site 8 - saw.usace.army.mil...ro d o w s and lug sta. 23+05 -y4- (rt.) w/ elbows rod and lug sta....
TRANSCRIPT
GRAPHIC SCALE
0’ 100’100’
DENOTES FILL INWETLANDF F
S SSURFACE WATER
DENOTES IMPACTS IN
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
E E IN WETLANDDENOTES EXCAVATION
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
SITE 8
~ ~
SITE 8A
SITE 5A
SITE 5B
SITE 6A
SITE 7
SITE 6SITE 5
TS
S
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
02550 50 100
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7 U-2525B
6/2/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
SEE SHEET 24 -Y4- STA. 16+00.00MATCHLINE
STA. 11
+00
-Y5-
TO
PLO
T FU
LL SI Z
E 62"X34"
MA
TC
HLIN
E -L- STA. 66+
00.0
0 SEE S
HEET 6
MA
TC
HLIN
E -L- STA. 94+
00.0
0 SEE S
HEET 8
SEE SHEET 42 FOR -L- PROFILESEE SHEET 54 & 55 FOR -Y4- PROFILESEE SHEET 56 & 57 FOR -Y4RPA- PROFILESEE SHEET 57 & 58 FOR -Y4RPB- PROFILESEE SHEET 58 & 59 FOR -Y4RPC- PROFILESEE SHEET 59 & 60 FOR -Y4RPD- PROFILE
SEE SHEET
25
MATCHLINE -Y4- S
TA. 31+
50.00
SEE SHEET 60 FOR -Y5- PROFILE
SEE SHEET 2-J FOR BRIDGE SKETCH
2GIFS
2GIFS
2GI
FS
2GI
2GI2GI
2GI
15" C
SP
15" CSP 2GI
0.08 Acp
DA
REMOVE
REMOVE
GRADE TO DRAIN
C Proposed DitchL
S etc.
GI
Outside Ditch
10:1 20:1
Traffic Flow
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
S = Ditch Slope
@ STA. 14+98 -Y4RPB- (LT)
@ STA. 72+48 -L- (LT)
@ STA. 15+48 -Y4RPA- (RT)@ STA. 18+98 -Y4RPC- (LT)@ STA. 74+98 -L- (RT)
20:1
10:1Traffic Flow
Outside Ditch
0.5’
Min.
GI
etc.
C Proposed DitchLS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
1.0’
Max.
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
C Proposed DitchL
2’
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
DD
D D
D20’L (See Chart Below)
@ STA. 72+48 -L- (MED)
Natural Natural
Ground Ground3:1 3:1
D
( Not to Scale)
STANDARD ’V’ DITCH
DETAIL L
Min. D= 0.5 Ft.
FROM STA. 12+77 TO STA. 14+16 -Y4RPD- (LT)FROM STA. 13+36 TO STA. 14+45 -Y4RPA- (RT)
SEE DETAIL "L"STANDARD "V" DITCH
STANDARD "V" DITCHSEE DETAIL "L"
B
Natural Natural Ground Ground
3:13:1 D
( Not to Scale)
DETAIL H
FROM STA. 74+28 TO STA. 79+12 -L- (LT)
STANDARD 2’ BASE DITCH
B= 2.0 Ft.
Min. D= 2.5 Ft.
SEE DETAIL "H"STANDARD 2’ BASE DITCH
SEE DETAIL "L"
FROM STA. 25+72 TO STA. 27+00 -Y4- (LT)
DETAIL P
DETAIL R
DETAIL Q
2GI
2GIFS
FS
2GI
FS
2GI
2GI
FS 2GI
2GI
FS
2GI
2GI
FS
W/ ELB
OWSRO
D AND
LUG
STA. 23+05 -Y4- (RT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 23+05 -Y4- (RT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 26+50 -Y4- (RT.)END SBG @
2GI
2GI
2GI
W/ ELBOWSROD AND LUG
EST. 37 SY FABRICEST. 15 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 28 SY FABRICEST. 11 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STANDARD "V" DITCH
5’x10’RIPRAP PAD
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
REMOVE
REMOVE
5’x10’RIPRAP PAD
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
5’x10’RIPRAP PAD
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STA. 27+35 -Y4- (RT.)END SBG @
15" CSP
15" CSP
Natural Natural
Ground Ground
D
( Not to Scale)
EXISTING BANKEXI
STING
BANK
PIPE OUTLET CHANNEL
(Variable)
CHANNEL BED
d= 1.0 Ft.
Est.= 4 Tons of Class "B" Rip-Rap
D=4.0 Ft.
Length= 10 Ft.
DETAIL VV
SEE DETAIL "VV"CLASS "B" RIP RAP
STA. 21+00 -Y4RPB- (LT)
PSH
SEE DETAIL SHEET 2-L
PSHSEE DETAIL SHEET 2-L
PSHSEE DETAIL SHEET 2-L
@ STA. 81+98 -L- (MED)@ STA. 92+02 -L- (MED)
@ STA. 14+98 -Y4RPC- (RT)
SHEETS 6 - 7SEE ON-SITE MITIGATION PLANS
BEG. APP. SLABEND SBG
BEG. APP. SLABEND SBG
END APP. SLABBEGIN SBG
END APP. SLABBEGIN SBG
2GI
REMOVE
REMOVE
18"
RCP-III
15" RC
P-III
24" RC
P-III
18" RCP-III
18" RCP-III
24" RC
P-IV
24" RC
P-IV
18" R
CP-IV
18" R
CP-IV
15" RCP-IV
36" RC
P-III
36" RC
P-III
42" RC
P-IV
42" RC
P-IV
15" RCP-IV
18" R
CP-V
18" R
CP-V
15" RCP-IV
15" RC
P-IV
15" RC
P-III
15" RC
P-III
15"
15"
15"
15"
24"
24"
24"
24"
15"
HW
HW
48" R
CP-IV
HW
DI
DI
STA. 2
0+15
-Y4RPB
- (LT.)
END
SBG @
STA. 16+95 -Y4- (RT.)BEGIN SBG @
PERMANENT INSTALLATION
ROCK PIPE INLET SEDIMENT TRAP TYPE ’A’
SEE DETAIL "C"
24"
RCP-IV
CLASS"B" RIPRAP
TOE PROTECTION
42 SQYDS FILTER FAB.EST. 97 TONS
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 21+08 TO STA. 24+33 -L- (RT)
b
b
b
b
c
b
b
b
c
O
F
b
b
O
INFORMATION
END OF
6" S
TEEL
6" S
TEEL
6" S
TEEL
NAD 83
-Y4-
-Y4RPC-
-Y4RPD-
SE = .07
SE = .07
-Y4RPB-
-Y4RPA--L-
L = 4,420.01’
PI Sta 79+71.67
D
T = 2,326.53’
R = 5,730.00’
SE = .04
PI Sta 17+37.59
= 13° 59’ 43.4" (LT)D
D = 1° 30’ 28.0"
L = 928.21’
T = 466.43’
R = 3,800.00’
SE = 02
-Y4- POT STA. 24+56.70
-L- POC STA. 80+74.41=
-Y4- PTSta. 21+99.38
70+00
75+00
80+00
85+00
90+00
20+00
25+00
30+00
-Y4RPC-
-Y4RPD-
SE = .08
SE = .08 SE = .06
SE = .06
SE = .06
SE = .06
LT = 133.35’
PIs Sta 11+33.35
F
Ls = 200.00’
ST = 66.69’R = 1,800.00’
PI Sta 14+41.55
D
L = 480.22’
T = 241.55’
LT = 133.35’
PIs Sta 17+46.91
F
Ls = 200.00’
ST = 66.69’
LT = 133.51’
PIs Sta 20+13.73
F
Ls = 200.00’
ST = 66.83’
PI Sta 22+15.97
D
L = 267.37’
T = 135.74’
R = 628.00’
LT = 133.35’
PIs Sta 11+33.35
F
Ls = 200.00’
ST = 66.69’
R = 1,800.00’
PI Sta 14+50.19
D
L = 497.20’
T = 250.19’ ST = 66.69’
PIs Sta 17+63.88
F
Ls = 200.00’
LT = 133.35’ LT = 133.51’
PIs Sta 20+30.71
F
Ls = 200.00’
ST = 66.83’
PI Sta 22+62.79
D
L = 323.82’
T = 165.60’
R = 628.00’
-Y4RPB-
-L- POCSta. 66+96.59 47.00’ RT.
-Y4RPC- ST Sta. 10+00.00 =
-Y4RPC- SC Sta. 12+00.00
-Y4RPD- PT Sta. 23+47.60
-Y4RPD- SC Sta. 20+80.22
-Y4RPC- PT Sta. 24+21.02
-Y4RPC- SC Sta. 20+97.20
-Y4RPC- SRS Sta. 18+97.20
-Y4RPC- CS Sta. 16+97.20
-Y4RPD- POT Sta. 25+37.60 -Y4RPD- SRS Sta. 18+80.22
-Y4RPD- CS Sta. 16+80.22
15+00
20+00
25+00
25+00
20+0
0
15+0
0
-Y4- POT Sta. 28+90.33 =-Y4- POT Sta. 28+90.37 =
-Y4RPC- POT Sta. 26+11.02
-Y4RPA- SC Sta. 23+28.89
-Y4RPA- SRS Sta. 21+28.89
-Y4RPA- CS Sta. 19+18.89
-Y4RPA- PT Sta. 25+35.26
-Y4RPB- CS Sta. 19+04.16
-Y4RPB- SRS Sta. 21+14.16
-Y4RPB- SC Sta. 23+14.16-Y4RPB- PT Sta. 24+62.76
PIs Sta 11+26.24
F
F
Ls = 210.00’
LT = 126.24’
ST = 83.90’
PI Sta 15+64.37
D
L = 694.16’
T = 354.37’
R = 1,400.00’
PIs Sta 19+74.20
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PIs Sta 22+47.60
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
PI Sta 23+88.67
D
L = 148.60’
T = 74.51’
R = 800.00’
PI Sta 15+72.22
D
L = 708.89’
T = 362.22’
R = 1,400.00’
PIs Sta 19+88.92
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PIs Sta 22+62.33
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
D
PI Sta 24+32.65
L = 206.38’
T = 103.76’
R = 800.00’
15+00
-Y4RPA- POT Sta. 27+25.26
-Y4- POC Sta. 20+04.60 =
-Y4- POC Sta. 20+04.80 =
-Y4RPB- POT Sta. 26+52.76
25+00
20+0
0
15+00
20+00
25+00
-Y4-
-Y4RPA-
-Y4RPD- SC Sta. 12+00.00
PI Sta 14+43.47
D
L = 185.06’
T = 92.60’
R = 2,000.00’
PI Sta 16+25.44
D
L = 29.83’
T = 14.91’
R = 2,000.00’
-Y5- PC Sta. 13+50.87
-Y5- PT Sta. 15+35.93
-Y5- PC Sta. 16+10.52
-Y5- PT Sta. 16+40.35
-Y5- POT Sta. 16+95.82
-Y5-
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
CC C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
F
CC
CC
CC
C F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
C
C
C
C
C
C
C
C
C
CC
F
F
F
FF
FF
F
F
C
C
C
C
C
C
FF
F
F
FFF
F
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F F
C
C
C
C
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
FF
CHORD
CHORD
+80.00 -Y4-
105.00’50.00’
+20.00 -Y4-
105.00’50.00’
CHORD
RETAIN EXIST.
R/W
100’ PR
OP. R/W
-Y5-
RETAIN EXIST. R/W
RETAIN EXIST. R/W
CHORD
+00.00 -Y4-
105.00’
+18.00 -Y4RPB-
90.00’
@ PROP. R/W
50.00’
+90.00 -Y5-
55.00’@ EXIST. R/W
CHORD
CHORD
+96.59 -L-
+00.00 -Y4RPC-
+97.20 -Y4RPC-
+97.20 -Y4RPC-
+21.02 -Y4RPC-
+14.16 -Y4RPB-
+62.76 -Y4RPB-
+47.60 -Y4RPD-
+80.22 -Y4RPD-
+80.22 -Y4RPD-
+00.00 -Y4RPD-
+35.26 -Y4RPA-
+28.89 -Y4RPA-
+18.89 -Y4RPA-
150.00’
90.00’
+30.00 -Y4-
+15.00 -Y4-50.00’
90.00’
90.00’
90.00’
90.00’
90.00’
50.00’ 90.00’
90.00’
90.00’
90.00’
90.00’
90.00’
90.00’
+50.00 -Y4RPB-
90.00’
90.00’
50.00’
+75.00 -Y4-
+80.00 -Y4-
105.00’50.00’
+20.00 -Y4-
105.00’50.00’
90.00’
CHORD
+25.00 -Y4RPA-
90.00’
90.00’
135.00’
+70.00 -Y4RPA-
@ EXIST. R/W
90.00’
END C/A FENCE
+25.00 -Y4RPD-
+40.00 -Y4-
+10.00 -Y4RPC-
+40.00 -Y4-
50.00’
@ EXIST. R/W
@ EXIST. R/W
RETAIN EXIST.
