site 24 - united states army corps of engineers...wetland denotes fill in f f graphic scale 100’...
TRANSCRIPT
WETLANDDENOTES FILL IN
F F
GRAPHIC SCALE
0’ 100’100’
HC HCCLEARING
DENOTES HAND
SITE 23
SITE 24
MA
TC
HLIN
E -Y4- STA. 43+
00.0
0 SEE SH
EET 26
MA
TC
HLIN
E -Y4- STA. 31+
50.0
0 SEE SH
EET 7
SEE SH
EET 26
MATC
HLIN
E -Y5B- STA. 12
+00.0
0
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
SEE SHEET 55 FOR -Y4- PROFILE
SEE SHEET 60 FOR -DRV1- PROFILE
SEE SHEET 60 FOR -Y4A- PROFILE
SEE SHEET 60 FOR -DRV3- PROFILESEE SHEET 61 FOR -Y5B- PROFILE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
25U-2525B
RE
VISIO
NS
11-27-12
R/
W
RE
VISIO
N (J
BG) -
RE
VIS
ED
TH
E
TC
E
AN
D
AD
DE
D
PU
E
ON P
AR
CE
L 24 (J
OH
N
LE
E
BR
OA
DW
AY
&
TIF
FA
NY
N. B
RO
AD
WA
Y)
AN
D
PA
RC
EL 78 (A
LB
ER
T
L. R
HE
W, J
R.)
RE
VIS
ED
TH
E
PU
E
ON P
AR
CE
L 79 (U
NK
NO
WN)
AN
D
PA
RC
EL 24 (J
OH
N
LE
E
BR
OA
DW
AY
&
TIF
FA
NY
N. B
RO
AD
WA
Y) F
RO
M -
Y4
A-
ST
A. 10+50
TO
THIS
AR
EA IS
DE
ED
ED
TO P
AR
CE
L 4 (CIT
Y
OF
GR
EE
NS
BO
RO).
PR
OP
ER
TY LIN
E.
CH
AN
GE
D
TH
E
EXIS
TIN
G
R/
W
LIN
ES
TO P
ROP
ER
TY LIN
ES
BE
TW
EE
N P
AR
CE
L 24 (A
LB
ER
T
L. R
HE
W, J
R.) A
ND
PA
RC
EL 80 (N
OR
TH
EAS
T
BAP
TIS
T
CH
UR
CH) -
(JO
HN
LE
E
BR
OA
DW
AY
&
TIF
FA
NY
N. B
RO
AD
WA
Y)
TO (A
LB
ER
T
L. R
HE
W JR.).
CO
MBIN
ED
PA
RC
ELS 24
AN
D 78 IN
TO P
AR
CE
L 24 (A
LB
ER
T
L. R
HE
W JR.) A
ND
RE
VIS
ED
TH
E
SO
UT
HE
RN
03-19-13
R/
W
RE
VISIO
N (D
WG) -
CO
MBIN
ED
PA
RC
ELS 4
AN
D 79 IN
TO P
AR
CE
L 4 (CIT
Y
OF
GR
EE
NS
BO
RO). R
EVIS
ED
TH
E
PR
OP
ER
TY
OW
NE
R
NA
ME
ON P
AR
CE
L 24
100’ PR
OP.
R/W
100’ PR
OP.
R/W
100’ PR
OP. R/W
23
24
4
80
81
80
4
SEE DETAIL "C"
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. 38+50 TO STA. 39+00 -Y4- (LT)
STA. 37+05 -Y4- (LT.)END SBG @
2GI2GI
2GI
2GI
CLASS "B" RIPRAPTOE PROTECTION
CLASS "B" RIPRAP PAD
EST. 22 SY FABRICEST. 7 TONSW/ FILTER FABRICCLASS "B" RIP RAP
PSH
W/ ELBOWSROD AND LUG
STA. 37+05 -Y4- (RT.)END SBG @
RIPRAP PADCLASS "B"
15" C
SP
83 SQYDS FILTER FAB.Est. 25 Tons
( Not to Scale)
EXIS
TIN
G
BA
NK
PIP
E
OU
TLET
CH
AN
NEL
d= 1.0 Ft.
DET
AIL
VV
STA. 21+
00 -Y4RPB- (L
T)
STA. 35+69 -Y4- (LT.)BEG. SBG @
STA. 35+50 -Y4- (RT.)BEG. SBG @
SEE DETAIL SHEET 2-L
PREFORMED SCOUR HOLE
SEE DETAIL SHEET 2-LPSH
18"
LATERAL ’V’ DITCH( Not to Scale)
Natural
GroundD
3:1 3:1
bFill
Slope1"/Ft.
