HomeMy WebLinkAbout20121107 Ver 1_Maps_201212200
0
0
LOCATION:
TYPE OF WORK:
0
0 0
See Sheet 1-A For Index of Sheets
See Sheet 1-B For Conventional Symbols
DHV
D
T
V
=
=
=
=
=
%
%
MPH
% *
2035 ADT
MILES
MILES
MILES
=
=
=
=ADT
DESIGN DATA
P
-
5
2
0
6
A
50 25 50 100
100 50 25 50
10 5 10 20
FUNC CLASS=LOCAL
PROJECT
BEGIN
PROJECT
END
BRIAN A. WILES, PE
ROWAN COUNTY
2015
9
55
50
* 4% TTST + 4% DUALS
8
12
13 14
15
9
7
6
5
4
8
11
1
0
-Y 2 0 -
-Y 21 -
-
Y 2
3 -
-
Y
1
-
-Y B -
-
Y
2
3
A
-
-Y 2 -
-Y 2 -
S R 2662
HAD E R S T
S
R
2
5
4
5
O
RC
H
A
R D
L N
P
E A
C
H
S
R
2
5
3
9
O
R
C
H
A
R
D
R
D
P
E
A
C
H
-Y 3 -
T
O
I
-
8
5
T O S A L I S B U R Y
T O C H I N A G R O V E
NAD 8 3 / N S R S 2 0 07
0.843
0.078
0.765
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
10
/
2
/
2
0
1
2
R
:
\
R
o
a
d
w
a
y
\
P
r
o
j
\
p
5
2
0
6
a
_
r
d
y
_
t
s
h
.
d
g
n
F
l
o
r
e
n
c
e
&
H
u
t
c
h
e
s
o
n
,
I n
c
.
C
O
N
T
R
A
C
T
:
T
I
P
P
R
O
J
E
C
T
:
P.E.
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
S
T
A
T E O F N O R T H
C
A R O
L I
N
A
NC DEPARTMENT OF
TRANSPORTATION
RALEIGH, NC 27699-1556
1556 MAIL SERVICE CENTER
CAPITAL YARD
ENGINEERING AND SAFETY BRANCH
P.E.
C N N C C A R O L N I A
N O R T H
SIGNATURE:SIGNATURE:
Prepared in the Office of:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
D
C
N
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
NCDOT RAIL DIVISION
STATE OF NORTH CAROLINA
SUBMITTAL:
DATE:
GRAPHIC SCALES PROJECT LENGTH
ENGINEER
HYDRAULICS
RIGHT OF WAY DATE: LETTING DATE:
-Y2- STA 45+83.12
END BRIDGE
-Y2- STA 41+72.12
BEGIN BRIDGE
TOTAL LENGTH (-Y2-) TIP PROJECT P-5206A
LENGTH STR (-Y2-) TIP PROJECT P-5206A
LENGTH RDWY (-Y2-) TIP PROJECT P-5206A
CONVENTIONAL PLAN SHEET SYMBOLS
U S H W Y 29
S M A I N S T
S M A I N S T
U S H W Y 2 9
P
E
E
L
E
R
R
D
S
R
2
5
3
8
FROM REID TO NORTH KANNAPOLIS
PEELER ROAD - GRADE SEPARATION OVER NCRR/NS
-Y2- POT 11+50.00
BEGIN TIP PROJECT P-5206A
-Y2- POT 56+00.00
END TIP PROJECT P-5206A
N CRR /N S
N CRR
/N S
C
E
DA
R SP
R I N
G
S
R D
S
R 15
6
0
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
ROADWAY ENGINEER
MARCH 19, 2013 MARCH 30, 2012
NDOT RAIL DIVISION CONTACT: SANDRA STEPNEY, PE
VICINITY MAP
L
O
N
G
M
E
A
D
O
W
D
R A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF SALISBURY.
S A L I S B U R Y C I T Y L I M I T
R O W AN
C OUN T Y
S A L I S B U R Y C I T Y L I M I T
R O W AN C OUN T Y
S A L I S B U R Y C I T Y L I M I T R O W A N C OUN T Y
R O W AN C OUN T Y S A L I S B U R Y C I T Y L I M I T
OFF-SITE DETOUR ROUTE
P-5206A
52000.1.STR03T1B
STRUCTURES
GRADING, DRAINAGE, PAVING, SIGNALS AND
R/W
52000.3.STR01T4A
43219.2.STR08P5206
UTIL. CONST.
