20191029 Ver 1_I-5700_RDY_Plans_20190802

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For Index of Sheets
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BEGIN CONSTRUC
—Y— STA. 25+32.K
TO DURHAM
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WAKE COUNTY
LOCATION: I-40 AND SR 3015 (AIRPORT BLVD.), REVISE INTERCHANGE
AND CONSTRUCT AUXILIARY LANE 0111 I-40 WESTBOUND
FROM SR 3015 (AIRPORT BLVD.) TO I-540.
TYPE OF WORK: ITS, DRAINAGE, GRADING, PAVING SIGNALS
CULVERTS AND STRUCTURES
PROJECT I-5700
�1
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF
THE TOWN OF MORRISVILLE AND TOWN OF CARY.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED
THIS IS A PARTIAL CONTROLLED— ACCESS PROJECT WITH ACCESS BEING LIMITED
BY METHOD III.
TO POINTS SHOWN
ON THE PLANS.
STA. 17 + 10.00 —L—
FINAL ROW PLANS
TO RALEIGH
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
`Il°O'If AL
SHEETS
N.C.
1-5700
1
STATE PROD. NO.
F. A. PROJ. NO.
DESCRIPTION
50118.1.FS1
NHPP-040-1(259)286
PE
50118.1.FS1
NHPP-040-1(259)286
UTIL., ROW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROPOSED
EXISTING
I HYDRAULICS ENGINEERING FIRM I
Vim1nvi >> I-Inrn
SIGNALS
SIGNALS
PRELIMINARY PLANS
DO NO`ll" USE FOR CONSTRUCTION
GRAPHIC SCALES
50 25 0 50 100
DESIGN DATA
ADT 2019 = 33,660
ADT 2040 = 461500
°
K = 9 /0
D = 65 %
T = 6 % *
V = 50 MPH
* o o
TTST = 2 /o DUAL = 4 /o
FUNC CLASS=ARTERIAL
STATEWIDE TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT 1-5700 = 0.741 MILES
LENGTH STRUCTURE TIP PROJECT I-5700 = 0.057 MILES
TOTAL LENGTH OF TIP PROJECT 1-5700 = 0.798 MILES
Prepared for the North Carolina Department
-I of Transportation in the Office of
ENGINEERING 223 h,N.0 FRANKLIN ROAD
Raleigh, N.C. 27606
License 9 18077
Bus: 9;9 85;g°'
HYDRAULICS ENGINEER
P.E.lop
SIGNATURE:
� Q
—.0000
2018 STANDARD SPECIFICATIONS
EDWARD G. WETHERILL, PE
PLANS
50 25 0 50 l00
RIGHT OF WAY DATE.
SEPTEMBER 24, 2018
PROJECT ENGINEER
BOB A. MAY, PE
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE:
LETTING DATE•
SEPTEMBER 17, 2 019
PROFILE (HORIZONTAL)
`
10 5 0 10 20
PROJECT DESIGN ENGINEER
11ICDOT C011ITACT: PAMELA R. WILLIAMS, PE
ROADWAY DESIGN. PROJECT ENGINEER
PROFILE (VERTICAL)

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PARTIAL TYPICAL SECTION NO. 1
USE IN CONJUNCTION WITH TS NO.1
USE PARTIAL TYPICAL SECTION NO. 1
-L- STA. 18 + 85.00 TO 21 + 11.49 LT.
-L- STA. 18 + 85.00 TO 21 + 06.42 RT.
Z��
Z��
13'-6"
(15'-6" W/GR)
S T „
13'-6"
(15'-6" W/GR)
ST „
13'-6"
(15'-6" W/GR)
10'-0"
SW
2' 12'-0"
VAR. 0 TO 14.5'
LRL1D3
0.02
S T
1- J1 K
GRADE TO THIS LINE
CIS LINE
2' 12'-0"
R1
I
12'-0" VAR. 10.5 TO 17'-6"
GRADE
C5 W I POINT
I
12'-0" 1 12'-0" 12'
-of-
TO
3.3'
C5 n Rl
, 0.02 1 0.02 ,
--------------
I
U
15" 12%2"
GRADE TO THIS LINE -
TYPICAL SECTION NO. 1
-L- (AIRPORT BOULEVARD)
*NOTE: 3:1 MAXIMUM CUT SLOPES ARE BEING UTILIZED DUE TO PRESENCE OF TRIASSIC SOILS.
USE TYPICAL SECTION NO. 1
-L- STA. 19 + 60.00 TO 22 + 24.95
12'-0"
AR. 18.5'
, 0.02
Ki GRADE TO THIS LINE
10'-0"
(14'-0" W/GR)
0.02
"
NOTE: TRANSITION FROM EXISTING PAVEMENT TO
TYPICAL SECTION NO. 1 -L- STA. 18 + 85.00 TO 19 + 60.00
I
12'-0" VAR. 17'-6" TO 30'-0" 12'-0" 12'-0" VAR. 0 TO 12'-0" 12'
I
0.4'
I
I
GRADE
C5 R2 POINT W C5
W I
0.02 0.02 0.02
- - - - -j- - - - - - - - - - - - - - - - - - -
J1 U
15" R2 12%2„
TYPICAL SECTION NO. 2
-L- (AIRPORT BOULEVARD)
*NOTE: 3:1 MAXIMUM CUT SLOPES ARE BEING UTILIZED DUE TO PRESENCE OF TRIASSIC SOILS.
-L- STA. 22 + 24.95 TO 35 + 70
-001- -L- T- -0O2-
E VAR. 39'-0" LT. TO 45'-0" RT. I E VAR. 27'-0" RT. TO 45'-0" LT. I
21 VAR. VAR. VAR. VAR. 30'-0" TO 60'- " VAR. VAR. I VAR.
12'-0" TO 15'-0 ' 12'-0" TO 15'-0" 12'-0" TO 15'-0' I 0' TO 15'-0" 2'-0" TO 15'-0' 1 2'-0" TO 15'-(
VAR. 18.5' TO 50.4' 1
I I I
I I 1
GRADE
5 I
R2 I POINT W C5 I
R1 j D3 W Cj
0.02 _0.02 0.02 0.02
)K E GRADE TO THIS LIN�J
/ 15
TYPICAL SECTION NO. 3
-L- (AIRPORT BOULEVARD)
*NOTE: 3:1 MAXIMUM CUT SLOPES ARE BEING UTILIZED DUE TO PRESENCE OF TRIASSIC SOILS.