R/W
@ PL
+25.00 -EY4-
80.00’
100’ PR
OP. R/W
+15.00 -Y4RPB-
292.00’
+14.16-Y4RPB-
+90.00 -Y4RPB-139.00’
90.00’
BEGIN C/A FENCE
RETAIN EXIST. R/W
RETAIN EXIST. R/W
+28.89-Y4RPA-
90.00’
+97.20 -Y4RPC-
90.00’
+80.22 -Y4RPD-90.00’
80.00’
CHORD
+00.00 -Y5-
@ EXIST. R/W
+00.00 -Y4-
105.00’
+18.00 -Y4RPB-
90.00’
@ PROP. R/W
50.00’
+90.00 -Y5-
55.00’@ EXIST. R/W
@ EXIST. R/W
+36.65 -EY4-
4
4
7
7
13
24
23
22
21
20
18
18
13
19
17
10
16
15
15
14
10
12
+98.00 -EY4-
@ PROP. R/W
80.00’
19A
-Y4-
-Y4RPC-
-Y4RPD-
SE = .07
SE = .07
-Y4RPB-
-Y4RPA--L-
L = 4,420.01’
PI Sta 79+71.67
D
T = 2,326.53’
R = 5,730.00’
SE = .04
PI Sta 17+37.59
= 13° 59’ 43.4" (LT)D
D = 1° 30’ 28.0"
L = 928.21’
T = 466.43’
R = 3,800.00’
SE = 02
-Y4- POT STA. 24+56.70
-L- POC STA. 80+74.41=
-Y4- PTSta. 21+99.38
70+00
75+00
80+00
85+00
90+00
20+00
25+00
30+00
-Y4RPC-
-Y4RPD-
SE = .08
SE = .08 SE = .06
SE = .06
SE = .06
SE = .06
LT = 133.35’
PIs Sta 11+33.35
F
Ls = 200.00’
ST = 66.69’R = 1,800.00’
PI Sta 14+41.55
D
L = 480.22’
T = 241.55’
LT = 133.35’
PIs Sta 17+46.91
F
Ls = 200.00’
ST = 66.69’
LT = 133.51’
PIs Sta 20+13.73
F
Ls = 200.00’
ST = 66.83’
PI Sta 22+15.97
D
L = 267.37’
T = 135.74’
R = 628.00’
LT = 133.35’
PIs Sta 11+33.35
F
Ls = 200.00’
ST = 66.69’
R = 1,800.00’
PI Sta 14+50.19
D
L = 497.20’
T = 250.19’ ST = 66.69’
PIs Sta 17+63.88
F
Ls = 200.00’
LT = 133.35’ LT = 133.51’
PIs Sta 20+30.71
F
Ls = 200.00’
ST = 66.83’
PI Sta 22+62.79
D
L = 323.82’
T = 165.60’
R = 628.00’
-Y4RPB-
-L- POCSta. 66+96.59 47.00’ RT.
-Y4RPC- ST Sta. 10+00.00 =
-Y4RPC- SC Sta. 12+00.00
-Y4RPD- PT Sta. 23+47.60
-Y4RPD- SC Sta. 20+80.22
-Y4RPC- PT Sta. 24+21.02
-Y4RPC- SC Sta. 20+97.20
-Y4RPC- SRS Sta. 18+97.20
-Y4RPC- CS Sta. 16+97.20
-Y4RPD- POT Sta. 25+37.60 -Y4RPD- SRS Sta. 18+80.22
-Y4RPD- CS Sta. 16+80.22
15+00
20+00
25+00
25+00
20+0
0
15+0
0
-Y4- POT Sta. 28+90.33 =-Y4- POT Sta. 28+90.37 =
-Y4RPC- POT Sta. 26+11.02
-Y4RPA- SC Sta. 23+28.89
-Y4RPA- SRS Sta. 21+28.89
-Y4RPA- CS Sta. 19+18.89
-Y4RPA- PT Sta. 25+35.26
-Y4RPB- CS Sta. 19+04.16
-Y4RPB- SRS Sta. 21+14.16
-Y4RPB- SC Sta. 23+14.16-Y4RPB- PT Sta. 24+62.76
PIs Sta 11+26.24
F
F
Ls = 210.00’
LT = 126.24’
ST = 83.90’
PI Sta 15+64.37
D
L = 694.16’
T = 354.37’
R = 1,400.00’
PIs Sta 19+74.20
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PIs Sta 22+47.60
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
PI Sta 23+88.67
D
L = 148.60’
T = 74.51’
R = 800.00’
PI Sta 15+72.22
D
L = 708.89’
T = 362.22’
R = 1,400.00’
PIs Sta 19+88.92
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PIs Sta 22+62.33
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
D
PI Sta 24+32.65
L = 206.38’
T = 103.76’
R = 800.00’
15+00
-Y4RPA- POT Sta. 27+25.26
-Y4- POC Sta. 20+04.60 =
-Y4- POC Sta. 20+04.80 =
-Y4RPB- POT Sta. 26+52.76
25+00
20+0
0
15+00
20+00
25+00
-Y4-
-Y4RPA-
-Y4RPD- SC Sta. 12+00.00
PI Sta 14+43.47
D
L = 185.06’
T = 92.60’
R = 2,000.00’
PI Sta 16+25.44
D
L = 29.83’
T = 14.91’
R = 2,000.00’
-Y5- PC Sta. 13+50.87
-Y5- PT Sta. 15+35.93
-Y5- PC Sta. 16+10.52
-Y5- PT Sta. 16+40.35
-Y5- POT Sta. 16+95.82
-Y5-
NAD 83/ 95-Y5-
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
CC C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
F
CC
CC
CC
C F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
C
C
C
C
C
C
C
C
C
CC
F
F
F
FF
FF
F
F
C
C
C
C
C
C
FF
F
F
FFF
F
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F F
C
C
C
C
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
FF
F
F
2GIFS
2GIFS
2GI
FS
2GI
2GI2GI
2GI
15" C
SP
15" CSP 2GI
0.08 Acp
DA
REMOVE
REMOVE
GRADE TO DRAIN
C Proposed DitchL
S etc.
GI
Outside Ditch
10:1 20:1
Traffic Flow
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
S = Ditch Slope
@ STA. 14+98 -Y4RPB- (LT)
@ STA. 72+48 -L- (LT)
@ STA. 15+48 -Y4RPA- (RT)@ STA. 18+98 -Y4RPC- (LT)@ STA. 74+98 -L- (RT)
20:1
10:1Traffic Flow
Outside Ditch
0.5’
Min.
GI
etc.
C Proposed DitchLS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
1.0’
Max.
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
C Proposed DitchL
2’
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
DD
D D
D20’L (See Chart Below)
@ STA. 72+48 -L- (MED)
Natural Natural
Ground Ground3:1 3:1
D
( Not to Scale)
STANDARD ’V’ DITCH
DETAIL L
Min. D= 0.5 Ft.
FROM STA. 12+77 TO STA. 14+16 -Y4RPD- (LT)FROM STA. 13+36 TO STA. 14+45 -Y4RPA- (RT)
SEE DETAIL "L"STANDARD "V" DITCH
STANDARD "V" DITCHSEE DETAIL "L"
B
Natural Natural Ground Ground
3:13:1 D
( Not to Scale)
DETAIL H
FROM STA. 74+28 TO STA. 79+12 -L- (LT)
STANDARD 2’ BASE DITCH
B= 2.0 Ft.
Min. D= 2.5 Ft.
SEE DETAIL "H"STANDARD 2’ BASE DITCH
SEE DETAIL "L"
FROM STA. 25+72 TO STA. 27+00 -Y4- (LT)
DETAIL P
DETAIL R
DETAIL Q
2GI
2GIFS
FS
2GI
FS
2GI
2GI
FS 2GI
2GI
FS
2GI
2GI
FS
W/ ELB
OWSRO
D AND
LUG
STA. 23+05 -Y4- (RT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 23+05 -Y4- (RT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 26+50 -Y4- (RT.)END SBG @
2GI
2GI
2GI
W/ ELBOWSROD AND LUG
EST. 37 SY FABRICEST. 15 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 28 SY FABRICEST. 11 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STANDARD "V" DITCH
5’x10’RIPRAP PAD
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
REMOVE
REMOVE
5’x10’RIPRAP PAD
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
5’x10’RIPRAP PAD
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STA. 27+35 -Y4- (RT.)END SBG @
15" CSP
15" CSP
Natural Natural
Ground Ground
D
( Not to Scale)
EXISTING BANKEXI
STING
BANK
PIPE OUTLET CHANNEL
(Variable)
CHANNEL BED
d= 1.0 Ft.
Est.= 4 Tons of Class "B" Rip-Rap
D=4.0 Ft.
Length= 10 Ft.
DETAIL VV
SEE DETAIL "VV"CLASS "B" RIP RAP
STA. 21+00 -Y4RPB- (LT)
PSH
SEE DETAIL SHEET 2-L
PSHSEE DETAIL SHEET 2-L
PSHSEE DETAIL SHEET 2-L
@ STA. 81+98 -L- (MED)@ STA. 92+02 -L- (MED)
@ STA. 14+98 -Y4RPC- (RT)
SHEETS 6 - 7SEE ON-SITE MITIGATION PLANS
BEG. APP. SLABEND SBG
BEG. APP. SLABEND SBG
END APP. SLABBEGIN SBG
END APP. SLABBEGIN SBG
2GI
REMOVE
REMOVE
18"
RCP-III
15" RC
P-III
24" RC
P-III
18" RCP-III
18" RCP-III
24" RC
P-IV
24" RC
P-IV
18" R
CP-IV
18" R
CP-IV
15" RCP-IV
36" RC
P-III
36" RC
P-III
42" RC
P-IV
42" RC
P-IV
15" RCP-IV
18" R
CP-V
18" R
CP-V
15" RCP-IV
15" RC
P-IV
15" RC
P-III
15" RC
P-III
15"
15"
15"
15"
24"
24"
24"
24"
15"
HW
HW
48" R
CP-IV
HW
DI
DI
STA. 2
0+15
-Y4RPB
- (LT.)
END
SBG @
STA. 16+95 -Y4- (RT.)BEGIN SBG @
PERMANENT INSTALLATION
ROCK PIPE INLET SEDIMENT TRAP TYPE ’A’
SEE DETAIL "C"
24"
RCP-IV
CLASS"B" RIPRAP
TOE PROTECTION
42 SQYDS FILTER FAB.EST. 97 TONS
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 21+08 TO STA. 24+33 -L- (RT)
15" CONC
36" CMP
36" C
MP
24" C
LA
Y
DEREK L. HARRIS
DARRELL DWAYNE LEVAN
NCDOT
DIANE R. WILSON
NCDOT
Albert L. Rhew Jr.
CYNTHIA S. RUSSEL
LELAND R. RUSSEL &
& MARTHA ANDERSON
STEPHEN J. ANDERSON
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
60’ R
/W
60’ R/
W
GARY W. NEAL
CITY OF GREENSBORO
Loyd A. Whitesell
& ANNIE L. RICH
JERRY N. RICH
CITY OF GREENSBORO
EXIS
TIN
G
R/
W
Loyd A. Whitesell
Robert L. Mefford
EIP
EIP
ALBERT L. RHEW LIVING TRUST
ALBERT L. RHEW LIVING TRUST
DEBORAH ANN PAYNE
COBLE LIVING TRUST
COBLE LIVING TRUST
ANNIE L. RICH
JERRY N. RICH &
DAVID A. CRABTREE
CHARLOTTE V. STEWART
KATHY L. GREENE
MICHAEL L. GREENE &GARY W. NEAL
0504018900397W005
DARRELL D. LEVAN
Charles C. Drye Sr.
EIP
NCDOT
ALBERT L. RHEW JR.
