 172+03.34 (TIE TO U-2579B) TO STA. 180+50.00
* -L- STA.181+50.00 TO STA. 226 + 00.00
ORIGINAL
ORIGINAL
>IC -L- STA. 229+50.00 TO STA. 279+00.00
GROUND
1
1
1
1
GROUND
** -L- STA. 279+00.00 TO STA. 305+01.64
Vq
GRADE GRADE
ryA
R,?•�
l0
CS
R2 POINT POINT R2
C5
�<O
� b•'
'
Note: USE E3 FROM -L- STA. 255+00.00 TO STA. 305+01.64
Z9
Rl
�0 �2 j 0 U2�
Rl
Jp
2,
0.02
0.02
0.02
0.02
0 02
VAR' 4r1
ORIGINAL
GROUND VAR 4't t0
I
TO 2.7 GROUND
T T 6"
T 6„
D2
D2
6„ T
USE TYPICAL SECTION NO. 5
E4
135"
TYPICAL SECTION N0.5
13.5"
E4
L- STA. 82+0000 TO STA. 85+00.00
GRADE TO THIS LINE
GRADE TO THIS LINE
-L- STA. 89+00.00 TO STA. 97+00.00
*
-L- US 158
-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
j
* -L- STA. 226+00.00 TO STA. 229+50.00
_
32'
_
_ 15' 15'
32'
_
36'
I
36'
8'
12'
12'
4'
I
4' 12'
12'
8'
I
I
I
GRADE
o.oz
�i(-POINT
0.02
- - -
i
i
I
I
TYPICAL SECTION NO. 6
CL -YIA- (OLD
GREENSBORO ROAD)
10' BERM
2' 12' VAR. 12'- 24'
2' 10' BERM
14' W/GR
I
14' W/GR
ORIGINAL
j
GROUND
1 t
VAR. SLOPE
I
RI C2 j C2
R7
6.1
ORIGINAL
0.02,
10NE
0.02 j 0.02
0�_02
GROUND
ORIGINAL
b;l
GROUND
_ - -
1�
T
T
VAR. SLOPE
6"
El D2 D2
6"
11" U I II" El
GRADE TO THIS LINE
ORIGINAL
GROUND
USE TYPICAL SECTION NO. b
-L- STA. 139+74.64 (BEGIN BRIDGE) TO STA. 140+74.64 (END BRIDGE)
USE TYPICAL SECTION NO. 7
-YIA- STA. 10+00.00 TO STA. 12+37.11
TYPICAL SECTION NO. 7

ORIGINAL
GROUND
VAR. SLOPE
ORIGINAL
GROUND
10' 6' 12'
Z_ N
O ~
a u
V
z O
6:A
FDPS
0.02
-
WY
FDPS
0�08 0.02
CL -YIA- (OLD GREENSBORO ROAD)
12' 12' 12' 2'
I
I
GRADE C2
POINT R1 ^
0.02 I 0.02
GRADE TO THIS LINE
TYPICAL SECTION NO. 8
rt -Y1B- (OLD GREENSBORO ROAD)
i
VAR. 24' TO 12' 12' 8'
I 11' WiGR
t 4'
I FDPS
C2 GRADE j C2
POINT
0.02 I 0.02 0022 0.08�
E7 Dl I------� � T 67
GRADE TO THIS LINE
TYPICAL SECTION NO. 9
-Y1B- (OLD GREENSBORO ROAD)
i
12' j 12' g
I 11' WiGR
I
j 4'
FDPS
GRADE j C2
POINT Q
0.02 I 0.02 � ! 0.02 0�8
ORIGINAL
GROUND
ORIGINAL
GROUND
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
-Y1B- STA. 13+00.00 TO STA. 18+00.00
USE TYPICAL SECTION NO. 10
-Y1B- STA. 10 + 40.00 TO STA.13 + 00.00
TYPICAL SECTION NO. 10