USE TYPICAL SECTION NO. 3
-L- STA. 35 + 70.00 TO 39 + 07.67
-L- STA. 46 + 26.56 TO 53 + 50.00
R1
10'-0"
(14'-0" W/GR)
5'-0" J'-0"
SW
0.02
?•� Mq,l. I
T
6„ S ��lE 17'-6"
T i
2' 10'-0"
(14'-0" W/GR)
5'-0"
SW
Rl
0.02
„U (S
9" 9"
I
I
GRADE
C5 R3 j POINT
i
fi
W
U
PARTIAL TYPICAL SECTION NO. 2
USE IN CONJUNCTION WITH TS NOS.2 & 3
USE PARTIAL TYPICAL SECTION NO. 2
-L- STA. 22 + 00.00 TO 24 + 00.00
-L- STA. 26 + 82.55 TO 27 + 82.55
-L- STA. 35 + 95.00 TO 38 + 68.00

CT
Q
Q
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Z X
1'
13'-6"
(15'-6" W/GR)
S T
13'-6"
(15'-6" W/GR)
I�
R1
-001- -L- -0O2-
E VAR. 39'-0" LT. TO 45'-0" RT. E VAR. 2 7'-0" RT. TO 45'-0" LT. i
—0" 15'-0" 15'-0" V R. 30'-0" TO 601— 15'-0" 15'-0" I 15'-0"
I I I
I I I
I I
Gi
POINT
R2 I R2
I
j D3 C5 � C5 I D3
j 0.02 0.02 0.02
0.02
I
K GRADE TO THIS LINE J1 15" 1' 1' GRADE TO THIS LINE K
15" rCjl
TYPICAL SECTION NO. 4
*NOTE: 3:1 MAXIMUM CUT SLOPES ARE BEING UTILIZED DUE TO PRESENCE OF TRIASSIC SOILS.
USE TYPICAL SECTION NO. 4
—L— STA. 39 + 07.67 TO 42 + 68 +/— (BEG. BR.) LT.
—L— STA. 39 + 07.67 TO 43 + 03 +/— (BEG. BR. RT.
—L— STA. 45+69+/— END BR. LT. TO 49+26.56
—L— STA. 46 + 04 +/— END BR. RT. TO 49 + 26.56
-�-
-NBL-
E
2 7'-0"
I
IN .,,,
U
`6„ 12%2„
GRADE TO THIS LINE
(DW"
12i
n
=a =a I
as GRADE as
I POINT
I
C5 R2 110.02
0.02 0.02 0.02
U 6�� E2 E2 6" U GRADE TO THIS LINE-
-.A
DE TO THIS LINE
TYPICAL SECTION NO., 5
*NOTE: 3:1 MAXIMUM CUT SLOPES ARE BEING UTILIZED DUE TO PRESENCE OF TRIASSIC SOILS.
USE TYPICAL SECTION NO. 5
—L— STA. 53 + 50.00 TO 61 + 00.00
—N BL— STA. 58 + 18.52 TO 61 + 75.00
,Y2"
TYPICAL SECTION NO. 5A
USE PARTIAL TYPICAL SECTION 5A IN
CONJUNCTION W/TS NO. 5
USE TYPICAL SECTION NO. 5A
—L— STA. 58 + 69.56 TO —N BL— STA. 61 + 75.00 RT.
—L— STA. 58 + 69.56 TO 61 + 00.00 LT.
12%2
12'-0"
—0" W/G R)
,,,,
0.04
D3
12%2
12'-0"
'-0" Wi
0'-0"
FDPS
2 ' 1 10'-0"
R1
T
(14'-0" W/GR)
5'-0" J'-0"
SW
0.02
?•� t,
T S
12'-0"
0
Z
6'-0"_ 1 _ 10'-0"
6: 1 1 4 :1 _4
ORIGINAL
VARIABLE GROUND
SLOPES
VARIABLE
SLOPE
SEE X—SECTIONS
12'-0" 6'4" , 10'-0"
Z
0
TYPICAL SECTION NO. 3A
USE PARTIAL TYPICAL SECTION 4A IN
CONJUNCTION W/TS NOS. 3 & 5
USE TYPICAL SECTION NO. 3A
—L— STA. 50 + 40.52 TO 53 + 50.00 RT.
—L— STA. 59 + 25.54 TO 61 + 00.00 LT.
JGINAL
',OUND

-1
10'-0" 6'-of?
ORIGINAL �qR
GROUND
VARIALBLE SLOPE
SEE X—SECTIONS
ORIGINAL GROUND
z
O
a-
W
Z_
2
tN
U
ce
O
7::4:)
VARIALBLE SLOPE
SEE X—SECTIONS
�.l
S�0 `,L 1
'4
6:1
T
m
14►-o►►
(17'-0" W/GR)
12'-0" FDPS
EXIST. SE
J2) (K
10'-0"
(14'-0" W/GR)
R1
AUXILIARY
LANE
0.02
T
6„
-- E1
GRADE TO THIS LINE —
10'-0" 12'-0"
(14'-0" W/G R)
2'—O"
Rl
0.12
6„ El 11
GRADE TO THIS LINE
E2
CL -Y- (1-40)
I
i
i
i
EXIST. EXIST. i
i
i
i
EXIST.
CROWN I EXIST.
C8 POINT I PROFILE
i POINT
EXIST SE EXIST SE EXIST SE EXIST SE
----- -----
i
--------------------
U
21%2" V1
GRADE TO THIS LINE
TYPICAL SECTION NO. b
-Y- (1-40)
USE TYPICAL SECTION NO. 4A
—Y—
STA. 25 + 32.85
TO
53 + 50.00
LT.
—Y—
STA. 48+45.00
TO
52+00.00
RT. (INVERT TYPICAL)
—Y—
STA. 81+10.00
TO
113+06.23
RT. (INVERT TYPICAL)
-Y1-
I
12'-0" 12'-0" 10'-0" VAR. 24.0' TO 15.4'
GRADE VAR. 0'
C1 W I POINT R2 W O 7'—C
T
0.02 I 0.02 ,
R2 � El
U U E1
6„ 611
D3
11" GRADE TO THIS LINE 11"
TYPICAL SECTION NO., 7
-Yl- (AERIAL CENTER PARKWAY)
USE TYPICAL SECTION NO. 7
—Yl— STA. 12 + 9 7.4 6 TO 14 + 11.34
10'-0"
(14'-0" W/GR)
,—Q„
R1
0.02
T
C2
6"
GRADE TO THIS LINE
-Y2-
I
12'-0" 1 12'-0" 12'-0" VAR. 0' TO 12'-0" 10'-0"
IN—
(14'-0" W/GR)
GRADE`
C1 1 POINT W Rlg1
0.02 ! / 0.02 , 0.02
— ?�
ll" El T
U 6„
GRADE TO THIS LINE
TYPICAL SECTION NO. 8
-Y2- (FACTORY SHOPS RD.)