15" CONC
24" C
LA
Y
36" CMP
36" C
MP
347
73
GR
72" W
D
PL
AS
TIC
48"
72" C
HL
72" C
HL 72
" CHL
72" W
D
12" CONC
26
27
29
337
338
339
340
341
342
12" CONC
15" CONC
12" CONC
SR 2829 OAKLEIGH RD 17’ BST
GR
GR
18" C
ONC
48" C
HL
50" W
D
50" W
D
48" W
W
60" CHL
28
15" C
ONC
15" C
ONC
63
65
12" C
ONC
12" C
ONC
15" C
ONC
72"
WD
66
69
68
71
72
60" CHL
12" C
ONC
336
48" CONC
S
GR
CO
NC
18"
345
18" C
ONC
18" C
ONC
343
14
13
48" CHL
48" PLASTIC
RAIL
LT
vv
v v
v
v
v v
v
v
v
v
v
v
v
v
HTR
W/LT
1SBKD
W/LT
FLAGPOLE
CONC
G
G
G
CONC
1SFD
S
S
G
SS
S
1SFD
CONC
S
S
1SFBUS
1SFD
1SFD
W/LT
GR
GR
S
CONC
S
S
POOL
DK
WD
1SFD
GR
FOUND
1SFD
S
B
W/LT
S
S
G
1SFD
S
16’ BST
BST
1SFD
G
CONC
1SFD
W/LTW/LT
1SFD
GR
GR
GR
GR
S
1SFBUS
1SFD
G
S
LT
GR
GR
GR
S
(ABAND)
1SFD
GR
1SFD
LT
GR
S
2SFD
1SF
MT
L
MARKERS
CEMETERY
POSSIBLE GRAVE
GR
LT
CONC
1SFD
GR
GR
GR
BST
GR
GR
GR
z
z
X
X
X
X
X
X
X
X
XXX O
X
X
X X X
X
X
X
X X
X
X XX
X
X
OX
X
XX
X
X
X X
X
X
X
S
15" CONC
GR
P
XX
XX
XX
X XX
X X X X X
XX X X
XX XX
XX X X
XXXX
XX
XX
XXX X
X
X XX
XX
B
G
G
S
S
S
GRAPHIC SCALE
0’ 100’100’
DENOTES FILL INWETLANDF F
S SSURFACE WATER
DENOTES IMPACTS IN
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
E E IN WETLANDDENOTES EXCAVATION
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
SITE 8
~ ~
SITE 8A
SITE 5A
SITE 5B
SITE 6A
SITE 7
SITE 6SITE 5
TS
S
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
02550 50 100
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7 U-2525B
6/2/99
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
SEE SHEET 24 -Y4- STA. 16+00.00MATCHLINE
STA. 11
+00
-Y5-
TO
PLO
T FU
LL SI Z
E 62"X34"
MA
TC
HLIN
E -L- STA. 66+
00.0
0 SEE S
HEET 6
MA
TC
HLIN
E -L- STA. 94+
00.0
0 SEE S
HEET 8
SEE SHEET 42 FOR -L- PROFILESEE SHEET 54 & 55 FOR -Y4- PROFILESEE SHEET 56 & 57 FOR -Y4RPA- PROFILESEE SHEET 57 & 58 FOR -Y4RPB- PROFILESEE SHEET 58 & 59 FOR -Y4RPC- PROFILESEE SHEET 59 & 60 FOR -Y4RPD- PROFILE
SEE SHEET
25
MATCHLINE -Y4- S
TA. 31+
50.00
SEE SHEET 60 FOR -Y5- PROFILE
SEE SHEET 2-J FOR BRIDGE SKETCH
2GIFS
2GIFS
2GI
FS
2GI
2GI2GI
2GI
15" C
SP
15" CSP 2GI
0.08 Acp
DA
REMOVE
REMOVE
GRADE TO DRAIN
C Proposed DitchL
S etc.
GI
Outside Ditch
10:1 20:1
Traffic Flow
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
S = Ditch Slope
@ STA. 14+98 -Y4RPB- (LT)
@ STA. 72+48 -L- (LT)
@ STA. 15+48 -Y4RPA- (RT)@ STA. 18+98 -Y4RPC- (LT)@ STA. 74+98 -L- (RT)
20:1
10:1Traffic Flow
Outside Ditch
0.5’
Min.
GI
etc.
C Proposed DitchLS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
1.0’
Max.
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
C Proposed DitchL
2’
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
DD
D D
D20’L (See Chart Below)
@ STA. 72+48 -L- (MED)
Natural Natural
Ground Ground3:1 3:1
D
( Not to Scale)
STANDARD ’V’ DITCH
DETAIL L
Min. D= 0.5 Ft.
FROM STA. 12+77 TO STA. 14+16 -Y4RPD- (LT)FROM STA. 13+36 TO STA. 14+45 -Y4RPA- (RT)
SEE DETAIL "L"STANDARD "V" DITCH
STANDARD "V" DITCHSEE DETAIL "L"
B
Natural Natural Ground Ground
3:13:1 D
( Not to Scale)
DETAIL H
FROM STA. 74+28 TO STA. 79+12 -L- (LT)
STANDARD 2’ BASE DITCH
B= 2.0 Ft.
Min. D= 2.5 Ft.
SEE DETAIL "H"STANDARD 2’ BASE DITCH
SEE DETAIL "L"
FROM STA. 25+72 TO STA. 27+00 -Y4- (LT)
DETAIL P
DETAIL R
DETAIL Q
2GI
2GIFS
FS
2GI
FS
2GI
2GI
FS 2GI
2GI
FS
2GI
2GI
FS
W/ ELB
OWSRO
D AND
LUG
STA. 23+05 -Y4- (RT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 23+05 -Y4- (RT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 26+50 -Y4- (RT.)END SBG @
2GI
2GI
2GI
W/ ELBOWSROD AND LUG
EST. 37 SY FABRICEST. 15 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 28 SY FABRICEST. 11 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STANDARD "V" DITCH
5’x10’RIPRAP PAD
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
REMOVE
REMOVE
5’x10’RIPRAP PAD
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
5’x10’RIPRAP PAD
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STA. 27+35 -Y4- (RT.)END SBG @
15" CSP
15" CSP
Natural Natural
Ground Ground
D
( Not to Scale)
EXISTING BANKEXI
STING
BANK
PIPE OUTLET CHANNEL
(Variable)
CHANNEL BED
d= 1.0 Ft.
Est.= 4 Tons of Class "B" Rip-Rap
D=4.0 Ft.
Length= 10 Ft.
DETAIL VV
SEE DETAIL "VV"CLASS "B" RIP RAP
STA. 21+00 -Y4RPB- (LT)
PSH
SEE DETAIL SHEET 2-L
PSHSEE DETAIL SHEET 2-L
PSHSEE DETAIL SHEET 2-L
@ STA. 81+98 -L- (MED)@ STA. 92+02 -L- (MED)
@ STA. 14+98 -Y4RPC- (RT)
SHEETS 6 - 7SEE ON-SITE MITIGATION PLANS
BEG. APP. SLABEND SBG
BEG. APP. SLABEND SBG
END APP. SLABBEGIN SBG
END APP. SLABBEGIN SBG
2GI
REMOVE
REMOVE
18"
RCP-III
15" RC
P-III
24" RC
P-III
18" RCP-III
18" RCP-III
24" RC
P-IV
24" RC
P-IV
18" R
CP-IV
18" R
CP-IV
15" RCP-IV
36" RC
P-III
36" RC
P-III
42" RC
P-IV
42" RC
P-IV
15" RCP-IV
18" R
CP-V
18" R
CP-V
15" RCP-IV
15" RC
P-IV
15" RC
P-III
15" RC
P-III
15"
15"
15"
15"
24"
24"
24"
24"
15"
HW
HW
48" R
CP-IV
HW
DI
DI
STA. 2
0+15
-Y4RPB
- (LT.)
END
SBG @
STA. 16+95 -Y4- (RT.)BEGIN SBG @
PERMANENT INSTALLATION
ROCK PIPE INLET SEDIMENT TRAP TYPE ’A’
SEE DETAIL "C"
24"
RCP-IV
CLASS"B" RIPRAP
TOE PROTECTION
42 SQYDS FILTER FAB.EST. 97 TONS
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 21+08 TO STA. 24+33 -L- (RT)
b
b
b
b
c
b
b
b
c
O
F
b
b
O
INFORMATION
END OF
6" S
TEEL
6" S
TEEL
6" S
TEEL
NAD 83
-Y4-
-Y4RPC-
-Y4RPD-
SE = .07
SE = .07
-Y4RPB-
-Y4RPA--L-
L = 4,420.01’
PI Sta 79+71.67
D
T = 2,326.53’
R = 5,730.00’
SE = .04
PI Sta 17+37.59
= 13° 59’ 43.4" (LT)D
D = 1° 30’ 28.0"
L = 928.21’
T = 466.43’
R = 3,800.00’
SE = 02
-Y4- POT STA. 24+56.70
-L- POC STA. 80+74.41=
-Y4- PTSta. 21+99.38
70+00
75+00
80+00
85+00
90+00
20+00
25+00
30+00
-Y4RPC-
-Y4RPD-
SE = .08
SE = .08 SE = .06
SE = .06
SE = .06
SE = .06
LT = 133.35’
PIs Sta 11+33.35
F
Ls = 200.00’
ST = 66.69’R = 1,800.00’
PI Sta 14+41.55
D
L = 480.22’
T = 241.55’
LT = 133.35’
PIs Sta 17+46.91
F
Ls = 200.00’
ST = 66.69’
LT = 133.51’
PIs Sta 20+13.73
F
Ls = 200.00’
ST = 66.83’
PI Sta 22+15.97
D
L = 267.37’
T = 135.74’
R = 628.00’
LT = 133.35’
PIs Sta 11+33.35
F
Ls = 200.00’
ST = 66.69’
R = 1,800.00’
PI Sta 14+50.19
D
L = 497.20’
T = 250.19’ ST = 66.69’
PIs Sta 17+63.88
F
Ls = 200.00’
LT = 133.35’ LT = 133.51’
PIs Sta 20+30.71
F
Ls = 200.00’
ST = 66.83’
PI Sta 22+62.79
D
L = 323.82’
T = 165.60’
R = 628.00’
-Y4RPB-
-L- POCSta. 66+96.59 47.00’ RT.
-Y4RPC- ST Sta. 10+00.00 =
-Y4RPC- SC Sta. 12+00.00
-Y4RPD- PT Sta. 23+47.60
-Y4RPD- SC Sta. 20+80.22
-Y4RPC- PT Sta. 24+21.02
-Y4RPC- SC Sta. 20+97.20
-Y4RPC- SRS Sta. 18+97.20
-Y4RPC- CS Sta. 16+97.20
-Y4RPD- POT Sta. 25+37.60 -Y4RPD- SRS Sta. 18+80.22
-Y4RPD- CS Sta. 16+80.22
15+00
20+00
25+00
25+00
20+0
0
15+0
0
-Y4- POT Sta. 28+90.33 =-Y4- POT Sta. 28+90.37 =
-Y4RPC- POT Sta. 26+11.02
-Y4RPA- SC Sta. 23+28.89
-Y4RPA- SRS Sta. 21+28.89
-Y4RPA- CS Sta. 19+18.89
-Y4RPA- PT Sta. 25+35.26
-Y4RPB- CS Sta. 19+04.16
-Y4RPB- SRS Sta. 21+14.16
-Y4RPB- SC Sta. 23+14.16-Y4RPB- PT Sta. 24+62.76
PIs Sta 11+26.24
F
F
Ls = 210.00’
LT = 126.24’
ST = 83.90’
PI Sta 15+64.37
D
L = 694.16’
T = 354.37’
R = 1,400.00’
PIs Sta 19+74.20
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PIs Sta 22+47.60
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
PI Sta 23+88.67
D
L = 148.60’
T = 74.51’
R = 800.00’
PI Sta 15+72.22
D
L = 708.89’
T = 362.22’
R = 1,400.00’
PIs Sta 19+88.92
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PIs Sta 22+62.33
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
D
PI Sta 24+32.65
L = 206.38’
T = 103.76’
R = 800.00’
15+00
-Y4RPA- POT Sta. 27+25.26
-Y4- POC Sta. 20+04.60 =
-Y4- POC Sta. 20+04.80 =
-Y4RPB- POT Sta. 26+52.76
25+00
20+0
0
15+00
20+00
25+00
-Y4-
-Y4RPA-
-Y4RPD- SC Sta. 12+00.00
PI Sta 14+43.47
D
L = 185.06’
T = 92.60’
R = 2,000.00’
PI Sta 16+25.44
D
L = 29.83’
T = 14.91’
R = 2,000.00’
-Y5- PC Sta. 13+50.87
-Y5- PT Sta. 15+35.93
-Y5- PC Sta. 16+10.52
-Y5- PT Sta. 16+40.35
-Y5- POT Sta. 16+95.82
-Y5-
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
CC C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
F
CC
CC
CC
C F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
C
C
C
C
C
C
C
C
C
CC
F
F
F
FF
FF
F
F
C
C
C
C
C
C
FF
F
F
FFF
F
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F F
C
C
C
C
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
FF
CHORD
CHORD
+80.00 -Y4-
105.00’50.00’
+20.00 -Y4-
105.00’50.00’
CHORD
RETAIN EXIST.
R/W
100’ PR
OP. R/W
-Y5-
RETAIN EXIST. R/W
RETAIN EXIST. R/W
CHORD
+00.00 -Y4-
105.00’
+18.00 -Y4RPB-
90.00’
@ PROP. R/W
50.00’
+90.00 -Y5-
55.00’@ EXIST. R/W
CHORD
CHORD
+96.59 -L-
+00.00 -Y4RPC-
+97.20 -Y4RPC-
+97.20 -Y4RPC-
+21.02 -Y4RPC-
+14.16 -Y4RPB-
+62.76 -Y4RPB-
+47.60 -Y4RPD-
+80.22 -Y4RPD-
+80.22 -Y4RPD-
+00.00 -Y4RPD-
+35.26 -Y4RPA-
+28.89 -Y4RPA-
+18.89 -Y4RPA-
150.00’
90.00’
+30.00 -Y4-
+15.00 -Y4-50.00’
90.00’
90.00’
90.00’
90.00’
90.00’
50.00’ 90.00’
90.00’
90.00’
90.00’
90.00’
90.00’
90.00’
+50.00 -Y4RPB-
90.00’
90.00’
50.00’
+75.00 -Y4-
+80.00 -Y4-
105.00’50.00’
+20.00 -Y4-
105.00’50.00’
90.00’
CHORD
+25.00 -Y4RPA-
90.00’
90.00’
135.00’
+70.00 -Y4RPA-
@ EXIST. R/W
90.00’
END C/A FENCE
+25.00 -Y4RPD-
+40.00 -Y4-
+10.00 -Y4RPC-
+40.00 -Y4-
50.00’
@ EXIST. R/W
@ EXIST. R/W
RETAIN EXIST.