NC License No: F-0258
An Company
C
2
0
3
1
4
3
PLFI PLANS
OCTOBER 3, 2012
P
r
e
-
L
e
t
F
i
e
l
d
I
n
s
p
e
c
t
i
o
n
P
l
a
n
s
P.E., UTIL P.E.
52000.1.STR04T3 P.E., UTIL P.E.
8520
15400
ARV
S I Z E U N K NO W N
S I Z E U NK N O W N
R ET
P ON D
601
601
601 601
1505
1500
1500
1503
1642
1503
1500
1619
1560
2539
2545
2538
1002
2532
2532
1002
2528
2574
2582 1526
2611
1526
2541
1526
1571
1516
1560
1516
1514
1512
1600 1597
2539
1516
1625
1515
1514 C r ee k
G r a n t s
L ittl e C r
e
e
k
G
r a
n
t s
C
r
e
e
k
T
o
w
n
C
r ee
k
T
o
w
n
C
r e e k
C o r p .
S
o
u
t
h
e
r
n
N
o
r
f
o
l
k
N
o
rf
o
l k
S
o
u
t h
e
r n
C
o
r p
.
85
29
29
29
85
85
Salisbury
of
Satellite
R o w a n
County
Airport
01
0
6
T
_
P
1
0
b
-0 .6 4
+5 .6 0
C
C
C
C
C
C
C
C
C
F
C
F
F
C
F
C
C
F
F C
F
C
F
F
F
F
F
F
F
F
F
F
7 6 5 7 6 5
7 6 5
7 7 0
7 7 0
7 7 0
7 7 0
7 7 0
7 7 0
7
7
0
7 7 0
7
7
0
7 7 0
7 7 0
7 7 0
7
7
0
7 7 0
7
7
0
7 7 5
7 7 5
7 7 5
7
7
5
7 7 5
7 7 5
7 7 5 7
7
5
7 7 5
7 7 5
7 7 5
7 7 5 7 7 5
7 7 5
7
7
5
7 7 5 7 7 5 7 7 5
7 7 5 7 7 5 7
7
5
7
7
5
7 7 5
7
7
5
7
7
5
7 8 0
7
8
0
7
8
0
7 8 0
7 8 0
7 8 0
7 8 0
7 8 0 7 8 0
7 8 0
7
8
0
7
8
0
780
7
8
0
7
8
0
7 8 0
7
8
0
7
8
0
7
8
5
7 8 5
7 8 5
7 8 5
7 8 5
7 8 5
7 8 5
7 8 5
7 8 5
7
8
5
7
8
5
7
8
5
7
8
5
7 8 5
7 8 5
7
9
0
7
9
0
7
9
0
7
9
0 7 9 0
7 9 0
7
9
0
7 9 0
7 9 0
7
9
0
7
9
0
7 9 0
790
7 9 5 L = 3 7 3 .0 7 ’
T = 1 9 5 .7 0 ’
R = 5 0 0 .0 0 ’
PI Sta 30+82.33
D
L = 745.43’
T = 399.27’
R = 840.00’
2
5
3
0
3
5
-
Y 2
-
P
T
2
3
+
9
6
.4
1
-Y 2 - P C 2 6 +8 3 .0 6
-Y2- PT 34+28.49
PI Sta 19+60.26
D
L = 1,018.75’
T = 582.60’
R = 840.00’
-Y2- -Y2-
-Y
2
-
2
4 ’
0
6
0
0
0
1
0
1
0
5
0
4
0
3
0
2
0
1
0
0
0
1
0
2
0
2
T
Y
P
2 5 ’
0
2
0
3
0
4
0
5
0
6
T
Y
P
2 5 ’
0
6
T Y P 2 5 ’
0
5
G R A U -3 5 0
G R A U -3 5 0
PROPOSED GUARDRAIL
PROPOSED GUARDRAIL
SE = .06 SE = .06
0
2
0
3
0
4
1 6 ’
1 6
’
2
4
’
2
7
0
’ T A P E R
L T
a
n
d
R T
P
S
4 ’
+
3
7 .