USE TYPICAL SECTION NO. 8
—Y2— STA. 10 + 05.00 TO 11 + 76.05
cocD
oc'D
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mo
a�

F
Ll
ct
COCD
o(�I)
c\jr-
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m
10'-0" 6'-0" 12'-0" 8'-0" VAR. 0' TO 12' VAR. 10.9' TO 12'
(ll'-0" W/GR)
Z N 4'-0"
0? FDPS
ORIGINAL GROUND 0- U
Lu
0 ce C2
Z U-
4' 1 = ,0.02 , 0.02
08
6:1 6:1
VALSLOPE
SEE X—SECTIONS D3
T El
GRADE TO THIS LINE
�_ -Y3-
VAR. 5.6' TO 16' VAR. 5.6' TO 16'
ll"
©n
GRADE
POINT
VAR. 14.8' TO 12' VAR. 0' TO 12' 8'-0"
(1l'-0" W/GR)
Gnpc
11"
GRADE TO THIS LINE
TYPICAL SECTION NO. 9
-Y3- (PLEASANT GROVE CHURCH RD.)
*NOTE: 3:1 MAXIMUM CUT SLOPES ARE BEING UTILIZED DUE TO PRESENCE OF TRIASSIC SOILS.
USE TYPICAL SECTION NO. 9
-Y3- STA. 15 + 18.75 TO 18 + 41.03
Ca
T
1
-Y3-
10'-0" 6'-0" 12'-0" 8'-0" 12'-0" 12'-0" 16'-0" 16'-0" 12'-0" 12'-0"
0'-0"
(1l'-0" W/GR) (14'-0" W/GR)
41-0" 21-0" 5'-0" 1'
F FDPS SW
ORIGINAL GROUND U O GRADE
ce O Lu C2 R2 POINT R2 I-
1.08 Rl *3� M
'L Z 0.02 0.02
4:1 = , 0.02 - 0.02 0.02
,0.02 —-- --
VAR. SLOPE 6.1 6.� i ?�''�.�-
SEE X-SECTIONS T (DT/
„ S
T El D3 6 6 El D3
11 11
VARIABLE GRADE TO THIS LINE GRADE TO THIS LINE
SLOPE SEE Ay.
X—SECTIONS
�1 TYPICAL1 ORIGINAL GROUND NO. O
-Y3- (PLEASANT GROVE CHURCH RD.)
*NOTE: 3:1 MAXIMUM CUT SLOPES ARE BEING UTILIZED DUE TO PRESENCE OF TRIASSIC SOILS.
USE TYPICAL SECTION NO. 10
—Y3— STA. 18 + 41.03 TO 30 + 73.03
10'-0" 2' 12'-0"
(14'-0" W/GR)
1' '-0" VAR.
SW 0' TO
3.8'
J.' Mq l C2
Rl
D3
0.02
S T 6„
Y_ -Y5-
I
VAR. 12' TO 19' VAR. VAR. VAR. 12' TO 19'
0' TO 7 0' TO T
I
I
GRADE
POINT
I
Cl R2 j R2
12'-0" 2' 10'-0"
(14'-0" W/GR)
A 5'-0" 1'
0' O SW
3.5'
C1 C2 Rl
D3
0.02 ,y.y� uv� , 0.02
7� T
W 6„ W
El 11U U 11E1
GT
El 6„ El RADE TO THIS LINE GRADE TO THIS LINE
TYPICAL SECTION NO. 11
-Y5- (SR 1641 SLATER RD.)
*NOTE: 3:1 MAXIMUM CUT SLOPES ARE BEING UTILIZED DUE TO PRESENCE OF TRIASSIC SOILS.
USE TYPICAL SECTION NO. 11
—Y5— STA. 10 + 70.00 TO 12 + 61.43
0.02
T S
VARIABLE
SLOPE SEE
�I•�,, . X—SECTION S
ORIGINAL GROUND
NOTE: RAISED ISLAND TO BE CONSTRUCTED AT FOLLOWING LOCATION:
—Y5— STA. 11 + 79.34 TO 12 + 57.35

ORIGINAL GROUND
a _
10'-0" _ 1 _ 6'-0"
Z��
10'-0" 2'
(14'-0" W/GR)
�/ n" i
0.02 ,
Rl
0.02
6" �-, / 1111v
-Y8-
I
18'-0"
I
I
GRADE
POINT
2' 10'-0„
(14'-0" W/GR)
i � i n"
C2V R1
0.02
GRADE TO THIS
LINE GRADE TO THIS LINE
TYPICAL
SECTION
NO.
12
-Y8- (AIRGATE DR.)
*NOTE: 3:1 MAXIMUM CUT SLOPES ARE BEING UTILIZED DUE TO PRESENCE OF TRIASSIC SOILS.