R/W
@ PL
+25.00 -EY4-
80.00’
100’ PR
OP. R/W
+15.00 -Y4RPB-
292.00’
+14.16-Y4RPB-
+90.00 -Y4RPB-139.00’
90.00’
BEGIN C/A FENCE
RETAIN EXIST. R/W
RETAIN EXIST. R/W
+28.89-Y4RPA-
90.00’
+97.20 -Y4RPC-
90.00’
+80.22 -Y4RPD-90.00’
80.00’
CHORD
+00.00 -Y5-
@ EXIST. R/W
+00.00 -Y4-
105.00’
+18.00 -Y4RPB-
90.00’
@ PROP. R/W
50.00’
+90.00 -Y5-
55.00’@ EXIST. R/W
@ EXIST. R/W
+36.65 -EY4-
4
4
7
7
13
24
23
22
21
20
18
18
13
19
17
10
16
15
15
14
10
12
+98.00 -EY4-
@ PROP. R/W
80.00’
19A
-Y4-
-Y4RPC-
-Y4RPD-
SE = .07
SE = .07
-Y4RPB-
-Y4RPA--L-
L = 4,420.01’
PI Sta 79+71.67
D
T = 2,326.53’
R = 5,730.00’
SE = .04
PI Sta 17+37.59
= 13° 59’ 43.4" (LT)D
D = 1° 30’ 28.0"
L = 928.21’
T = 466.43’
R = 3,800.00’
SE = 02
-Y4- POT STA. 24+56.70
-L- POC STA. 80+74.41=
-Y4- PTSta. 21+99.38
70+00
75+00
80+00
85+00
90+00
20+00
25+00
30+00
-Y4RPC-
-Y4RPD-
SE = .08
SE = .08 SE = .06
SE = .06
SE = .06
SE = .06
LT = 133.35’
PIs Sta 11+33.35
F
Ls = 200.00’
ST = 66.69’R = 1,800.00’
PI Sta 14+41.55
D
L = 480.22’
T = 241.55’
LT = 133.35’
PIs Sta 17+46.91
F
Ls = 200.00’
ST = 66.69’
LT = 133.51’
PIs Sta 20+13.73
F
Ls = 200.00’
ST = 66.83’
PI Sta 22+15.97
D
L = 267.37’
T = 135.74’
R = 628.00’
LT = 133.35’
PIs Sta 11+33.35
F
Ls = 200.00’
ST = 66.69’
R = 1,800.00’
PI Sta 14+50.19
D
L = 497.20’
T = 250.19’ ST = 66.69’
PIs Sta 17+63.88
F
Ls = 200.00’
LT = 133.35’ LT = 133.51’
PIs Sta 20+30.71
F
Ls = 200.00’
ST = 66.83’
PI Sta 22+62.79
D
L = 323.82’
T = 165.60’
R = 628.00’
-Y4RPB-
-L- POCSta. 66+96.59 47.00’ RT.
-Y4RPC- ST Sta. 10+00.00 =
-Y4RPC- SC Sta. 12+00.00
-Y4RPD- PT Sta. 23+47.60
-Y4RPD- SC Sta. 20+80.22
-Y4RPC- PT Sta. 24+21.02
-Y4RPC- SC Sta. 20+97.20
-Y4RPC- SRS Sta. 18+97.20
-Y4RPC- CS Sta. 16+97.20
-Y4RPD- POT Sta. 25+37.60 -Y4RPD- SRS Sta. 18+80.22
-Y4RPD- CS Sta. 16+80.22
15+00
20+00
25+00
25+00
20+0
0
15+0
0
-Y4- POT Sta. 28+90.33 =-Y4- POT Sta. 28+90.37 =
-Y4RPC- POT Sta. 26+11.02
-Y4RPA- SC Sta. 23+28.89
-Y4RPA- SRS Sta. 21+28.89
-Y4RPA- CS Sta. 19+18.89
-Y4RPA- PT Sta. 25+35.26
-Y4RPB- CS Sta. 19+04.16
-Y4RPB- SRS Sta. 21+14.16
-Y4RPB- SC Sta. 23+14.16-Y4RPB- PT Sta. 24+62.76
PIs Sta 11+26.24
F
F
Ls = 210.00’
LT = 126.24’
ST = 83.90’
PI Sta 15+64.37
D
L = 694.16’
T = 354.37’
R = 1,400.00’
PIs Sta 19+74.20
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PIs Sta 22+47.60
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
PI Sta 23+88.67
D
L = 148.60’
T = 74.51’
R = 800.00’
PI Sta 15+72.22
D
L = 708.89’
T = 362.22’
R = 1,400.00’
PIs Sta 19+88.92
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PIs Sta 22+62.33
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
D
PI Sta 24+32.65
L = 206.38’
T = 103.76’
R = 800.00’
15+00
-Y4RPA- POT Sta. 27+25.26
-Y4- POC Sta. 20+04.60 =
-Y4- POC Sta. 20+04.80 =
-Y4RPB- POT Sta. 26+52.76
25+00
20+0
0
15+00
20+00
25+00
-Y4-
-Y4RPA-
-Y4RPD- SC Sta. 12+00.00
PI Sta 14+43.47
D
L = 185.06’
T = 92.60’
R = 2,000.00’
PI Sta 16+25.44
D
L = 29.83’
T = 14.91’
R = 2,000.00’
-Y5- PC Sta. 13+50.87
-Y5- PT Sta. 15+35.93
-Y5- PC Sta. 16+10.52
-Y5- PT Sta. 16+40.35
-Y5- POT Sta. 16+95.82
-Y5-
NAD 83/ 95-Y5-
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
CC C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
F
CC
CC
CC
C F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
C
C
C
C
C
C
C
C
C
CC
F
F
F
FF
FF
F
F
C
C
C
C
C
C
FF
F
F
FFF
F
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F F
C
C
C
C
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
FF
F
F
2GIFS
2GIFS
2GI
FS
2GI
2GI2GI
2GI
15" C
SP
15" CSP 2GI
0.08 Acp
DA
REMOVE
REMOVE
GRADE TO DRAIN
C Proposed DitchL
S etc.
GI
Outside Ditch
10:1 20:1
Traffic Flow
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
S = Ditch Slope
@ STA. 14+98 -Y4RPB- (LT)
@ STA. 72+48 -L- (LT)
@ STA. 15+48 -Y4RPA- (RT)@ STA. 18+98 -Y4RPC- (LT)@ STA. 74+98 -L- (RT)
20:1
10:1Traffic Flow
Outside Ditch
0.5’
Min.
GI
etc.
C Proposed DitchLS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
1.0’
Max.
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
C Proposed DitchL
2’
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
DD
D D
D20’L (See Chart Below)
@ STA. 72+48 -L- (MED)
Natural Natural
Ground Ground3:1 3:1
D
( Not to Scale)
STANDARD ’V’ DITCH
DETAIL L
Min. D= 0.5 Ft.
FROM STA. 12+77 TO STA. 14+16 -Y4RPD- (LT)FROM STA. 13+36 TO STA. 14+45 -Y4RPA- (RT)
SEE DETAIL "L"STANDARD "V" DITCH
STANDARD "V" DITCHSEE DETAIL "L"
B
Natural Natural Ground Ground
3:13:1 D
( Not to Scale)
DETAIL H
FROM STA. 74+28 TO STA. 79+12 -L- (LT)
STANDARD 2’ BASE DITCH
B= 2.0 Ft.
Min. D= 2.5 Ft.
SEE DETAIL "H"STANDARD 2’ BASE DITCH
SEE DETAIL "L"
FROM STA. 25+72 TO STA. 27+00 -Y4- (LT)
DETAIL P
DETAIL R
DETAIL Q
2GI
2GIFS
FS
2GI
FS
2GI
2GI
FS 2GI
2GI
FS
2GI
2GI
FS
W/ ELB
OWSRO
D AND
LUG
STA. 23+05 -Y4- (RT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 23+05 -Y4- (RT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 26+50 -Y4- (RT.)END SBG @
2GI
2GI
2GI
W/ ELBOWSROD AND LUG
EST. 37 SY FABRICEST. 15 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 28 SY FABRICEST. 11 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STANDARD "V" DITCH
5’x10’RIPRAP PAD
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
REMOVE
REMOVE
5’x10’RIPRAP PAD
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
5’x10’RIPRAP PAD
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STA. 27+35 -Y4- (RT.)END SBG @
15" CSP
15" CSP
Natural Natural
Ground Ground
D
( Not to Scale)
EXISTING BANKEXI
STING
BANK
PIPE OUTLET CHANNEL
(Variable)
CHANNEL BED
d= 1.0 Ft.
Est.= 4 Tons of Class "B" Rip-Rap
D=4.0 Ft.
Length= 10 Ft.
DETAIL VV
SEE DETAIL "VV"CLASS "B" RIP RAP
STA. 21+00 -Y4RPB- (LT)
PSH
SEE DETAIL SHEET 2-L
PSHSEE DETAIL SHEET 2-L
PSHSEE DETAIL SHEET 2-L
@ STA. 81+98 -L- (MED)@ STA. 92+02 -L- (MED)
@ STA. 14+98 -Y4RPC- (RT)
SHEETS 6 - 7SEE ON-SITE MITIGATION PLANS
BEG. APP. SLABEND SBG
BEG. APP. SLABEND SBG
END APP. SLABBEGIN SBG
END APP. SLABBEGIN SBG
2GI
REMOVE
REMOVE
18"
RCP-III
15" RC
P-III
24" RC
P-III
18" RCP-III
18" RCP-III
24" RC
P-IV
24" RC
P-IV
18" R
CP-IV
18" R
CP-IV
15" RCP-IV
36" RC
P-III
36" RC
P-III
42" RC
P-IV
42" RC
P-IV
15" RCP-IV
18" R
CP-V
18" R
CP-V
15" RCP-IV
15" RC
P-IV
15" RC
P-III
15" RC
P-III
15"
15"
15"
15"
24"
24"
24"
24"
15"
HW
HW
48" R
CP-IV
HW
DI
DI
STA. 2
0+15
-Y4RPB
- (LT.)
END
SBG @
STA. 16+95 -Y4- (RT.)BEGIN SBG @
PERMANENT INSTALLATION
ROCK PIPE INLET SEDIMENT TRAP TYPE ’A’
SEE DETAIL "C"
24"
RCP-IV
CLASS"B" RIPRAP
TOE PROTECTION
42 SQYDS FILTER FAB.EST. 97 TONS
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 21+08 TO STA. 24+33 -L- (RT)
15" CONC
36" CMP
36" C
MP
24" C
LA
Y
DEREK L. HARRIS
DARRELL DWAYNE LEVAN
NCDOT
DIANE R. WILSON
NCDOT
Albert L. Rhew Jr.
CYNTHIA S. RUSSEL
LELAND R. RUSSEL &
& MARTHA ANDERSON
STEPHEN J. ANDERSON
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXISTING R/W
EXISTING R/W
EXISTING R/W
60’ R
/W
60’ R/
W
GARY W. NEAL
CITY OF GREENSBORO
Loyd A. Whitesell
& ANNIE L. RICH
JERRY N. RICH
CITY OF GREENSBORO
EXIS
TIN
G
R/
W
Loyd A. Whitesell
Robert L. Mefford
EIP
EIP
ALBERT L. RHEW LIVING TRUST
ALBERT L. RHEW LIVING TRUST
DEBORAH ANN PAYNE
COBLE LIVING TRUST
COBLE LIVING TRUST
ANNIE L. RICH
JERRY N. RICH &
DAVID A. CRABTREE
CHARLOTTE V. STEWART
KATHY L. GREENE
MICHAEL L. GREENE &GARY W. NEAL
0504018900397W005
DARRELL D. LEVAN
Charles C. Drye Sr.
EIP
NCDOT
ALBERT L. RHEW JR.