CL -Y2-, -Y3-, -Y7-1 -Y8-1 -Y9-, -Y10-
-Yll-, -Y15-, -Y25-
?.R. VAR. 6' 8'
- 15' 10,- 15'
1!t I
UVILI
c7
USE TYPICAL SECTION NO. 11
0.08
�
POINT
0�02
0�2 0.08
�
ORIGINAL
-Y2- STA. 12+00.00 TO STA. 14+11.53
-Y3- STA.10+35.51 TO STA.12+97.48
Sl
—N
4:1
--
ry.�
-Y7- STA. 10+35.55 TO STA. 12+00.03
GROUND
-Y9- STA.10+35.75 TO STA.15+64.40
1`S��y`SG
b
T
El U W El T
-Y10- STA. 10+39.511 TO STA. 12+7gq7.gq76
�t0
6,5" 6.5"
-Y15- STA.11+77.86 TO STA. 15+36.12
Rti
ORIGINAL JP
GRADE TO THIS LINE
-Y25- STA. 10+35.50 TO STA. 13+00.00
GROUND
TYPICAL SECTION NO. 11
CL -Y5- (OLD BELEWS CREEK
ROAD)
10'
6'
12'
8'
12' I 12'
81
IV WiGR
I
11' W/GR
~
I
I
t
p
>
2'
I
2,
u
DP
j
DPS
z
C2 GRADE C2
GRIOUND
VARGINAL.
=
QOS 0.02
POINT
0.02 0.02 0)�2 0-0VAR.
6:1
4:1
6:1
T
E2 W T
T
/S8.5"
FF�ISC,
USE TYPICAL SECTION NO. 12
GRADE TO THIS LINE
ORIGINAL
-Y5- STA. 10+15.82 TO STA. 14+50.00
GROUND
TYPICAL SECTION NO. 12
CL -Y5- (OLD BELEWS CREEK
ROAD)
10'
6'
12'
8'
12' 12'
12'
8'
11' W/GR
11' Wi�GR
Zr
2
I
If
r
0
2'
'Ps
v
DP
O
C2 GRADE C2
ORIGINAL
GROUND
7•
VAR /
Z
=
LL
O8 02
�
POINT
0.02 0. 22
0 �2
0 0 4
USE TYPICAL SECTION NO. 13
-YS- STA. 14+50.00 TO STA. 23+68.65
VAR. 6:1
4.1 6:1
I
�
? IT
O
T
E2 8.5"- E2
T
6.
I /SFF
GRADE TO THIS LINE
SCS,
ORIGINAL
GROUND
TYPICAL SECTION NO. 13

�SGS\
SEE
O b.� \
�•1
ORIGINAL NPR
GROUND
�SGS\
SEE
t
O b.1 \
ORIGINAL APE
GROUND
2'
7' W/GR
�SGS\
\SEE
O b C
,y1
t
ORIGINAL NP0.
GROUND
2'
7' W/GR
SEE
O b\ C
R ry1
t
ORIGINAL JP
GROUND
CL —Y4—, —Yl D—, —Yl E—, —Y5A—
I
10, I 10' 6' 8'
It
I
GRADE I Cl
POINT i
T
GRADE TO THIS LINE J
TYPICAL SECTION NO. 14
4;1
CL —Y4—, —Yl D—, —Yl E—, Y5A—
I
lo, 6'
I
1 i t
GRADE Cl
POINT
0�02 0 02 0�
4:1
El 5•• U
-GRADE TO THIS LINE
TYPICAL SECTION NO. 15
CL —Y6—, —Y13—, —Y14—
I
10, I 10' 2' 8'
It
I
GRADE I n
4:1
GRADE TO THIS LINE
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
USE TYPICAL SECTION NO. 14
-Y4- STA.10+35.50 TO STA.12+08.78
-YID- STA. 12+93.24 TO STA. 13+96.53
-YlE- STA. 14+87.83 TO STA. 16+27.29
-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
-YID- STA. 12+00.00 TO STA. 12+65.00
-YlE- STA. 13+96.91 TO STA. 14+87.83
-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
-Y13- STA. 10+39.18 TO STA. 13+00.00
-Y14- STA. 10+16.01 TO STA. 14+23.68
TYPICAL SECTION NO. 16
-Y6- (RICKARD DRIVE)
I
10, I 10' 2' 8'
It
I ORIGINAL
GRADE I Cl USE TYPICAL SECTION NO. 17
POINT j ry.� GROUND -Y6- STA. 12+08.00 TO STA. 12+52.00
18 �0.02 0. 22� 0.08� 4:1
1 6.5"�6.5" El T
GRADE TO THIS LINE
TYPICAL SECTION NO. 17