USE TYPICAL SECTION NO. 12
-Y8- STA. 17 + 00.00 TO 21 + 78.46
VAR 0'
TOE
18'-0" 1 12'-0"
4'-0°
z� DPS
T D2
0.04
0.02
ON
Lu
0 V
Z �
=0
6:1
VARIALBLE SLOPE -J 4' 1 E2
SEE X-SECTIONS
GRADE TO
THIS LINE
VARIALBLE SLOPE
SEE X-SECTIONS
10'-0"
6'-0"
18'-0"
0
-RPO-9 -RPB-9 -RPC-9 -RPD-
VAR 4VAR 0'
00 TO 12'
I
VAR 12' 14'-0"
TO 0' (17'-0" W/GR)
4,-0„
DPS
GRADE
W POINT C5
I D2 T
0.02 0.02
0.08
6:1
U E2
i
11%2 GRADE TO
THIS LINE
TYPICAL SECTION NO. 13
USE TYPICAL SECTION
NO. 13
-RPA-
STA. 10 + 00.00
TO
11 + 50.00
(MIRROR) -RPB-
STA. 10 + 00.00
TO
11 + 50.00
-RPC-
STA. 10 + 00.00
TO
11 + 00.00
(MIRROR) -RPD-
STA. 10 + 00.00
TO
12 + 50.00
z_
ON
�F-
Z)
w V
Z tie
_ 0.04
6:1
T
VARIALBLE SLOPE
2.•� SEE X-SECTIONS
4tj
-RPA-9 -RPB-9 -RPC-9 -RPD-
RPOSPUR-9-RPBSPUR-9-RPCSPUR-9-RPDSPUR-
12'-0" _ 4' 12'-0" 14'-0" _
1
C
0.02
C5)
GRADE
POINT D2
0.02
/ K
14"
GRADE TO
THIS LINE
(17'-0" W/GR)
' 0"
DPS
0.02
w
TYPICAL SECTION NO. 14
USE TYPICAL SECTION
NO. 14
-RPA- STA. 11 + 50.00 TO
22 + 25.73
(MIRROR) -RPB- STA. 11 + 50.00 TO
23 + 93.68
-RPC- STA. 11 + 00.00 TO
22 + 86.11
(MIRROR) -RPD- STA. 12 + 50.00 TO
26 + 69.97
-RPASPU R- STA. 10 + 00.00
TO 12 + 06.55
-RPBSPU R- STA. 10 + 00.00
TO 14 + 09.31
-RPCSPUR- STA. 20+40.66
TO 22+80.65
-RPDSPUR- STA. 10 + 00.00
TO 14 + 78.07
T
6:1
VARIALBLE SLOPE
?•J SEE X-SECTIONS
ORIGINAL GROUND
ORIGINAL GROUND

J�F
L
Q
Q
N
N
Q
2'
10'-0" _ 1 _ 6'-0"
ORIGINAL GROUND v
S�0
A-7
VARIALBLE SLOPE
SEE X-SECTIONS
15'
62'-9"
15'
4:1
K
-NBLRPA- CIVIL/
CIVIL/SITTEE
I
VAR 0' VAR 2' VAR 0'
TO 2 UT TO 12'
18'-0" 12'-0" VAR 12' 14'-0"
TO 0' (17'-0" W/G R)
4'- 4'-0"
_Z DPS j DPS
O j *CROWN
Z) GRADE
Lu v Dl W POINT C2 Dl
T T
_ 0.04 0.02 0.02 0.02 , 0.08
6.1 I-- I ------- I 6:1
E1 U E1
GRADE TO
9%2" 91/2"l GRADE TO
THIS LINE THIS LINE
VARIALBLE SLOPE
?� SEE X-SECTIONS
TYPICAL SECTION NO. 15
USE TYPICAL SECTION NO. 15
-NBLRPA- STA. 12+29.11 TO 17+47.62
� -co2- Ct -L- (AIRPORT BLVD.)
45' 45'
15'-10l 2" 2 6'-42"
15'
h f � f
VERTICAL RAIL
GRADE
POINT
TYPICAL SECTION NO. 16
-L- (AIRPORT BOULEVARD)
USE TYPICAL SECTION NO. 16
-L- STA. 42 + 68 +/- (BEG. BR.) TO 45 + 69 +/- (END BR.) LT.
-L- STA. 43 + 03 +/- (BEG. BR.) TO 46 + 04 +/- (END BR.) RT.
ORIGINAL GROUND
52'-3"
2 _ � � - 15' - - 15' - - 15' - � 1 - 2'
M.

T'
DETAIL 1
INLET CHANNEL IMPROVEMENTS
(NOT TO SCALE)
EXISTING
GROUND 3 @ 10' X 10' RCBC
UPSTREAM EXTENSION
-\
CLASS ll RIP RAP KEYED -IN
TO BANKS ONLY (TYP.)
2.1 OR FLATTER
GEOTEXTILE
33' CHANNEL WIDTH
ALONG CULVERT FACE LNWS ELV. = 282.7'
(OBSERVED 2/14/18)
STA. 33.31 -L- (LT)
DETAIL 2
EXISTING OUTLET CHANNEL IMPROVEMENTS
(NOT TO SCALE)
GROUND / v 12' X I2' RCBC
DOWNSTREAM EXTENSION
CLASS 11 RIP RAP KEYS- IN
TO BANKS ONLY (TYP.) 2.I OR
FLATTER
GEOTEXTILE
NWS ELV. = 281.1' 30' CHANNEL WIDTH
(OBSERVED 2/14/18) ALONG CULVERT FACE
FLOC
PIPE
OUTLET
STA. 53.40 -L- (RT)
DETAIL 3
INLET AND OUTLET CHANNEL IMPROVEMENTS
( NOT TO SCALE)
12' X 10' RCBC
(BURIED I')
EXISTING
GROUND
CLASS H RIP RAP
KEYED -IN TO BANKS
ONLY (TYP.) 2.I OR FLATTER
GEOTEXTILE
15' CHANNEL WIDTH
ALONG CULVERT FACE
NWS ELV. = 282.4'
(OBSERVED 3/23/18)
I' CONCRETE SILL
EXISTING
GROUND
STA. 29.90 -Y3- (LT)
STA. 29.90 -Y3- (RT)
DETAIL 4
OUTLET CHANNEL IMPROVEMENTS
(NOT TO SCALE)
3 @ 9' X 8' RCBC
DOWNSTREAM EXTENSION
35, WIDE CHANNEL MEASURED
ALONG SKEWED CULVERT FACE
`� ilk.�i ` /L CLASS ll�?lP RAP
o /
2 KEYED -IN TO BANKS
I'SILLS AND 24' WIDE
FLOODPLAIN BENCH
MEASURED ALONG
SKEWED CULVERT F�
B
PIPE OUTLET � TOP OF BANK
l2 ONLY (TYP.) 2.I OR FLATTER
GEOTEXTILE
NWS ELV. = 282.5'
(OBSERVED 2/14/18)
STA. 86.76 -Y- (RT)
PLAN VIEW
GEOTEXTILE
A
BED
SECTION A -A
CLASS II RIP RAP
ON STREAM BANK
•L BED
CLASS I RIP RAP
COUNTERSUNK IN STREAM BED
SUPPLEMENT WITH CLASS B RIP RAP
TO FILL VOIDS
C
DETAIL 5
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Natural __L N at t Fill
Ground a?.y F�°��e Slope
D
D=1.5 Ft.