727
728
728
728
729
729
729
729
730
730
730
730
730
730
730
730
730
731
731
731
731731
731 731
731
732
732
732
732
732
732
732
732
732
733
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733
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734
734 734
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735735
735
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735
735
735
736
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736
73673
6736
736
737
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737737
737
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737
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740 740
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740740
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745745
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746 746
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749 749749
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750
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750750
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750
750
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784
15" CONC
24" C
LA
Y
36" CMP
36" C
MP
347
73
GR
72" W
D
PL
AS
TIC
48"
72" C
HL
72" C
HL 72
" CHL
72" W
D
12" CONC
26
27
29
337
338
339
340
341
342
12" CONC
15" CONC
12" CONC
SR 2829 OAKLEIGH RD 17’ BST
GR
GR
18" C
ONC
48" C
HL
50" W
D
50" W
D
48" W
W
60" CHL
28
15" C
ONC
15" C
ONC
63
65
12" C
ONC
12" C
ONC
15" C
ONC
72"
WD
66
69
68
71
72
60" CHL
12" C
ONC
336
48" CONC
S
GR
CO
NC
18"
345
18" C
ONC
18" C
ONC
343
14
13
48" CHL
48" PLASTIC
RAIL
LT
vv
v v
v
v
v v
v
v
v
v
v
v
v
v
HTR
W/LT
1SBKD
W/LT
FLAGPOLE
CONC
G
G
G
CONC
1SFD
S
S
G
SS
S
1SFD
CONC
S
S
1SFBUS
1SFD
1SFD
W/LT
GR
GR
S
CONC
S
S
POOL
DK
WD
1SFD
GR
FOUND
1SFD
S
B
W/LT
S
S
G
1SFD
S
16’ BST
BST
1SFD
G
CONC
1SFD
W/LTW/LT
1SFD
GR
GR
GR
GR
S
1SFBUS
1SFD
G
S
LT
GR
GR
GR
S
(ABAND)
1SFD
GR
1SFD
LT
GR
S
2SFD
1SF
MT
L
MARKERS
CEMETERY
POSSIBLE GRAVE
GR
LT
CONC
1SFD
GR
GR
GR
BST
GR
GR
GR
z
z
X
X
X
X
X
X
X
X
XXX O
X
X
X X X
X
X
X
X X
X
X XX
X
X
OX
X
XX
X
X
X X
X
X
X
S
15" CONC
GR
P
XX
XX
XX
X XX
X X X X X
XX X X
XX XX
XX X X
XXXX
XX
XX
XXX X
X
X XX
XX
B
G
G
S
S
S
GRAPHIC SCALE
0’ 100’100’
DENOTES FILL INWETLANDF F
S SSURFACE WATERDENOTES IMPACTS IN
TS TSIMPACTS IN SURFACE WATERDENOTES TEMPORARY
E E IN WETLANDDENOTES EXCAVATION
CLEARINGDENOTES MECHANIZED*
**
*
***
***
*
SITE 5A
SITE 5B
SITE 6A
SITE 7
SITE 6
SITE 5
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7U-2525B
TS
S
SEE SHEET 24 -Y4- STA. 16+
00.00MATCHLINE
+96.59 -L-
+00.00 -Y4RPC-
+14.16 -Y4RPB-
+62.76 -Y4RPB-
150.00’
90.00’
+15.00 -Y4-
50.00’
90.00’
+50.00 -Y4RPB-
90.00’
90.00’
50.00’+75.00 -Y4-
+80.00 -Y4-
105.00’50.00’
+20.00 -Y4-
105.00’50.00’
90.00’
CHORD
END C/A FENCE
@ EXIST. R/W
RETAIN EXIST. R/W
+15.00 -Y4RPB-
292.00’
+14.16-Y4RPB-
+90.00 -Y4RPB-139.00’
90.00’
CHORD
+00.00 -Y4-
105.00’
+18.00 -Y4RPB-
90.00’
4
4
7
13
12
-Y4RPB-
L = 4,420.01’
T = 2,326.53’
R = 5,730.00’
SE = .04
L = 928.21’
T = 466.43’
R = 3,800.00’
SE = 02
-Y4- PTSta. 21+99.38
70+00
75+0080+00
20+00
25+00
-Y4RPC-
SE = .08
SE = .08 SE = .06
SE = .06
-Y4RPB-
-L- POCSta. 66+96.59 47.00’ RT.
-Y4RPC- ST Sta. 10+00.00 =
-Y4RPC- SC Sta. 12+00.00
15+00
-Y4RPA- PT Sta. 25+35.26
-Y4RPB- CS Sta. 19+04.16
-Y4RPB- SRS Sta. 21+14.16
-Y4RPB- SC Sta. 23+14.16-Y4RPB- PT Sta. 24+62.76
PIs Sta 11+26.24
F
F
Ls = 210.00’
LT = 126.24’
ST = 83.90’
PI Sta 15+64.37
D
L = 694.16’
T = 354.37’
R = 1,400.00’
PIs Sta 19+74.20
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PIs Sta 22+47.60
F
Ls = 200.00’
LT = 133.44’
ST = 66.77’
PI Sta 23+88.67
D
L = 148.60’
T = 74.51’
R = 800.00’
T = 362.22’
R = 1,400.00’
ST = 70.04’ ST = 66.77’ T = 103.76’
R = 800.00’
-Y4RPA- POT Sta. 27+25.26
-Y4- POC Sta. 20+04.60 =
-Y4- POC Sta. 20+04.80 =
-Y4RPB- POT Sta. 26+52.76
25+00
20+0
0
15+00
-Y4-
C C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
CC C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
CC
CC
CC
C F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
C
F
2GIFS
2GI2GI
2GI
15" C
SP
15" CSP 2GI
0.08 Acp
DA
REMOVE
C Proposed DitchL
S etc.
GI
Outside Ditch
10:1
20:1Traffic Flow
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
S = Ditch Slope
@ STA. 14+98 -Y4RPB- (LT)
@ STA. 72+48 -L- (LT)
B
Natural Natural
Ground Ground3:13:1 D
( Not to Scale)
DETAIL H
FROM STA. 74+28 TO STA. 79+12 -L- (LT)
STANDARD 2’ BASE DITCH
B= 2.0 Ft.
Min. D= 2.5 Ft.
SEE DETAIL "H"STANDARD 2’ BASE DITCH
DETAIL Q
2GI
2GIFS
FS
2GI
FS
2GI
2GI
FS 2GI
W/ ELB
OWSRO
D AND
LUG
STA. 23+05 -Y4- (RT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 23+05 -Y4- (RT.)BEGIN SBG @
STA. 26+50 -Y4- (RT.)END SBG @
W/ ELBOWSROD AND LUG
EST. 37 SY FABRICEST. 15 TONSW/ FILTER FABRICCLASS "B" RIP RAP
REMOVE
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
15" CSP
SEE DETAIL "VV"CLASS "B" RIP RAP
PSH
SEE DETAIL SHEET 2-L
PSH
SEE DETAIL SHEET 2-L
SHEETS 6 - 7SEE ON-SITE MITIGATION PLANS
BEG. APP. SLABEND SBG
BEG. APP. SLABEND SBG
END APP. SLABBEGIN SBG
END APP. SLABBEGIN SBG
18"
RCP-III
15" RC
P-III
24" RC
P-III
18" RCP-III
18" RCP-III
42" RC
P-IV
42" RC
P-IV
15" RCP-IV
18" R
CP-V
18" R
CP-V
15" RCP-IV
15" RC
P-IV
15"
15"
24"
24"
24"
HW
HW
48" R
CP-IV
DI
DI
STA. 2
0+15
-Y4RPB
- (LT.)
END
SBG @
STA. 16+95 -Y4- (RT.)BEGIN SBG @
PERMANENT INSTALLATION
ROCK PIPE INLET SEDIMENT TRAP TYPE ’A’
SEE DETAIL "C"CLASS"B" RIPRAPTOE PROTECTION
42 SQYDS FILTER FAB.EST. 97 TONS
Fill
Slope
( Not to Scale)TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 21+08 TO STA. 24+33 -L- (RT)
S
36" CMP
36" C
MP
INV= 749.87
INV= 749.88
INV= 755.72
INV= 754.76
& MARTHA ANDERSON
STEPHEN J. ANDERSON
CITY OF GREENSBORO
Loyd A. Whitesell
CITY OF GREENSBORO
COBLE LIVING TRUST
36" CMP
36" C
MP
26
27
GR
GR
18" C
ONC
60" CHL
28
336
48" CONC
14
13
HTR
W/LT
1SBKD
W/LT
FLAGPOLE
CONC
G
G
G
CONC
1SFD
S
S
G
B
W/LT
16’ BST
W/LT
S
GR
z
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
750 750
760 760
770 770
780 780
790 790
740 740
20+50.00
750 750
760 760
770 770
780 780
790 790
740 740
21+00.00
X-223U-2525B
-Y4-
5 10
E 1793913.9
788
N 857556.8
010
755.63
0.020 0.020
4:1
4:1
752.95
0.020 0.020
4:1
4:1
WLB
WLB
SITE 6
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
750 750
760 760
770 770
780 780
790 790
740 740
21+50.00
760 760
770 770
780 780
790 790
750 75022+00.00
760 760
770 770
780 780
790 790
750 75022+50.00
X-224U-2525B
-Y4-
5 10
E 1794005.7
757
N 857596.4
590
21+50.0000 / 1
752.74
0.020 0.020
4:1 4:1
WLB
WLB
SITE 6
E 1794051.2
748
N 857617.1
904
Y422+00.0000 / 1
754.80
0.020 0.013
4:14:1
WLB
WLB
SITE 6
E 1794096.6
403
N 857638.2
135
Y422+50.0000 / 1
759.04
0.020 0.005
4:13:1
WLB
WLB
SITE 6
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
760 760
770 770
780 780
790 790
800 800
750 750
26+00.00
770 770
780 780
790 790
800 800
760 76026+50.00
770 770
780 780
790 790
800 800
760 76027+00.00
X-227U-2525B
-Y4-
5 10
E 1794414.1
991
N 857785.3
748
26+00.0000 / 1
765.733:1
EL.=762.78’
0.020 0.020
2:1
4:1
3:1
764.94
3:1
EL.=763.80’
0.020 0.020
3:1
4:1
3:1
WLB
WLB
SITE 7
765.53
3:1
EL.=764.83’
0.020 0.020
4:1 4:1
3:1
WLB
WLB
SITE 7
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
770 770
780 780
790 790
800 800
760 76027+50.00
770 770
780 780
790 790
800 800
760 76028+00.00
770 770
780 780
790 790
800 800
760 760
28+50.00
X-228U-2525B
-Y4-
5 10
766.51
0.020 0.020
4:14:1
WLB
WLB
SITE 7
766.90
0.020 0.020
4:1 4:1
WLB
SITE 7 WLB
769.45
0.020 0.020
4:14:1
WLB
WLB
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
770 770
780 780
790 790
800 800
760 760
29+00.00
780 780
790 790
800 800
770 77029+50.00
780 780
790 790
800 800
770 77030+00.00
X-229U-2525B
-Y4-
5 10
771.13
0.020 0.020SP -Y4RPC-SP -Y4RPD-
773.36
0.020 0.020SP -Y4RPD-
4:1
WLB
WLB
SITE 7
775.69
0.020 0.020
4:14:1
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 8
SITE 9
SITE 9A
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
TC
HLIN
E -L- STA. 94+
00.0
0 SEE S
HEET 7
MA
TC
HLIN
E -L- STA. 10
7+
00.0
0 SEE S
HEET 9
SEE SHEET 43 FOR -L- PROFILESEE SHEET 56 FOR -Y4RPA- PROFILESEE SHEET 59 FOR -Y4RPD- PROFILE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
8U-2525B
CHORD
CHORDCHORD
CHORD
300’ PR
OP.
R/W
300’ PR
OP.
R/W
25
18
26
26
26
25
SE = .04
-L- -Y4RPA-
PI Sta 79+71.67
D
L = 4,420.01’
T = 2,326.53’
R = 5,730.00’
LT = 133.34’
PIs Sta 101+31.82
F
Ls = 200.00’
ST = 66.67’
-Y4RPD-
SE = 07
95+00
100+00
-L- CS STA. 100+65.15 -L- ST STA. 102+65.15
105+00
-L-
SE = .08
-L- POC Sta. 95+78.58 47.00’ RT.
LT = 133.35’
PIs Sta 11+33.35
F
Ls = 200.00’
ST = 66.69’
PI Sta 14+41.55
D
L = 480.22’
T = 241.55’
R = 1,800.00’
-Y4RPD- CS Sta. 10+00.00 =
-Y4RPA-
-Y4RPD-
-Y4RPA- CS Sta. 10+00.00 =
-Y4RPA- SC Sta. 12+10.00
PI Sta 15+72.22
D
L = 708.89’
T = 362.22’
R = 1,400.00’
PIs Sta 11+26.24
F
F
Ls = 210.00’
LT = 126.24’
ST = 83.90’
-L- POC Sta. 96+88.35 47.00’ LT.
NAD 83/ 95
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
2GI FS 2GI FS
2GI
2GI
2GI
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2’
D
D
Ditch Grade L Ditch Grade
20’
30’
9"
DD
D D
D20’L (See Chart Below)
L
40’
50’
0.0% To 2.0%
Over 2.0% To 4.0%
@ STA. 95+52 -L- (MED)
Over 4.0% To 6.0%
Over 6.0%
C Proposed Ditch
@ STA. 99+02 -L- (MED)@ STA. 102+02 -L- (MED)
DETAIL P
2GIFS
EST. 37 SY FABRICEST. 15 TONSW/ FILTER FABRICCLASS "B" RIP RAP
42" RC
P-III
42" RC
P-III
18" RC
P-III
18" RC
P-III
18" RC
P-III
18" RC
P-III
15" 15" 15"
15"
15"
HW
NC PRISON DEPT.
68’
DU
KE P
OW
ER
EAS
EM
EN
T
Charles C. Drye Sr.
NC PRISON DEPT.
NC PRISON DEPT.NC PRISON DEPT.
N03°36’12"E2110.89’
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
STONE
MON.CONC.