�SGS\
SEA
��1
O b.1 \
ORIGINAL NPR
GROUND
BAR.
ORIGINAL
GROUND
ORIGINAL
Ct -Y12- (OLD BELEWS CREEK ROAD)
i
11' W GR
1 t
GRADE C2
POINT
�I
10
— GRADE TO THIS LINE J
TYPICAL SECTION NO. 18
CL -Y16- (OLD BELEWS CREEK ROAD)
14' W/GR
— lu Y —
a
I
I
1
2'
FDP
0.02_�
Rl
GRADE
POINT
� C2 _ --
VL_UL (JtT U
�Je E2 ---(J
8.5 8.:
GRADE TO THIS LINE
TYPICAL SECTION NO. 1
CL -Y17- (DARROW ROAD)
11' ftR
14' WiGR
I
1 t
4'
I
FDPS
GRADE T
POINT
Rl
0_.02
TYPICAL SECTION NO. 20
ORIGINAL
GROUND
ORIGINAL
GROUND
?'I
ORIGINAL
GROUND
USE TYPICAL SECTION NO. 18
—Y12— STA. 22+00.00 TO STA. 24+35.19
USE TYPICAL SECTION NO. 19
—Y16— STA. 18+00.00 TO STA. 20+88.20
USE TYPICAL SECTION NO. 20
—Y17— STA. 18+00.00 TO STA. 20+88.20

ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
10,
CL -Y23- (VANCE ROAD)
8'
12' j 12'
8'
11' W/GR
I
11' WiriR
2'
j
2'
DP
j
DPS
C2 GRADE C2
POINT
Q 08 0•02
0.02 j 0. 22 0.02 0.0�
t'
qR?)Ab
67
E2 E2 T
8.5"
GRADE TO THIS LINE
TYPICAL SECTION NO. 21
Cr -Y23- (VANCE ROAD)
8'
12' 1 12'
8'
11' W/GR
11' W/GR
I
1
2•
2'
DP
j
DPS
GRADE
C2 POINT C2
Q 08
O.U2 U.02 0.02 0 0$
t,0-02
6'7
E2
T
8.5" 8.5"
GRADE TO THIS LINE
TYPICAL SECTION NO. 22
CL -Y24- (BELEWS CREEK
ROAD)
ORIGINAL USE TYPICAL SECTION NO. 21
GROUND -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
ORIGINAL
GROUND
6'
1 12'
8'
12'
12' 12'
12'
8'
11' WAGK
11' W/GR
1
i
1 f
j
2'
2Ps
'
Z
0
GRADE
C2 POINT C2
x
0.08
0.02
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TYPICAL SECTION NO. 23
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10,
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USE TYPICAL SECTION NO. 23
-Y24- STA. 17+00.00 TO STA. 23+93.99
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USE TYPICAL SECTION NO. 24
-Y24- STA. 13+08.65 TO STA. 17+00.00

PAVEMENT SCHEDULE
PROJECT REFERENCE NO. SHEET NO.
PREL. PAVEMENT DESIGN
R-2577A 2A-9
Cl
21/2" TYPE S9. SB
ROADWAY DESIGN PAVEMENT DESIGN
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900 RIDGEFIELD DRIVE SUITE 350
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NC LICENSE NO. F-0112 • [phone]

PROJECT REFERENCE NO. SHEET NO.
STRUCTURE TYPICAL SECTIONS RNEER 2A
—10
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
00 NOT USE FOR A W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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36' 36' 2018 ADT = 23,600
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V = 50 MPH
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PLANS PREPARED BY
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900 RIDGEFIELD DRIVE SUITE 350
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RUMMEL, KLEPPER & KAHL, LLP
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROUNA 27609-3960
FOR -Y23- PROFILE SEE SHT. 48 NC LICENSE NO. F-0112 • [phone]

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