FROM
STA. 18+50 TO
STA. 20+25
-Y8-
(LT)
FROM
STA. 20+25 TO
STA. 20+65
-Y8-
(LT)
FROM
STA. 20+65 TO
STA. 21 + 2 0
-Y8-
(LT)
FROM
STA. 20+50 TO
STA. 21 + 2 0
-Y8-
(RT)
FROM
STA. 14 + 30 TO
STA. 16 + 03 -RPC-
(LT)
FROM
STA. 16 + 03 TO
STA. 17 + 25 -RPC-
(LT)
FROM
STA. 17 + 50 TO
STA. 19 + 50 -RPC-
(LT)
FROM
STA. 19 + 50 TO
STA. 22 + 50
-RPC-
(LT)
FROM
STA. 19 + 50 TO STA. 23 + 90.61
-RPD- (LT)
FROM
STA. 22 + 50 TO
STA. 24 + 80
-RPD-
(RT)
FROM
STA. 24 + 80 TO
STA. 27 + 00
-RPD-
(RT)
FROM STA. 50 + 50 TO
STA. 51 + 50
-L-
(LT)
FROM STA. 10+00 TO STA. 11+25-RPDSPUR-
(LT)
DETAIL
8
LATERAL 'V'
DITCH
( Not to Scale)
Natural
? j D 1,
�-
1'/Ft.
Fill
Slope
Ground
d
Geotextile
Min. D=1.5
Ft.
Max. d = 1.5
Ft.
Type of Liner=
Class I Rip -Rap
b=5 Ft.
FROM STA. 99 + 65 TO STA. 100 + 37 -Y- (RT)
DETAIL 13
PIPE OUTLET CHANNEL
( Not to Scale)
y�}�,a y,S T
C� aL N eP� /� I�tural
roun kF c�`s1 0
\4 v around
100-
Length = 25 �Ft�FR"KS
Class 'B' Rip -Rap
t = 1.5 Ft. CHANNEL BED Countersunk
d = 2 Ft. (Variable)
Est. = 25 Tons of Class I Rip -Rap, 40 SY GFD
7 Tons of Class B Rip -Rap
FROM STA. 51 +25 TO STA. 51 +43 -L- (RT)
DETAIL 18
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'1• 1 1.5'
Grade
GEOTEXTILE
Type of Liner= Class I Rip -Rap
FROM STA. 14 + 65 -RPA- (RT)
SECTION B-B SUPPLEMENT W/�
CLASS B RIP RAP
TO FILL VOIDS
BASIN
CULVERT
RIP RAP BASIN
NUMBER
STATION
SIZE
A
B
C
D
1
17+40 -L-
36"
1.5'
24'
8'
3'
2
54+64 -L-
36"
1.5'
12'
12'
5'
3
99+60 -Y-
60"
1.5'
25'
11'
0.5'
ALL DIMENSIONS ARE APPROXIMATE
NOTE:
USE CLASS I RIP RAP IN STREAM BED
AND SUPPLEMENT WITH CLASS B
TO FILL VOIDS AS NECESSARY
DETAIL 22
SPECIAL OUTLET PROTECTION
(NOT TO SCALE)
DETAIL 6
SPECIAL CUT DITCH
( Not to Scale)
Front
of Ditch
Natural et Slope
Ground
Min. D=1.0 Ft.
FROM
STA. 22+25
TO
STA.23+00
-L-
(LT)
FROM
STA. 34 + 50
TO
STA. 36 + 50
-Y-
(LT)
FROM
STA. 15 + 50
TO
STA. 18 + 50
-Y3-
(RT)
FROM
STA. 26+50
TO
STA. 28+50
-Y3-
(RT)
FROM
STA. 13 + 00
TO
STA. 14 + 00 -RPB-
(LT)
FROM
STA. 14 + 08
TO
STA. 14 + 50 -RPB-
(LT)
DETAIL 9
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
Fill
of
Natural �.1 Slope
Xtet
Ground I D
jd�
Geotextile Min. D =1.5 Ft.
Type of Liner= Class I Rip -Rap Max. d=1.5 Ft.
FROM STA. 20+10 TO STA.20+50 -Y8- (RT)
FROM STA. 16 + 16 TO STA. 18 + 07 -RPD- (LT)
FROM STA. 49 + 97 TO STA. 50 + 50 -L- (LT)
DETAIL 14
LATERAL BASE DITCH
( Not to Scale)
Natural
Ground
I Fill
?'I D �'� v/Ft. Slope
d
GEOTEXTILE
B
Min. D=1.5 Ft.
Max. d = 2 Ft.
*When B is <
6.0' B=3.0 Ft.
Type of Liner=
Class I Rip -Rap b=5.0 Ft.
FROM STA. 29+10 TO STA. 29+75 -Y3- (RT)
DETAIL 19
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground 2, y ,L.\ Ground
D
Min. D =1.5 Ft.
B = 3 Ft.
FROM STA. 33 + 50 TO STA. 33 + 80 -L- (RT)
DETAIL 7
BERM 'V' DITCH
( Not to Scale)
Natural r­1
Ground 3• 1
d � D 3• \R�DY
Geotextile
Min. D=1.0 Ft.
Max. d =1.0 fT.
b=5.0 Ft. Type of Liner= Rip -Rap
FROM STA. 23 + 00 TO STA. 25 + 50 -L- (LT)
FROM STA. 14+20 TO STA. 16+50 -RPB- (LT)
DETAIL 10
LATERAL BASE DITCH
( Not to Scale)
Natural - Fill
Ground ?'I D 3.1 17R. Slope
d
GEOTEXTILE g
Min. D = 3.0 Ft.
Max. d = 3.0 Ft.
*When B is < 6.0' B = 5.0 Ft.
Type of Liner= Class I Rip -Rap b=5.0 Ft.
FROM STA. 29 + 00 TO STA. 29 + 75 -Y3- (LT)
DETAIL 15
TOE PROTECTION
( Not to Scale)
�\ottet
Natural
.L1 °\\S�°Qe
Ground
I d
d
d = 2.0 Ft.
b = 2.0 Ft.