3
4
2 G I
SEE DETAIL B
SPECIAL CUT DITCH
F R O M -Y B - S T A . 1 9 +5 0 R T T O -Y B - S T A . 2 1 +0 0 R T
( N o t t o S c a l e )
L A T E R A L B A S E D I T C H
F R O M -Y 2 1 - S T A . 2 6 +6 5 R T T O -Y 2 1 - S T A . 2 8 +5 7 R T
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2 :
1 D
FROM -Y2- STA. 29+65 LT TO -Y2- STA. 32+00 LT
Min. D= 1.5 Ft.
DETAIL D
Ground
Natural
F l a t t e r 4 :1 o r
Slope
Fill
LATERAL ’V’ DITCH
( Not to Scale)
D
2 :
1 2 :1
b
1 "/F t .
FROM -Y2- STA. 32+00 LT TO -Y2- STA. 34+50 LT
b= 5 Ft.
Min. D= 1.5 Ft.
DETAIL E
Ground
Natural
Slope
Fill
HW 0501
0502
0503
0504
1
5
"
3 0 S Y G T E S T 1 7 T O N S C L A S S I R I P R A P
F R O M -Y B - S T A . 2 2 +6 7 R T T O -Y B - S T A . 2 4 +0 0 R T
F R O M -Y B - S T A . 2 2 +0 0 L T T O -Y B - S T A . 2 4 +0 0 L T
F R O M -Y B - S T A . 1 8 +0 0 R T T O -Y B - S T A . 1 9 +5 0 R T
F R O M -Y B - S T A . 1 8 +2 5 L T T O -Y B - S T A . 1 9 +5 0 L T
S P E C I A L C U T D I T C H D E T A I L B
M i n . D = 1 F t .
F l a t t e r 4 :1 o r
D
( Not to Scale)
SPECIAL CUT DITCH
DETAIL B
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
o r
F l a t t e r
2 :
1
FROM -Y2- STA. 28+00 LT TO -Y2- STA. 29+65 LT
FROM -Y2- STA. 22+00 RT TO -Y2- STA. 23+50 RT
FROM -Y2- STA. 22+00 LT TO -Y2- STA. 24+00 LT
SEE DETAIL H
SLOPE = 5.7%; L=55’
DDE = 40 CY
EST 110 SY GT
EST 75 TONS
W/ CLASS I RIP RAP
4’ BASE HEAD DITCH
PSRM
20’ X 10’
EST 7 SY GT
EST 2 TONS
CLASS B RIP RAP
SEE DETAIL D
V DITCH
SPECIAL LATERAL
1 5 "
PSRM
20’ X 10’
SEE DETAIL P
S = 10.0%, L =30’
DDE = 5 CY
EST 14 SY GT
EST 7 TONS
W/ CLASS B RIP RAP
TAIL ’V’ DITCH
0505
5 4 " R C P -I V
INVERT 1’
BURY
INVERT 1’
BURY
F R O M S T A . 2 2 +0 0 T O S T A . 2 6 +6 5 -Y 2 1 - R T
F R O M S T A . 3 4 +5 0 T O S T A . 4 1 +0 0 -Y 2 - L T
F i l l S l o p e 2 :1 o r F l a t t e r
T y p e o f L i n e r = C l a s s B R i p -R a p
FROM STA. 34+50 TO STA. 35+00 -Y2- LT
FROM STA. 28+00 TO STA. 29+80 -Y2- RT
F i l l S l o p e 2 :1 o r F l a t t e r
b= 5 Ft.
d= 1 Ft.
Type of Liner= Class B Rip-Rap
b
DETAIL F
Ground
Natural
Geotextile
( Not to Scale)
TOE PROTECTION
d
2 :1 2 :
1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
STA. 29+70 -Y2- LT
STA. 27+80 -Y2- RT
Geotextile
DETAIL H
B= 4’ Ft.
Max. d= 2 Ft.