DETAIL B
b= 5.0 Ft.
Min. D= 1.0 Ft.
FROM STA. 12+89 TO STA. 14+50 -Y4A- (LT)
EST. 10 SY FABRIC
EST. 3 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAPSEE DETAIL "B"LATERAL "V" DITCH
27 SY FABRICEst. 15 Tons
27 SY FABRICEst. 15 Tons
18" RCP-III
36" RC
P-III
15" RCP-III
15" RCP-III
2501
2502
2503
2504
25052506
2507
2508
HW
18" R
CP-IV REMOVE MH AND 18" RCP
GRADE TO DRAIN
2509
c
c
b
b
OO
c
O
O
30"
DIP
10"
DIP
10"
DIP
30"
DIP
30"
DIP
4" PLASTIC
4" PLASTIC
4" PLASTIC
TESTHOLE 13
TESTHOLE 14
TESTHOLE 15
TESTHOLE 16
TESTHOLE 17
TESTHOLE 18
MARKER
TELEPHONE
MARKER
FIB
ER
MARKER
FIB
ER
SS
MH
15"
CO
NC
m18" CONC
NC
NC
-Y4- PC STA. 35+53.96
-Y4- PT STA. 41+39.88
35+00
40+00
-Y4-
-Y5B-
-Y5B- POTSta. 10+00.00
.07
.02
N 30° 20’ 51.7" E
SR 2770 HUFFINE MILL RD 22’ BST
.01.0
2
.00.0
2
.01.0
2
.02
.03
.04
.04 .0
3
.02
.01.0
2
.00.0
2
.01.0
2
-DRV3- POT Sta. 10+00.00
-DRV3- PC Sta. 10+13.39
-DRV3- PRC Sta. 11+63.90
-DRV3- PT Sta. 12+54.13
-DRV3- POT Sta. 13+77.40
-Y4A- POT Sta. 15+54.51
-Y4A- PT Sta. 15+39.89
-Y4A- PC Sta. 13+60.06
-Y4A- POT Sta. 10+00.00
-DRV1- PC Sta. 10+06.67
-DRV1- PT Sta. 11+89.15
-DRV1- POT Sta. 12+03.46
-DRV1- PRC Sta. 11+01.67
-DRV1- POT Sta. 10+00.00
-Y4A- POT Sta. 12+59.00 =
PI Sta 38+56.26
D
L = 585.92’
T = 302.31’
R = 965.00’
-Y4A-
SE = 04
RO = 100’
-Y4--DRV1-
PI Sta 10+59.14
D
L = 95.00’
T = 52.47’
R = 90.00’
PI Sta 11+49.21
D
L = 87.47’
T = 47.54’
R = 90.00’
PI Sta 10+92.41
D
L = 150.51’
T = 79.02’
R = 200.00’
PI Sta 12+09.36
D
L = 90.22’
T = 45.45’
R = 300.00’
PI Sta 14+51.52
D
L = 179.83’
T = 91.46’
R = 400.00’
.04
.03
.02
.01
.00
.02.02
.01
15+00
.04
.02
.02
.01
.00
.01
NC
.03
NC
-Y4- POT Sta. 35+00.00=
-DRV3-
-Y4
A-
NAD 83/ 95
.02
.02
.02F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
FC
CC
C
C
C
C
C
C
C
C
C
C
CC
FF
F
FF
F
F
F
F
F
FF
F
F
F
15"
CO
NC
18" CONC
30
20’ BST
20’ BST
31
84"
CH
L
84" CHL
48" CHL
48" C
HL
32
34
35
36
37
38
349
CO
NC
48" WD RAIL
41
RAIL
36" WD
GR
39
W/LT
CO
NC
POOL
1SFD
CANOPY
CHURCH
NORTHEAST BAPTIST
1SBK
S
S
W/LT
S
BALL FIELD
S
W/LT BST
G
2SFD
S
1SFD
1SBKD
18’ BST
BALL FIELD
GR
S
GR
GR
N02°4
8’5
4"E
368.2
5’
N02°4
7’5
7"E
483.7
4’
N73°26’50"E286.00’
N88°42’0
0"W
190.10’
N23°48’13"E
355.77’
N39°17’14"
E
S73°0
2’15
"E
639.6
0’
Dewey E. Coleman
Albert L. Rhew Jr.