Geotextile
Type of Liner=
Class 'B' Rip -Rap
FROM
STA. 49 + 60
TO
STA. 49 + 95
-L-
(LT)
FROM
STA. 41 + 00
TO
STA. 42 + 00
-Y-
(LT)
FROM
STA. 43 + 50
TO
STA. 44 + 00
-Y-
(LT)
FROM
STA. 100 + 38
TO
STA. 102 + 00 -Y-
(RT)
FROM
STA. 25+25
TO
STA. 29+69
-Y3- (LT)
FROM
STA. 25 + 00
TO
STA. 25 + 85
-Y3-
(RT)
FROM
STA. 25+85
TO
STA. 26+50
-Y3-
(RT)
FROM
STA. 28 + 50
TO
STA. 29 + 10
-Y3-
(RT)
FROM
STA. 17 + 49
TO
STA. 18 + 05
-Y8-
(RT)
DETAIL 20
PIPE OUTLET CHANNEL
( Not to Scale)
�tatu�4l.. �e tural
C rountl kF pASi� F��ound
a
Length = 25 Fi'�FR"�S
t = 1.5 Ft. Class 'B' Rip -Rap
CHANNEL BED Countersunk
d = 2.5 Ft. (Variable)
Est. = 17 Tons of Class I Rip -Rap, 45 SY GFD
9 Tons of Class B Rip -Rap
FROM STA. 29+10 TO STA. 2 9 + 3 5 -L- (LT)
DETAIL 25
INLET CHANNEL IMPROVEMENTS
48" WELDED STEEL (NOT BURIED) ( NOT To SCALE) EXISTING
0.625" WALL THICKNESS GROUND
TRENCHLESS INSTALLATION EXIST 30" RCP
n
- - - -
CLASS I RIP RAP KEYED -IN ,-
\
TO BANKS ONLY (TYP.) 2.1 OR \
FLATTER
LIMITS OF EXCAVATION
STA, 53.40 -Y- (LT)
1223 Jones Franklin Rd.
WOrETHERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
Bus: 919 8518077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
Kimley))Horn
©2016
P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
DETAIL 11 = a
FALSE SUMP
( Not to Scale)
O
Outside Ditch ,J2.0'
Traffic Flow •� 20:)
r S etc.
S - Ditch Slope Proposed Ditch
STA. 61 + 4 0
-Y- (RT)
STA. 67 + 70 -Y- (RT)
STA. 21 +40
-Y3- (RT)
STA. 2 8 + 3 7
-Y3- (RT)
STA. 17+87
-RPB- (RT)
STA. 18 + 30
-RPB- (LT)
STA. 15 + 75
-RPC- (RT)
DETAIL 16
BERM 'V' DITCH
( Not to Scale)
Natural
Ground .�• N
D 3 RDWY
a
.J
Min. D=2.0 Ft.
b = 5.0 Ft.
FROM STA. 17+50 TO STA. 18+45 -RPB- (LT)
FROM STA. 18+45 TO STA. 21+45 -RPB- (LT)
DETAIL 21
STANDARD BASE DITCH
( Not to Scale)
Natural Natural
Ground \ Ground
Min. D=1.5 Ft. "B
B = 2 Ft.
60" WELDED STEEL (NOT BURIED) DETAIL 26
INLET CHANNEL IMPROVEMENTS
0.875" WALL THICKNESS ( NOT To SCALE) EXISTING
TRENCHLESS INSTALLATION GROUND
��r,T. - - - - EXIST 54" CMP
!r!il moo'
ADJUST TRIBUTARY TIE-IN AND /
CHANNEL BANKS AS NECESSARY
AND SUPPLEMENT WITH CLASS I
RIP RAP KEYED -IN TO BANKS ONLY
(TYP.) 2.1 OR FLATTER
LIMITS OF EXCAVATION
STA. 101.13 -Y (LT)
ROM STA. 14 + 30 TO STA. 14 + 80 -RPC- (RT]
PROJECT REFERENCE NO. SHEET NO.
l -5700 2D -1
RM/ SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I INC®MP]LIE y P NS I
DO NOT USE FOR 1g w LA ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DETAIL 12 °
"
i
FALSE SUMP �no
( Not to Scale)
Outside Ditch
Traffic Flow
20 / �2'E
GI
S
S=Ditch Slope Proposed Ditch
STA. 47 + 35
-Y- (LT)
STA. 59+75
-Y- (LT)
STA. 61 +65
-Y- (LT)
STA. 68 + 64
-Y- (LT)
STA. 70 + 93
-Y- (LT)
STA. 102+37
-Y- (RT)
STA. 105 + 81
-Y- (RT)
STA. 21 +65
-Y3- (LT)
STA. 23 + 62
-Y3- (LT)
STA. 16 + 96 -RPA- (RT)
DETAIL 17
( Not to Scale) Tt
Outside Ditch
Traffic Flow
�0A 20:1
S-
S = Ditch Slope Proposed Ditch
14 + 50 -RPB- (LT)
DETAIL 23
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground 4 % N.1 Ground
D
Min. D=1.5 Ft.
DETAIL 24
GRASSY SWALE
( Not to Scale)
Natural Natural
Ground 4 y b.1 Ground
D
Min. D= 2 Ft.

REVISIONS SKETCH SHOWING PAVEMENT\STRUCTURE RELATIONSHIP
BEGIN BRIDGE END BRIDGE
A- STA- 42 168 /- -L- STA. 45 1 69 I /-
BEGIN APPR. SLAB END APPR. SLAB
STAB. + +7-
CLASSIC INFRASTRUCTURES LLC
OB 16676 PG 56
BM 1998 PG 1902
O -RPP - +\- A- --P
t0. +
/9 SPECIAL LATERAL 'V' DITCH
a SPECIAL LATERAL 'V' DITCH SEE DETAIL 5 /SHEET 213-1
• _s EST 18 TONS CL'B'RIP RAP
EST 40 SY GFD
ti
SEE DETAIL 9/SHEET
G�\O �O\\ \ BLGBTWW FENC 74 rx 063 /B..
L C\p TIE TO EXIST.
30" RCP -IV (NOT BURIED) y\\ REMOVE x8
p� COL R AND EXTEND 18" RCP -IV REMOVE
1223 Jones Franklin Rd.
PROJECT REFERENCE NO. SHEET NO.
ETHERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
/-5700 6
PIS Sto 11+26A2
_ _
PI Sto /4+50.68 Pls Sto /7+72J0
/ to +
Bus: 919 851 8077
Fax: [phone]
RAN SHEET NO.