Min. D= 2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0’
Type of Liner= Class I Rip-Rap
2 :1 2 :
1
D
( Not to Scale)
d
STANDARD ’V’ DITCH
STA. 26+92 -Y2- LT
Type of Liner= Class ’B’ Rip-Rap Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL P
Ground
Natural
Ground
Natural
Geotextile
SEE DETAIL E
DDE = 115 CY
LATERAL V DITCH
SEE DETAIL F
EST 190 SY GT
EST 63 TONS
W/ CLASS B RIP RAP
TOE PROTECTION
SEE DETAIL F
EST 53 SY GT
EST 18 TONS
W/ CLASS B RIP RAP
TOE PROTECTION
15" W/ELBOW
B
2 :1 2 :
1 D
( Not to Scale)
STANDARD BASE DITCH
STA. 27+90 -Y2- RT
Ground
Natural
Ground
Natural
DETAIL L
B=3’ TO 4’ Ft.
Min. D=2 Ft.
SEE DETAIL L
SLOPE = 0.5%; L=50’
DDE = 20 CY
4’ TO 3’ BASE TAIL DITCH
BANKS ONLY
EST 15 SY GT
EST 10 TONS
CLASS I RIP RAP
LEGEND
PAVED SHOULDER
N A D
8 3
/ N S R S
2 0 0 7
-
M
A
T C
H
L I N
E -
S
T A
. 2
2
+
0
0
.0
0
-
Y 2
-
S
E E
S
H
E E T
N
O
. 4
FOR -Y2- PROFILE SEE SHEET 16
-
M
A
T
C
H
L I
N
E -
S
T
A . 3
5
+
0
0 .0
0 -
Y
2 -
S
E
E
S
H
E
E
T
N
O . 6
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
5 P-5206A
$
$
$
$
$
$
S
Y
S
T
I M
E
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
D
G
N
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
D
C
N
R
E
V
I S
I O
N
S
NC License No: F-0258
An Company
5
v
v
v
S O I L
G R V
6 ’ C H L w / 3 S B W
D I
1 2 " P L A S T I C
C O N C
R E T A I N I N G W A L L
V A R H T B L K
G
R
V
M
T L P O S T S
G A T E
7 2 " C H L W / 3 S B W
L T
C O N C .C O N C .
B E A T R I C E B . S T I L L E R
D B 4 0 5 P G 1 8 9
8 5 4 .5 2 ’
E I P
E I P
5 0 ’ A C C E S S E
A S E
M E
N T
P E R
D B 9 5 7 , P
G . 3 8
3 1 2 .4 9 ’
P E R D B 9 5 7 , P G . 3 8
5 0 ’ A C C E S S E A S E M E N T
2 8 7 .0 0 ’
2 2 2 .5 1 ’
2 5 2 .4 2 ’
3 4 4 .1 1 ’
1 0 1 7 .8 3 ’
E
L
E
V
=
7
7
6
.0
5
-0
.
6
4
+
5
.
6
0
S
T
A
. 2
8
+
4
7
.9
3
S
A
G
1 8
"
R I D G E
R I D G E
R I D G E
W E T L A N D
N O C O N S E N T R A T E D F L O W
O V E R L A N D F L O W 7 6 8 .3 8
7 7 1 .4 0
7 7 2 .0 3
7 7 2 .8 6
7 6 7 .4 1
7 6 9 .2 9
7 6 9 .2 9 (I N
V )
7 7 1 .1 2 (T
O P )
9’
1.5’
0.3’
4’
5’
2’
0.1’
3’
7A
8A
9A
7A
7A
65.00’
+96.41
80.00’
+96.41
70.00’
+83.06
65.00’
+25.00
80.00’
+10.00
70.00’
+00.00
70.00’
+00.00
65.00’
+00.00
75.00’
+00.00
70.00’
+00.00
80.00’
+28.49
100.00’
+55.00
70.80’
+33.81
70.00’
+91.38
40.00’
+25.00
100.00’
+70.00
73.97’
+30.00
65.00’
+00.00
40.00’
+50.00
50.00’
+00.00
40.00’
+83.06
80.00’
+50.00
40.00’
+83.06
62.97’
+28.15
65.00’
+65.05
TO STA. 35+28 -Y2- LT
SBG FROM STA. 32+00
T O S T A . 3 6 +1 0 -Y 2 - R T
S T A . 2 8 +7 5 -Y 2 1 - L T
S B G F R O M