EIP
583.7
3’
188.5
4’
640.4
4’
381.83’
115.4
6’
358.02’
210.75’
167.7
4’
ALBERT L. RHEW LIVING TRUST
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
z
z
WE 746.7’
POND
X X
X
X
XX
X
X
X X
X
X
SSS
S
XX
X
X
XXX
XX
X
X
T
XX
X
Revised 10/15/13
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 8
SITE 9
SITE 9A
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
TC
HLIN
E -L- STA. 94+
00.0
0 SEE S
HEET 7
MA
TC
HLIN
E -L- STA. 10
7+
00.0
0 SEE S
HEET 9
SEE SHEET 43 FOR -L- PROFILESEE SHEET 56 FOR -Y4RPA- PROFILESEE SHEET 59 FOR -Y4RPD- PROFILE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
8U-2525B
CHORD
CHORDCHORD
CHORD
300’ PR
OP.
R/W
300’ PR
OP.
R/W
25
18
26
26
26
25
SE = .04
-L- -Y4RPA-
PI Sta 79+71.67
D
L = 4,420.01’
T = 2,326.53’
R = 5,730.00’
LT = 133.34’
PIs Sta 101+31.82
F
Ls = 200.00’
ST = 66.67’
-Y4RPD-
SE = 07
95+00
100+00
-L- CS STA. 100+65.15 -L- ST STA. 102+65.15
105+00
-L-
SE = .08
-L- POC Sta. 95+78.58 47.00’ RT.
LT = 133.35’
PIs Sta 11+33.35
F
Ls = 200.00’
ST = 66.69’
PI Sta 14+41.55
D
L = 480.22’
T = 241.55’
R = 1,800.00’
-Y4RPD- CS Sta. 10+00.00 =
-Y4RPA-
-Y4RPD-
-Y4RPA- CS Sta. 10+00.00 =
-Y4RPA- SC Sta. 12+10.00
PI Sta 15+72.22
D
L = 708.89’
T = 362.22’
R = 1,400.00’
PIs Sta 11+26.24
F
F
Ls = 210.00’
LT = 126.24’
ST = 83.90’
-L- POC Sta. 96+88.35 47.00’ LT.
NAD 83/ 95
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
2GI FS 2GI FS
2GI
2GI
2GI
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2’
D
D
Ditch Grade L Ditch Grade
20’
30’
9"
DD
D D
D20’L (See Chart Below)
L
40’
50’
0.0% To 2.0%
Over 2.0% To 4.0%
@ STA. 95+52 -L- (MED)
Over 4.0% To 6.0%
Over 6.0%
C Proposed Ditch
@ STA. 99+02 -L- (MED)@ STA. 102+02 -L- (MED)
DETAIL P
2GIFS
EST. 37 SY FABRICEST. 15 TONSW/ FILTER FABRICCLASS "B" RIP RAP
42" RC
P-III
42" RC
P-III
18" RC
P-III
18" RC
P-III
18" RC
P-III
18" RC
P-III
15" 15" 15"
15"
15"
HW
NC PRISON DEPT.
68’
DU
KE P
OW
ER
EAS
EM
EN
T
Charles C. Drye Sr.
NC PRISON DEPT.
NC PRISON DEPT.NC PRISON DEPT.
N03°36’12"E2110.89’
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
STONE
MON.CONC.
EIP
583.7
3’
188.5
4’
640.4
4’
381.83’
115.4
6’
358.02’
210.75’
167.7
4’
ALBERT L. RHEW LIVING TRUST
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
z
z
WE 746.7’
POND
X X
X
X
XX
X
X
X X
X
X
SSS
S
XX
X
X
XXX
XX
X
X
T
XX
X
723
724 725725
725
726
726
727
727
728
728
729
729
729
730
730
730
730
730
730
730
730
731
731
731
731
731
731
731
732
732
732
732
732
732
733
733
733
733
733
733
733
733
733
734
734
734
734
734
734
734
734
734
735
735
735
735
735
735
735
735
735
735
735
735
735
736
736
736
736
736
736
736
737
737
737
737
737
737
737
737
737
738
738
738
738
738
738
738
738
738
739
739
739
739
739
739
739
739
740740
740
740
740
740
740
740
740
740
740
740
740
740
741
741
741
741
741
741
741
741
742
742
742
742
742
742
742
743
743
743
743
743
743
743
743
744
744
744
744
744
744
744
744
745
745
745
745
745
745
745745
745
745
745
745
745
745
745
746
746
746
746746
746
746
746
746
747
747
747
747747
747
747
747
747
747747
747
748
748
748
748
748
748
748
748
748
748
748
748
748
748
749749
749
749
749
749
749
749
749
749
749
749
749
749
750750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
750
751
751
751
751
751
751
751
751
751
751
751
752
752
752
752
752
752
752
752
752
752
752
753
753
753
753
753
753753
753
753
753
753
753
754
754
754
754
754
754
754
754
754
754
754
754
754
755755
755
755
755
755
75575
5
755
755
755755755755
755
755
755
755
755
755
755
755
755
756
756
756
756
756
756
756
756
756
756
756
756
756
757
757
757
757
757
757
757
757
757
757
757
757
757
757
757
758
758
758
758
758
758
758
758
758
758
758
758
758
759
759
759
759
759
759
759
759
759
759
759
760
760
760
760
760760
760
760
760
760
760
760
760
760
760
760
760
760
760
760
760
761
761
761
761
761
761
761
761
761
7617
62
762
762
762
762
762
762
762
762
762
763
763
763
763
763
763
763
763
763
763
764764
764
764
764
764
764
765
765
765
765
765
765
765
765
765
765
7657
66
766
766
766
767
767
767
768
768
769
7697
69
770
770
770
770
770
771
771
772
77277
3
Revised10/15/13
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
760 760
770 770
780 780
93+50.00
760 760
770 770
780 780
94+00.00
760 760
770 770
94+50.00
760 760
770 770
95+00.00
760 760
770 770
95+50.00
X-72U-2525B
-L-
5 10
761.91
0.0400.040
D.P. 766.001
5.835:1 6:10.078 0.078
0.009 0.010
- Y4RPD -
OFF 57.29STA 12+30.93- Y4RPA -
OFF -62.33STA 13+35.95
4:1
4:1WLB
SITE 8WLB
760.47
0.0400.040
D.P. 765.129
5.835:1 6:10.078 0.078
0.008 0.008
- Y4RPD -
OFF 52.52STA 11+80.22- Y4RPA -
OFF -56.82STA 12+86.16
4:1
4:1WLB
SITE 8WLB
758.99
0.0400.040
D.P. 764.176
5.835:1 6:10.079 0.079
0.025
- Y4RPD -
OFF 49.46STA 11+29.68- Y4RPA -
OFF -52.64STA 12+36.46
4:1
4:1
757.47
0.0400.040
D.P. 763.140
5.835:1 6:10.071 0.0700.041
- Y4RPD -
OFF 47.77STA 10+79.23- Y4RPA -
OFF -49.79STA 11+86.82
4:1
4:1
757.72
0.0400.040
D.P. 762.022
5.835:1 6:10.052
0.040
- Y4RPD -
OFF 47.08STA 10+28.81
- Y4RPA -STA 11+37.2159
OFF -48.10
4:1
4:1
Revised 10/15/13
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
750 750
99+00.00
750 750
99+50.00
740 740
750 750
100+00.00
740 740
750 750
100+50.00
740 740
750 750
101+00.00
740 740
750 750
101+50.00
740 740
102+00.00
X-74U-2525B
-L-
5 10
746.65
0.040 0.040 3.19:1
S.S. 747.061
0.040 0.040
D.P. 752.549
5.835:1 6:1
4:1
744.98
0.040 0.040 3.89:1
S.S. 747.144
0.040 0.040
D.P. 751.142
5.835:1 6:1
4:1
742.77
0.040 0.0400.040 0.040
D.P. 749.736
5.835:1 6:14:1
4:1
DWLB SITE 9
741.04
0.040 0.0400.040 0.040
D.P. 748.330
5.835:1 6:14:1
4:1
741.48
0.033 0.033 0.033 0.033
D.P. 746.952
5.892:1 6:1 4:1
4:1
740.38
0.023 0.023
3.38:1
0.023 0.023
D.P. 745.585
5.974:1 6:1 4:1
739.83
0.020 0.020
2.96:1
0.013 0.013
D.P. 744.191
6:1 6:1 4:1
Revised 10/15/13
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 10
SITE 10A
SITE 10BSITE 10C
SITE 9A F
EXCAVATION
F
EXCAVATION
+95.00 -L-150.00’170.00’
300’ PR
OP.
R/W
300’ PR
OP.
R/W
26
+10.00 -L-
170.00’150.00’
+60.00 -L-
170.00’150.00’
+25.00 -L-
150.00’170.00’
27
27
150.00’
170.00’
170.00’
150.00’
150.00’
150.00’170.00’
170.00’
+69.00 -L-
+58.00 -L-
+82.00 -L-
+93.00 -L-
+39.00 -L-
+51.00 -L- +63.00 -L-
+74.00 -L-
110+00115+00
-L-
NAD 83/ 95
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
FS2GI FS
2GI
2GI
2GI
( Not to Scale)
RIP RAP AT EMBANKMENT
GradeDitch
DETAIL D
Est. ? Tons
1’5’
1.5’
Type of Liner= CLASS "B" Rip-Rap
AT STA. 113+70 -L- (LT)
FS
FS2GI
FS
2GIFS
AT STA. 113+95 -L- (LT)
Natural
Ground3:1 3:
1
b
Fill Slope
dD
B
( Not to Scale)
Fabric
Filter
Std. No. 876.01
*When B is > 6.0’-
Type of Liner= CLASS "B" Rip-Rap
b= VAR. Ft.
B= 5.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.5 Ft.
FROM STA. 112+50 TO STA. 113+65 -L- (LT)
LATERAL 5’ BASE DITCH
LATERAL 5’ BASE DITCH
SlopeFill
b
1"/Ft.3:1 3:
1D
B
( Not to Scale)
Std. No. 876.01
*When B is > 6.0’
Natural
Ground
Type of Liner= GRASS
DETAIL EE
DETAIL E
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2’
D
D
Ditch Grade L Ditch Grade
20’
30’
9"
DD
D D
D20’L (See Chart Below)
L
40’
50’
0.0% To 2.0%
Over 2.0% To 4.0%
Over 4.0% To 6.0%
Over 6.0%
C Proposed Ditch
@ STA. 107+02 -L- (MED)
C Proposed DitchL
S etc.
GI
Outside Ditch
10:1 20:1
Traffic Flow
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
S = Ditch Slope
@ STA. 112+02 -L- (LT)
@ STA. 113+52 -L- (RT)
@ STA. 112+02 -L- (MED)
b= 5.0 Ft.
B= 5.0 Ft.
Min. D= 1.0 Ft.
Est. 11 TonsEst. 11 Tons
LATERAL 5’ BASE DITCH
DETAIL P DETAIL Q
STA. 113+50 -L- (LT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 116+27 -L- (RT.)END SBG @
STA. 116+27 -L- (LT.)END SBG @
EST. 10 SY FABRIC
EST. 3 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAP
SEE DETAIL "EE"
SEE DETAIL "D"
CLASS "B" CLASS "B"SEE DETAIL "D"
STA. 114+00 -L- (RT.)BEGIN SBG @
EST. 7 SY FABRIC
EST. 2 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAP
20:1
10:1Traffic Flow
Outside Ditch
0.5’
Min.
GI
etc.
C Proposed DitchLS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
1.0’
Max.
DETAIL R
@ STA. 107+02 -L- (LT)
@ STA. 107+02 -L- (RT)
.02"/Ft.
2GI
EST. 10 SY FABRIC
EST. 3 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAP
LATERAL ’V’ DITCHSEE DETAIL BC
LATERAL ’V’ DITCH( Not to Scale)
Natural
GroundD
2:1 2:1
bFill
Slope0.02 Ft./Ft.
b= 5.0 Ft.
Min. D= 1.5 Ft.
DETAIL BC
FROM STA. 115+39 TO STA. 116+50 -L- (RT)
15" RC
P-III
18" RC
P-III
18" RC
P-III
18" RC
P-III
18" RC
P-III
15" C
SP
15" RC
P-III
15" RC
P-III
18"
18" 18"
15" 15"
FROM STA. 115+50 TO STA. 116+23 -L- (LT)
159 SQYDS FILTER FAB.Est. 96 Tons
FROM STA. 113+95 TO STA. 115+50 -L- (LT)
24"
EST. 12 SY FABRIC
EST. 4 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAP
LATERAL 5’ BASE DITCH
SEE DETAIL EE
LATERAL 5’ BASE DITCH
SEE DETAIL E
CROSS VANE
CLASS "I" RIPRAP
CLASS "I" RIPRAP
N03°36’12"E
2110.89’
City Of Greensboro
S07°43’30"
E
2414.
00’
NC PRISON DEPT.
City Of Greensboro
MA
TC
HLIN
E -L- STA. 11
9+
00.0
0 SEE S
HEET 10
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
TC
HLIN
E -L- STA. 10
7+
00.0
0 SEE S
HEET 8
SEE SHEET 43 FOR -L- PROFILESEE SHEETS C-1 THRU C-?? FOR CULVERT PLANS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
9U-2525B
RE
VISIO
NS
6-24-13
R/
W
RE
VISIO
N (D
WG) -
AD
DE
D
PU
E
AT -
L-
ST
A. 114
+75.0
0
LT. A
ND -
L-
ST
A. 116
+57.0
0
RT. O
N P
AR
CE
L 27 (CIT
Y
OF
GR
EE
NS
BO
RO).