9s = 2' 50' 59A'
n, = /5' 4/' OOS (LT) 9s = 2' 50' 59A'
n, = I32 38 58L tRTI
TMNSPORTAnDN PLANNING/DESIGN- BRIDGE/SIRUCn1RE DESIGN
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
Ls = 189DU
D = 3'00'56.9 Ls = 189A0'
D = 57'17'44B'
-co/-
C1VIU5T1E DESIGN - GIVGPS- CONSTRUCTION OBSERVATION
LT = 126.00
L = 520.08' LT = 126DZ
L = 23152
P1 Sto 58 +J&57
PI Sto 41+l
l Sto +
1 to 377=7
ST = 63A/'
T = 261,68' ST = 63A/'
T = 228A7'
p = 22' l7' 260 (RT) p = 20' 00' 00D" QT J A = 20' 00' OOA' fLT J
p = 19' 28 37H (RT)
R = l•9 DO'
R = IOOAO'
D = 19' 05' 54.9'
D = /9' 05' 54.9'
D = /9' 05' 54.9'
D = l9. 05' 54.9
Ki m l ey »> H o rn
SE = 0A7 FT/FT
SE = 0A4 FT/FT
L = 116.7P
L = 104.72'
L = 1047Z
L = 101.98'
©, ,
INC• = 27.W
1NC• = 17A0'
T = 59JO'
T = 5230'
T = 5230'
T = 51.49'
P.O. BOX 33068 RALEIGH, N.C. 27636-3068
R = 300A0'
R = 300.W
R = 300,W
R = 300A0'
-CO2-
-RPB SPUR-
l Sto -35+6.5.65
P1 Sto 1+11
to + l
o +
PI Sto 12+52.65
A = 47 52 23.B•QTJ
p = 2/" 08' 44.7' QTJ
A = 20' 00' OOA' fRT J A = 20' 00' OOA' fRTJ
p = 22' 25' 56.7' QT J
DOCUMENT NOT CONSIDERED FINAL
D = l4 /9' 262'
D = l9'05' S4.9•
D = /9'05' S4.9"
D = l9'05' 54.9'
D = l9'05' 54.9'
UNLESS ALL SIGNATURES COMPLETED
= 33422
L 342
L = 110.72'
T = 56A0'
L = 104.72'
T = 52-W
L = 104.72'
T = 52-cAV
L = 117.46'
T = 59.49'
-L- (SR 3015)
T =
R = 300.WR
= 300.WR
= 300.W
R = 300A0'
AIRPORT BLVD.
R - 400A0
SE = 0.04 FT/FT
-RPA-
20100
INC. = 17A0'
Pis St ll+44A4
/ l + /
15 to I + l l
l+
30600
10 PLUG L, AND ABANDON AFTER 7 ' 7I
CONS ,CTION
AND ¢ I^
BEGIN APPR. SLAB \
-L- STA. 42+79+/- y END APPR. SLAB \ E TOE PROTECTION
-L- TA. 4 + +- END WW FENCE CLASS 'B' RIP RAP 067 /^ / y 30" RCP -I
BEGIN BRIDGE 11 Y O \\ -RPB- STA. 1+ 2. 11 TONS-RPASPUR- T _L- R
A- STA. 43+03+/- \o.N TIE TO EXIST. 20 SY GFD ETa 0�30' o B e /
END BRIDGE \ \\ SEE DETAIL 15 3o A A G / EX. RNJ
A_ STA. 44+35.96 \ SHEET 20.1
STA. 46+ +- , -RPB- LT / / / �� / / / - ICZ- +
0-68^43'600"
0
9s = 4 25' 11.9'
p = 14' 19' 21B' (RT )
95 = 4 25' //.9'
A = 9/' 53' 452fLTJ
Ls = 216DU
D = 4' 05' 332'
Ls = 2/6A0'
D = 38 /P 49.9'
LT = 144A4'
L = 349.97'
LT = I44A4'
L = 24058'
ST = 72A4'
T = 17539
R = 1,400A0'
ST = 72A4'
T = /55A5'
R = 150A0'
4300
6400
1700
2500
SE = 0.08 FT/FT
SE = 0A4 FT/FT
INC = 27DU
INC = I7A0'
RAMP B
RAMP A
_R
_
8100
12100
8500
12700
PIS o l +
l + l
is to l + l l
l +
80
30
r6800
9s = 5'09'23.8
N = l6'2046,T(RT)
9s = 5-09'23B'
p = 95-25'34J'fLTJ
5700
200
Ls = 2/6A0'
D = 446' 28.7'
Ls = 2/6A0'
D = 26 38' 52.4
LT = 144.06'
L = 343.05'
LT = 144A6'
L = 333JO'
s / +82.23 } o ° E D s6 T - - o. ST = 72A6 T = 172J/ ST = 72A6 T = 2/9 90
_ 7 ; / e ^5. + 11 R = 1200A0 R = 200A0 37600
U - t7J + s SE = OA8 FT/FT SE = OA4 FT/FT 2040 ADT
t l+ 7 1zs.7a / �°/ eGe ab3 � � 2014 ADT
1\ \ \ - -
)1_ OFF.=...12' / 7 O�Fi{r / /o / / 06 23 - - `S7� \ AIRP�dk�3 PG 1192 INC = 27A0' INC.= 17.0'0'
. I SPUR -
'So, BUS N- C� p• B - -RPB LT �j �/ / 2 $ n 1 -RPA- RT t e\\g za BM 1999 PG 392 / ! /' + LTJ -RPA /
} 1 El 7 j B _ _ SPUR- -RPC SPUR-
DB 8353 G 1 2
65.00 �jy, +58.85 - Ir ¢
150 0o i` / c n sa _ & D = O'/'S///-r t P/ STA//+77J1 PI Sto 22+56A9 J.B. WILKINSON &
t
} al N Zg°s R U to + ` L = 459.29' p = 85'40' 18A' (RTJ A = 82'16' 59.T tRTJ / MILDRED BOYD WILKINSON
zss FF•= sp DB 1100 PG 337
w BERM 'V' DITCH T = 229.66 D = 38' 1/' 49.9' D = 40' 4/' 52.9' BM 1951 PG 77
,`-D �� BEG.WW FENCE 0 WrnoN C \� \ R = 20,000AO' L = 22429' L = 202J8'
SEE DETAIL 16 '"°'q /' o
RPB-STA.1 . y SHEET 2D-1 ® a "-' y `' `� �y EXISTING TRAFFIC SIGNAL
TIE TO EXIST. o \/ 9 ce / e =ra SE = NC T = 139A8' T = /22.99' / ^`
je P-IV R = 150A0 R R=I40.78'
C G \ PA Rrw\ Ql SE OAFT/FT -
4 SE OA4 FT/FT
60 BERM 'V' DITCH `�'
-RPB- LT R CB - ( I p �/� - q�ry1. INC. = I7A0'
SEE DETAIL 16 +65.00 N , / G7p N \ 0.00
C'\ y EMBANKN6i4T�ROTECTION
� CLASS II RIP RAP
p0 W SHEET 2D-1 Ex.// j /\I \ \ c&O EST 20 TONS
\£%l�p DE obo / PROP CONIC SIDEWALK
Q01 / \ \ / °` ___ \ EST GFD
ETO,� e, SEE DETAIL 185HEET 20.1 ® PAVEMENT REMOVAL
R/w ON KS•W,�� /
+D `�
R/w
-X X36' W/W BERM DITCHIt
MGN .. .. -. p3 / v /\\(
EST 115 TONS CL'B' RIP RAP / / / _ 5 7� ` 0 / C Cp7� C Obl O / \\S�" •\r�\ / t/Oj _O
EST 251 SY GFD j 5 ,CON SI/' ��/ / B �\°B _� CB
SEE DETAIL 7/SHEET 2D-1 / j // \1CH / B / \ S\ 062 'py \ �5EE DETA�IL 12 ')poll
END MILLED RUMBLE STRI j CONC D 061 / I' / �`N P / / / \ \��� h 062 SHEE\ APf` \ END MILLED RUMBLE STRIPS l^
-RPB- STA. 1 +38. 7 / REMOVE FS 1gigDbETAIL 11 / . - - / ?S \,
1 SHEET 2D-1 / / / j/� CLASS 'B' RIP RAP q 0619 C y Q \BS\\ \\ F \ P I
.14+88.50
/ / /B EST 3 TON$ ` / / \ \\\ ize � Q
/ //�0�6,2\� G1 C !L
EST 10 SY GFD
� woops \ 9• �, \ \ � � / / I � // /// � - - + T
c
EIP R/w Nory ExISTJrvc R/w/YhM // / //// / / - _ lO• +vv ii/l / / // o J�
---� �4DE TO DRAIN / OFF. = 26'// / l / ~ \ a \ \NC DI t S7 R/w raoN BEGIN MILLED 00. RUMBLE
REMOVE \ 'Y , � .. C IP \ C \CH � •. � /� Sr & $
INSTALL HEADWALL 'Y \ F$ SEE DETAIL 17 ONE CopNC D\/ w ONj%// ' CB 610 / / /CB "' U EST 3 TONS \ REo OCP & '% --��x R/w NO,
� \ TRIPS
-RPA-
Ty - SHEET 20.1 REM` 5' / 40 / / COLLAR / / / A/c \\ es \®\ _ 3� J y\
NCDOT STD 838.01 % / / - I' {�'1 / 4, EST 10 SY GFD �E w`
/ 67 1 2GI j// S 5"E EXTEND OODS / /
SPECIAL CUT DITCH C o E'/ O 10 LF D / i /� r GRASSY SW \\ !\ W F & S
SEE DETAIL 65HEET 20.1 2GI / \ 2GI 0613 / 62 / `� O,2'
i
fREMOVE 4� / SEE DETAIL 23
.. - lB•gCP� /. (:'y. \ HEET --_.__
.. .. L _ _ _ �� 0610 20.= C \ -may T _ - - Tc _ - _ - 060
_-mT A / / /// / �- \ ,PCP �= �� \ `✓� - - - C END SBG - _ _ mrc-
_ SHEET _ _TIE TO
2G 2GI-A 70.112� EMp`1E \��� GUA DRAxLSBG ~
4Y + D Z 05.00 �
_-,_- - . - ..F SE IL C..
N - -- zGl A p 68�43 60A 06o i _ _ - _ _ N
- - -r Ell: R€M6`V -�� =i O� Gl-A
W�� -r ro -, SEE DETAIL 12 FS SEE DETAIL 12 8:1 TAPER ' CONC - _ _ - W
� L ' JCL
_ _ T T�-REF�M VE- IB' RCP REMOVE -DI 01'L O!>'LC - - - - �E�yE-" ONC H A 060 D 2 W
- - D H 'L�i
RAIN
3 ezI
_ r-F� Eorsr - - - --SItEE€ Ft9- - €orso --- - - -
N - �- r-YsF1EET 71-�ss--- ---- ------ � - -----T Fn - - - - Fo _ -------06------- - 15506- N
_ ------ / / - ------ d --
d GRADE TO DRAIN 061 -� COLLAR AND EXTEND
f -- ------------ Ob EXIST 18" RCP 6 LF ----- -- ---------- -- i- O
_ _ RETAIN / _ _ \ TIE PR P ED 1 RCP O
f „
i- 1-40 WE DAN K MOORE FREEWAY 64'BST a/ I- EST BOUND AR. WIDTH BST T t \ TO EXIST SYSTEM F O
- --- ----- /------- -- ------------ --------- RETAIN ---- -- F -- �
0 RETAIN 4 \
066 -Y- RETAIN RETAIN RETAIN TYPE / / -i-
f F
- - -
Lo
42" WELDED STEEL NOT BURIED PLUG FILL TYPE 1/ (V TYPE B-77 RETAIN \ Q
N0.625" WALL THICKNESS I-40 WB DAN K MOORE FREEWAY 805'BST &ABANDON / o I- EAST BOUND VAR. WIDTH BST PLUG FILL \ -� VI
-- -- PLSLCzFILL >------------- REMOVE \ \- - - - - - - ---------------------- ------ REMOVE- =-a �- -------------
--------
bIKIPS
--- ---
8 ABANDON W \
i
W \ ------ ------ _ -- -
Z--------- -- - =- - - _ -RPD- STA. 15+ . -
I
-- ---- - -��_ In \
L �
C C C C C C C C " _
J _ O 2GI T MTLO -_CAA 068 068 BEGIN MILLED RUMBLE STRIPS � � m ,- 2 2GI W
o C SPECIAL LATERAL 'V' DITCH nIf ` \ C _
2GI NC 18" CP-IV 24" 24" 2GI A ONC(DITCH 069 t Z
c SEE ETAIL 55HEET 2D-1 068 2GI - 014 C
u SPECIAL LATERAL 'V' DITCH -- 2GI-A _S` C Off; Px' O _ 610
�" C SEE DETAIL 55HEET 2D-1 FS SEE DETAIL 11 C C y-FJC C
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-
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SEE SHTS. 20 THRU
23
FOR -Y- PROFILE
R = 3,300.00' SIT 85.29'
�'
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SEE SHTS. 25 & 26
FOR
-RPD- PROFILE
RO = SEE PLANS
SEE SHT.2D-1 FOR DRAINAGE
DETAILS

1223 Jones Franklin Rd. PROJECT REFERENCE NO. SHEET NO.
ETHERILL Raleigh, N.C. 27606
ENGINEERING License No. F-0377
l -5700 /3
Bus: 919 8518077LD R(W SHEET NO.
Fax: [phone]
ROADWAY DESIGN HYDRAULICS
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN ENGINEER ENGINEER
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
Kim1ey)))Hor_n P
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v RALEIGH-DURHAM P.O. BOX 33068 • RALEIGH, N.C. 27636-3068
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DB 3565- PG 231
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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