{
{
XXX
XX
XX X X XX
XX
XX
X
XX
TRevised 9/24/13
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
S S SURFACE WATER
DENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 10
SITE 10A
SITE 10BSITE 10C
SITE 9A F
EXCAVATION
F
EXCAVATION
+95.00 -L-150.00’170.00’
300’ PR
OP.
R/W
300’ PR
OP.
R/W
26
+10.00 -L-
170.00’150.00’
+60.00 -L-
170.00’150.00’
+25.00 -L-
150.00’170.00’
27
27
150.00’
170.00’
170.00’
150.00’
150.00’
150.00’170.00’
170.00’
+69.00 -L-
+58.00 -L-
+82.00 -L-
+93.00 -L-
+39.00 -L-
+51.00 -L- +63.00 -L-
+74.00 -L-
110+00115+00
-L-
NAD 83/ 95
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
FS2GI FS
2GI
2GI
2GI
( Not to Scale)
RIP RAP AT EMBANKMENT
GradeDitch
DETAIL D
Est. ? Tons
1’5’
1.5’
Type of Liner= CLASS "B" Rip-Rap
AT STA. 113+70 -L- (LT)
FS
FS2GI
FS
2GIFS
AT STA. 113+95 -L- (LT)
Natural
Ground3:1 3:
1
b
Fill Slope
dD
B
( Not to Scale)
Fabric
Filter
Std. No. 876.01
*When B is > 6.0’-
Type of Liner= CLASS "B" Rip-Rap
b= VAR. Ft.
B= 5.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.5 Ft.
FROM STA. 112+50 TO STA. 113+65 -L- (LT)
LATERAL 5’ BASE DITCH
LATERAL 5’ BASE DITCH
SlopeFill
b
1"/Ft.3:1 3:
1D
B
( Not to Scale)
Std. No. 876.01
*When B is > 6.0’
Natural
Ground
Type of Liner= GRASS
DETAIL EE
DETAIL E
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2’
D
D
Ditch Grade L Ditch Grade
20’
30’
9"
DD
D D
D20’L (See Chart Below)
L
40’
50’
0.0% To 2.0%
Over 2.0% To 4.0%
Over 4.0% To 6.0%
Over 6.0%
C Proposed Ditch
@ STA. 107+02 -L- (MED)
C Proposed DitchL
S etc.
GI
Outside Ditch
10:1 20:1
Traffic Flow
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
S = Ditch Slope
@ STA. 112+02 -L- (LT)
@ STA. 113+52 -L- (RT)
@ STA. 112+02 -L- (MED)
b= 5.0 Ft.
B= 5.0 Ft.
Min. D= 1.0 Ft.
Est. 11 TonsEst. 11 Tons
LATERAL 5’ BASE DITCH
DETAIL P DETAIL Q
STA. 113+50 -L- (LT.)BEGIN SBG @
W/ ELBOWSROD AND LUG
STA. 116+27 -L- (RT.)END SBG @
STA. 116+27 -L- (LT.)END SBG @
EST. 10 SY FABRIC
EST. 3 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAP
SEE DETAIL "EE"
SEE DETAIL "D"
CLASS "B" CLASS "B"SEE DETAIL "D"
STA. 114+00 -L- (RT.)BEGIN SBG @
EST. 7 SY FABRIC
EST. 2 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAP
20:1
10:1Traffic Flow
Outside Ditch
0.5’
Min.
GI
etc.
C Proposed DitchLS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
1.0’
Max.
DETAIL R
@ STA. 107+02 -L- (LT)
@ STA. 107+02 -L- (RT)
.02"/Ft.
2GI
EST. 10 SY FABRIC
EST. 3 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAP
LATERAL ’V’ DITCHSEE DETAIL BC
LATERAL ’V’ DITCH( Not to Scale)
Natural
GroundD
2:1 2:1
bFill
Slope0.02 Ft./Ft.
b= 5.0 Ft.
Min. D= 1.5 Ft.
DETAIL BC
FROM STA. 115+39 TO STA. 116+50 -L- (RT)
15" RC
P-III
18" RC
P-III
18" RC
P-III
18" RC
P-III
18" RC
P-III
15" C
SP
15" RC
P-III
15" RC
P-III
18"
18" 18"
15" 15"
FROM STA. 115+50 TO STA. 116+23 -L- (LT)
159 SQYDS FILTER FAB.Est. 96 Tons
FROM STA. 113+95 TO STA. 115+50 -L- (LT)
24"
EST. 12 SY FABRIC
EST. 4 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAP
LATERAL 5’ BASE DITCH
SEE DETAIL EE
LATERAL 5’ BASE DITCH
SEE DETAIL E
CROSS VANE
CLASS "I" RIPRAP
CLASS "I" RIPRAP
N03°36’12"E
2110.89’
City Of Greensboro
S07°43’30"
E
2414.
00’
NC PRISON DEPT.
City Of Greensboro
MA
TC
HLIN
E -L- STA. 11
9+
00.0
0 SEE S
HEET 10
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
TC
HLIN
E -L- STA. 10
7+
00.0
0 SEE S
HEET 8
SEE SHEET 43 FOR -L- PROFILESEE SHEETS C-1 THRU C-?? FOR CULVERT PLANS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
9U-2525B
RE
VISIO
NS
6-24-13
R/
W
RE
VISIO
N (D
WG) -
AD
DE
D
PU
E
AT -
L-
ST
A. 114
+75.0
0
LT. A
ND -
L-
ST
A. 116
+57.0
0
RT. O
N P
AR
CE
L 27 (CIT
Y
OF
GR
EE
NS
BO
RO).
696
697
697
698
698
698
698
698
699
699
699
699
699
699
699
699
699
700
700
700
700
700
700
700
700
700
700
700
700
700
700
700
700
700
700
700
700
700
700
700
701
701
701
701
701
701
701
701
701
701
701
702
702
702
702
702
702
702
702
702
702
702
702
702
702
702
702
703
703
703
703
703
703
703
703
703
703
703
703
703
703
703
703
704
704
704
704
704
704
704
704
704
704
704
704
704
704
704
704
704
705
705
705
705
705
705
705
705
705
705
705
705
705
705
705705
705
705
705
705
705
705
705
705
705
705
705
705
705
705
706
706
706
706
706
706
706
706
706
706
706
706
706
706
706
706
707
707
707
707
707
707
707
707
707
707
707
707
708
708
708
708
708
708
708
708
708
708
708
708
708
708
708
709
709
709
709
709
709
709
709
709
709
709
709
709
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
710
711
711
711
711
711
711
711
711
711
711
711
711
711
712
712
712
712
712
712
712
712
712
712
712
712
712
713
713
713
713
713
713
713
713
713
713
713
71371
3
714
714
714
714
714
714
714
714
714
714
714
714
714
714
714
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
715
716
716
716
716
716
716
716
716
716
716
716
716
716
716
717
717
717
717
717
717
717
717
717
717
717
717
717
718
718
718
718
718
718
718
718
718
718
718
718
719
719
719
719
719
719
719
719
719
719
719
719
720
720
720
720
720
720
720
720
720
720
720
720
720
720
720
720
720
720
720720
720
720
720
720
720
721
721
721
721
721
721
721
721
721
721721
721
721
722
722
722
722
722
722
722
722
722
722
722
722
722
722
723
723
723
723
723
723
723
723
723
723
723
723
723
724
724
724
724
724
724
724
724
724
724
724
724
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
725
726
726
726
726
726
726
726
726
726
726
726
727
727
727
727
727
727
727
727
727
727
727
727
728
728
728
728
728
728
728
728
728
728
728
729
729
729
729
729
729
729
729
729
729
729
730
730
730
730
730
730
730
730
730
730
730
730
730
730
730
730
730
730
730
730
731
731
731
731
731
731
731
731
731
731
731
732
732
732
732
732
732
732
732
732
732
732
733
733
733
733
733
733
733
733
733
733
734
734
734
734
734
734
734
734
735
735
735
735
735
735
735
735
735
735
735
735
735
735
736
736
736
736
736
736
736
737
737
737
737
737
737
737
738
738
738
738
738
738
739
739
739
739
739
739
739
740
740
740
740
740
740
740
740
740
740
740
741
741
741
741
741
741
742
742
742
742
742
742
742
743
743
743
743
743
743
744
744
744
744
744
745
745
745
745
745
745
745
746
746
746
746
747
747
747
747
748
748
748
748
749
749
749
749
750
750
750
750
750
750
750
750
750
751
751
751
751
751
751
752
752
752
752
753
753
753
754
754
754
755
755
755
755
755
756
756
757
757
758
758
759
759
760
760
760
760
761
761
762
762
763
764
765
765
766
767
7687
69
770
{
{
XXX
XX
XX X X XX
XX
XX
X
XX
TRevised 9/24/13
720
710
700
690
720
710
700
690
2 @ 7’ x 8’ RCBC (1’ BURY)
C STA. 114+55.00 -L-L
SKEW = 55 DEGREES
100-YR. WSE50-YR. WSE
GRADE POINT ELEV. = 715.20
(N
OR
MAL)
2.0
4:1 (N
OR
MAL)
2.76:1
GRADE POINT
GRADE POINT
CHANNEL BED
NWS
TOP OF BANK
TOP SLAB
CHANNEL BED
0.8%
C ELEV. = 698.0L
TOP OF BANK
0’50’ LT.150’ LT. 50’ RT. 150’ RT.
PROFILEDIVISION OF HIGHWAYS
SHEET OF
GUILFORD COUNTY
PROJECT: 34821.1.1 (U-2525B)
OF GREENSBORO RELOCATION TO US 29 NORTH
FROM NORTH OF US 70GREENSBORO EASTERN LOOP
NCDOT
03/08/13
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
680 680
690 690
700 700
710 710
720 720
730 730
740 740
750 750
116+50.00
710 710
117+00.00
710 710
720 720
117+50.00
X-83U-2525B
-L-
5 10
707.35
0.0206:1
2.12:1
S.S. 713.00
5.95:1
S.S. 705.36
0.0206:1 6:1
EL.=703.70
2:12:1
WLB
WLB
SITE 10
713.840.0206:1 6:1
S.S. 709.760.0206:1 6:1
6:1
2:1
718.06
0.0206:1
2:1
S.S. 722.59
6:1
2:1
S.S. 714.83
0.0206:1 6:1
SITE 11
WETLANDDENOTES FILL IN
F F
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0’ 100’100’
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
TC
HLIN
E -L- STA. 11
9+
00.0
0 SEE S
HEET 9
MA
TC
HLIN
E -L- STA. 13
2+
00.0
0 SEE S
HEET 11
SEE SHEET 44 FOR -L- PROFILESEE SHEET 61 FOR -Y7- PROFILE
SEE SHEET 2-M FOR BRIDGE SKETCH
NOTE: SEE CROSS-SECTIONS AND ROADWAY STANDARD DRAWINGS,STD. NO. 865.01, SHEET 2 FOR SPECIAL MEDIAN GRADING.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99
SHEET NO.PROJECT REFERENCE NO.
10U-2525B
SEE SHEETS S-1 THRU S-?? FOR STRUCTURE PLANS
RE
VISIO
NS
WE
ST
ER
N P
ROP
ER
TY LIN
E
ON P
AR
CE
L 29
B (N
CD
OT).
(NC P
RIS
ON
DE
PT.), 2
9 (J
AM
ES
L. G
OO
DWIN), A
ND 29
A (N
CD
OT
FO
RM
ER
LY B
ET
TY JE
AN
GO
OD
WIN). R
EVIS
ED
TH
E
LO
CA
TIO
N
OF
TH
E
R/
W
AN
D
C/
A
TO
TH
E
RE
VIS
ED
TH
E
NO
RT
HE
RN P
ROP
ER
TY LIN
E
ON P
AR
CE
L 27 (CIT
Y
OF
GR
EE
NS
BO
RO)
AN
D
TH
E
ADJ
OININ
G S
OU
TH
ER
N P
ROP
ER
TY LIN
ES
ON P
AR
CE
LS 26
PA
RC
EL 29
B
TO
R/
W.
DE
LE
TE
D
PA
RC
EL 28 (D
UK
E
PO
WE
R
CO
MP
AN
Y)
DU
E
TO P
ROP
ER
TY LIN
E
DE
LIN
EA
TIO
N
CH
AN
GIN
G
TO
EAS
EM
EN
T.
29
B (N
CD
OT), A
ND
PA
RC
EL 29
C (MIC
HA
EL
A. F
OW
LE
R). C
HA
NG
ED
TH
E
NO
RT
HE
RN P
ROP
ER
TY LIN
E
ON P
AR
CE
L 29
A
AN
D
TH
E
SO
UT
HE
RN P
ROP
ER
TY LIN
E
ON
03-19-13
R/
W
RE
VISIO
N (D
WG) -
PA
RC
EL 29 (J
AM
ES
L. G
OO
DWIN)
WAS
SU
BDIVID
ED, A
DDIN
G P
AR
CE
L 29
A (N
CD
OT
FO
RM
ER
LY B
ET
TY JE
AN
GO
OD
WIN), P
AR
CE
L
2GIFS
FS
2GI
2GI
15" C
SP
2GI
2GI
2GI
FS
2GI
15" C
SP
15" C
SP
2GI
2GI
( Not to Scale)
RIP RAP AT EMBANKMENT
GradeDitch
DETAIL D
1’5’
1.5’
Type of Liner= CLASS "B" Rip-Rap
SEE DETAIL "C"
SEE DETAIL "F"LATERAL 2’ BASE DITCH
LATERAL 2’ BASE DITCH
3:1
( Not to Scale)
DETAIL F
SlopeFill
b
1"/Ft.3:1 D
B
Std. No. 876.01
*When B is > 6.0’
Natural
Ground
Type of Liner= GRASS
FROM STA. 127+50 TO STA. 128+97 -L- (LT)
b= 5.0 Ft.
B= 2.0 Ft.
Min. D= 1.0 Ft.
SEE DETAIL "FF"
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2’
D
D
Ditch Grade L Ditch Grade
20’
30’
9"
DD
D D
D20’L (See Chart Below)
L
40’
50’
0.0% To 2.0%
Over 2.0% To 4.0%
Over 4.0% To 6.0%
Over 6.0%
C Proposed Ditch
@ STA. 119+98 -L- (RT)
LATERAL 2’ BASE DITCH
Natural
Ground3:1 3:
1
b
Fill Slope
dD
B
( Not to Scale)
Fabric
Filter
1"/Ft.
Std. No. 876.01
*When B is > 6.0’-
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 129+78 TO STA. 130+65 -L- (RT)
LATERAL 2’ BASE DITCH
DETAIL FF
b= 5.0 Ft.
B= 2.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.5 Ft.
AT STA. 128+97 -L- (LT) Est. Qty. 11 TonsAT STA. 129+78 -L- (RT) Est. Qty. 11 Tons
DETAIL P
20:1
Traffic Flow
Outside Ditch
S=Ditch Slope
S
C Proposed Ditch
10:1
0.5’
Min.
GI
etc.
L
2’
1.0’
Max.
( Not to Scale)
FALSE SUMP
DETAIL R
CLASS "B" RIPRAPTOE PROTECTION
W/ ELBOWSROD AND LUG
W/ ELBOWS
ROD AND LUG
127+95 -L- (LT.)BEGIN SBG @
CLASS "B"SEE DETAIL "D"
W/ ELBOWSROD AND LUG
STA. 125+45 -L- (RT.)BEGIN SBG @
SEE DETAIL "D"CLASS "B"
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
42 SQYDS FILTER FAB.EST. 97 TONS
72 SQYDS FILTER FAB.EST. 34 TONS
@ STA. 119+98 -L- (MED)@ STA. 130+48 -L- (MED)
BEGIN APP. SLAB -L- (LT.)END SBG @
BEGIN APP. SLAB -L- (RT.)END SBG @
END APP. SLAB -L- (LT.)BEGIN SBG @
END APP. SLAB -L- (RT.)BEGIN SBG @
15" RC
P-III
15" R
CP-IV
15" RC
P-IV
15" R
CP-IV
15" RC
P-IV
15"
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 125+00 TO STA. 128+25 -L- (RT)
60" CMP
300’ PR
OP.
R/W
27
27 29
27
26
29A
29B
29C
29A
T
T
X
XX
60" CMP
108"
CHL
& 1S
RW
108" C
HL
&
1SR
W
P
356
P
357
108" CHL
z
z
z
SR 2825
CA
MP
BU
RT
ON
RD 21’ B
ST
MTL
MTL
O
T
O
O
O
X
OOOO
O
YY
YYY
YYY
YYYYYYY
YYYY
YYYYYYYY
O
v
v
Y
YYY
Y YY
YYYYY
X
X
X
X
X
X
X
XX
X
X
X
XX
X
XX
XXX
XXXX
XX
X
X
XXX
XX
XX
XX
XX
XX
X
XX
XX
X
X
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
SE = NC
-L-
PI Sta 130+34.85
D
L = 964.43’
T = 482.29’
R = 23,000.00’
-Y7- POTSta. 10+00.00
-Y7- POTSta. 13+75.58
120+00125+00 130+00
-Y7- POT STA. 11+73.23
-L- POC STA. 129+37.56=
N 75° 31’ 3
5.1" E
-L-
-L- PC Sta. 125+52.57
-Y7-
NAD 83/ 95
DUKE POWER COMPANY
JAMES L. GOODWIN
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
60’ R/W
City Of Greensboro
NC PRISON DEPT.
City Of Greensboro
150’ DUKE POWER EASEMENT
EIP
EIP
City Of Greensboro
EIP
150’ DUKE POWER EASEMENT
N 88°3
7’0
7" W
612.9
8’
S 11°0
7’37"
E 488.4
1’
S 88°3
0’4
7" W
363.6
4’
S 88°3
0’4
7" W
581.3
4’
S 11°0
7’37"
E 720.6
9’
N 32°11’3
8" W
6.7
3’
S 31°41’16" E
R 23175’L 409.31’
CH 409.30’
NCDOTFORMERLY BETTY JEAN GOODWIN
NCDOT
FORMERLY BETTY JEAN GOODWIN
NCDOT
MICHAEL A. FOWLER
S
SS
SITE 11
WETLANDDENOTES FILL IN
F F
S S SURFACE WATER
DENOTES IMPACTS IN
GRAPHIC SCALE
0’ 100’100’
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
TC
HLIN
E -L- STA. 11
9+
00.0
0 SEE S
HEET 9
MA
TC
HLIN
E -L- STA. 13
2+
00.0
0 SEE S
HEET 11
SEE SHEET 44 FOR -L- PROFILESEE SHEET 61 FOR -Y7- PROFILE
SEE SHEET 2-M FOR BRIDGE SKETCH
NOTE: SEE CROSS-SECTIONS AND ROADWAY STANDARD DRAWINGS,STD. NO. 865.01, SHEET 2 FOR SPECIAL MEDIAN GRADING.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99
SHEET NO.PROJECT REFERENCE NO.
10U-2525B
SEE SHEETS S-1 THRU S-?? FOR STRUCTURE PLANS
RE
VISIO
NS
WE
ST
ER
N P
ROP
ER
TY LIN
E
ON P
AR
CE
L 29
B (N
CD
OT).
(NC P
RIS
ON
DE
PT.), 2
9 (J
AM
ES
L. G
OO
DWIN), A
ND 29
A (N
CD
OT
FO
RM
ER
LY B
ET
TY JE
AN
GO
OD
WIN). R
EVIS
ED
TH
E
LO
CA
TIO
N
OF
TH
E
R/
W
AN
D
C/
A
TO
TH
E
RE
VIS
ED
TH
E
NO
RT
HE
RN P
ROP
ER
TY LIN
E
ON P
AR
CE
L 27 (CIT
Y
OF
GR
EE
NS
BO
RO)
AN
D
TH
E
ADJ
OININ
G S
OU
TH
ER
N P
ROP
ER
TY LIN
ES
ON P
AR
CE
LS 26
PA
RC
EL 29
B
TO
R/
W.
DE
LE
TE
D
PA
RC
EL 28 (D
UK
E
PO
WE
R
CO
MP
AN
Y)
DU
E
TO P
ROP
ER
TY LIN
E
DE
LIN
EA
TIO
N
CH
AN
GIN
G
TO
EAS
EM
EN
T.
29
B (N
CD
OT), A
ND
PA
RC
EL 29
C (MIC
HA
EL
A. F
OW
LE
R). C
HA
NG
ED
TH
E
NO
RT
HE
RN P
ROP
ER
TY LIN
E
ON P
AR
CE
L 29
A
AN
D
TH
E
SO
UT
HE
RN P
ROP
ER
TY LIN
E
ON
03-19-13
R/
W
RE
VISIO
N (D
WG) -
PA
RC
EL 29 (J
AM
ES
L. G
OO
DWIN)
WAS
SU
BDIVID
ED, A
DDIN
G P
AR
CE
L 29
A (N
CD
OT
FO
RM
ER
LY B
ET
TY JE
AN
GO
OD
WIN), P
AR
CE
L
2GIFS
FS
2GI
2GI
15" C
SP
2GI
2GI
2GI
FS
2GI
15" C
SP
15" C
SP
2GI
2GI
( Not to Scale)
RIP RAP AT EMBANKMENT
GradeDitch
DETAIL D
1’5’
1.5’
Type of Liner= CLASS "B" Rip-Rap
SEE DETAIL "C"
SEE DETAIL "F"LATERAL 2’ BASE DITCH
LATERAL 2’ BASE DITCH
3:1
( Not to Scale)
DETAIL F
SlopeFill
b
1"/Ft.3:1 D
B
Std. No. 876.01
*When B is > 6.0’
Natural
Ground
Type of Liner= GRASS
FROM STA. 127+50 TO STA. 128+97 -L- (LT)
b= 5.0 Ft.
B= 2.0 Ft.
Min. D= 1.0 Ft.
SEE DETAIL "FF"
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2’
D
D
Ditch Grade L Ditch Grade
20’
30’
9"
DD
D D
D20’L (See Chart Below)
L
40’
50’
0.0% To 2.0%
Over 2.0% To 4.0%
Over 4.0% To 6.0%
Over 6.0%
C Proposed Ditch
@ STA. 119+98 -L- (RT)
LATERAL 2’ BASE DITCH
Natural
Ground3:1 3:
1
b
Fill Slope
dD
B
( Not to Scale)
Fabric
Filter
1"/Ft.
Std. No. 876.01
*When B is > 6.0’-
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 129+78 TO STA. 130+65 -L- (RT)
LATERAL 2’ BASE DITCH
DETAIL FF
b= 5.0 Ft.
B= 2.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.5 Ft.
AT STA. 128+97 -L- (LT) Est. Qty. 11 TonsAT STA. 129+78 -L- (RT) Est. Qty. 11 Tons
DETAIL P
20:1
Traffic Flow
Outside Ditch
S=Ditch Slope
S
C Proposed Ditch
10:1
0.5’
Min.
GI
etc.
L
2’
1.0’
Max.
( Not to Scale)
FALSE SUMP
DETAIL R
CLASS "B" RIPRAPTOE PROTECTION
W/ ELBOWSROD AND LUG
W/ ELBOWS
ROD AND LUG
127+95 -L- (LT.)BEGIN SBG @
CLASS "B"SEE DETAIL "D"
W/ ELBOWSROD AND LUG
STA. 125+45 -L- (RT.)BEGIN SBG @
SEE DETAIL "D"CLASS "B"
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
42 SQYDS FILTER FAB.EST. 97 TONS
72 SQYDS FILTER FAB.EST. 34 TONS
@ STA. 119+98 -L- (MED)@ STA. 130+48 -L- (MED)
BEGIN APP. SLAB -L- (LT.)END SBG @
BEGIN APP. SLAB -L- (RT.)END SBG @
END APP. SLAB -L- (LT.)BEGIN SBG @
END APP. SLAB -L- (RT.)BEGIN SBG @
15" RC
P-III
15" R
CP-IV
15" RC
P-IV
15" R
CP-IV
15" RC
P-IV
15"
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 125+00 TO STA. 128+25 -L- (RT)
60" CMP
300’ PR
OP.
R/W
27
27 29
27
26
29A
29B
29C
29A
T
T
X
XX
60" CMP
108"
CHL
& 1S
RW
108" C
HL
&
1SR
W
P
356
P
357
108" CHL
z
z
z
SR 2825
CA
MP
BU
RT
ON
RD 21’ B
ST
MTL
MTL
O
T
O
O
O
X
OOOO
O
YY
YYY
YYY
YYYYYYY
YYYY
YYYYYYYY
O
v
v
Y
YYY
Y YY
YYYYY
X
X
X
X
X
X
X
XX
X
X
X
XX
X
XX
XXX
XXXX
XX
X
X
XXX
XX
XX
XX
XX
XX
X
XX
XX
X
X
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
SE = NC
-L-
PI Sta 130+34.85
D
L = 964.43’
T = 482.29’
R = 23,000.00’
-Y7- POTSta. 10+00.00
-Y7- POTSta. 13+75.58
120+00125+00 130+00
-Y7- POT STA. 11+73.23
-L- POC STA. 129+37.56=
N 75° 31’ 3
5.1" E
-L-
-L- PC Sta. 125+52.57
-Y7-
NAD 83/ 95
DUKE POWER COMPANY
JAMES L. GOODWIN
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
60’ R/W
City Of Greensboro
NC PRISON DEPT.
City Of Greensboro
150’ DUKE POWER EASEMENT
EIP
EIP
City Of Greensboro
EIP
150’ DUKE POWER EASEMENT
N 88°3
7’0
7" W
612.9
8’
S 11°0
7’37"
E 488.4
1’
S 88°3
0’4
7" W
363.6
4’
S 88°3
0’4
7" W
581.3
4’
S 11°0
7’37"
E 720.6
9’
N 32°11’3
8" W
6.7
3’
S 31°41’16" E
R 23175’L 409.31’
CH 409.30’
NCDOTFORMERLY BETTY JEAN GOODWIN
NCDOT
FORMERLY BETTY JEAN GOODWIN
NCDOT
MICHAEL A. FOWLER
S
688
689
689
690
690
690
690
691
691
691
691 692
692
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32
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SS