15’ U
TILIT
Y EASE
MENT
15’ UTILITY EASEMENT
EIP
Robert L. Mefford
Northeast Baptist Church
N85°33’34"
E
83.8
3’
N04°4
0’0
1"W
NCDOT
Baptist C
hurc
h
Nort
heast
15’
UTILIT
Y EASE
MENT
Northeast Baptist Church
468.9
7’
ALBERT L. RHEW JR
N 01°04’18" E
887.3
4’
N 01°04’0
8" E
592.11’
N 01°04’0
8" E
607.14’
CITY OF GREENSBORO
CIT
Y
OF GREENSB
OR
O
15"
CO
NC
18" CONC
30
20’ BST
20’ BST
31
84"
CH
L
84" CHL
48" CHL
48" C
HL
32
34
35
36
37
38
349
CO
NC
48" WD RAIL
41
RAIL
36" WD
GR
39
W/LT
CO
NC
POOL
1SFD
CANOPY
CHURCH
NORTHEAST BAPTIST
1SBK
S
S
W/LT
S
BALL FIELD
S
W/LT BST
G
2SFD
S
1SFD
1SBKD
18’ BST
BALL FIELD
GR
S
GR
GR
HC
SEE DETAIL "C"
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. 38+50 TO STA. 39+00 -Y4- (LT)
STA. 37+05 -Y4- (LT.)END SBG @
2GI2GI
2GI
2GI
CLASS "B" RIPRAPTOE PROTECTION
CLASS "B" RIPRAP PAD
EST. 22 SY FABRICEST. 7 TONSW/ FILTER FABRICCLASS "B" RIP RAP
PSH
W/ ELBOWSROD AND LUG
STA. 37+05 -Y4- (RT.)END SBG @
RIPRAP PADCLASS "B"
15" C
SP
83 SQYDS FILTER FAB.Est. 25 Tons
( Not to Scale)
EXIS
TIN
G
BA
NK
PIP
E
OU
TLET
CH
AN
NEL
d= 1.0 Ft.
DET
AIL
VV
STA. 21+
00 -Y4RPB- (L
T)
STA. 35+69 -Y4- (LT.)BEG. SBG @
STA. 35+50 -Y4- (RT.)BEG. SBG @
SEE DETAIL SHEET 2-L
PREFORMED SCOUR HOLE
SEE DETAIL SHEET 2-LPSH
18"
LATERAL ’V’ DITCH( Not to Scale)
Natural
GroundD
3:1 3:1
bFill
Slope1"/Ft.
DETAIL B
b= 5.0 Ft.
Min. D= 1.0 Ft.
FROM STA. 12+89 TO STA. 14+50 -Y4A- (LT)
EST. 10 SY FABRIC
EST. 3 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAPSEE DETAIL "B"LATERAL "V" DITCH
27 SY FABRICEst. 15 Tons
27 SY FABRICEst. 15 Tons
18" RCP-III
36" RC
P-III
15" RCP-III
15" RCP-III
HW
18" R
CP-IV REMOVE MH AND 18" RCP
GRADE TO DRAIN
15"
CO
NC
m18" CONC
c
c
b
b
OO
c
O
O
30"
DIP
10"
DIP
10"
DIP
30"
DIP
30"
DIP
4" PLASTIC
4" PLASTIC
4" PLASTIC
TESTHOLE 13
TESTHOLE 14
TESTHOLE 15
TESTHOLE 16
TESTHOLE 17
TESTHOLE 18
MARKER
TELEPHONE
MARKER
FIB
ER
MARKER
FIB
ER
SS
MH
100’ PR
OP.
R/W
100’ PR
OP.
R/W
100’ PR
OP. R/W
23
24
4
80
81
80
4
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
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
FC
CC
C
C
C
C
C
C
C
C
C
C
CC
FF
F
FF
F
F
F
F
F
FF
F
F
F
35+00
40+00
N 30° 20’ 51.7" E
SR 2770 HUFFINE MILL RD 22’ BST
PI Sta 38+56.26
D
L = 585.92’
T = 302.31’
R = 965.00’
-Y4A-
SE = 04
RO = 100’
-Y4--DRV1-
PI Sta 10+59.14
D
L = 95.00’
T = 52.47’
R = 90.00’
PI Sta 11+49.21
D
L = 87.47’
T = 47.54’
R = 90.00’
PI Sta 10+92.41
D
L = 150.51’
T = 79.02’
R = 200.00’
PI Sta 12+09.36
D
L = 90.22’
T = 45.45’
R = 300.00’
PI Sta 14+51.52
D
L = 179.83’
T = 91.46’
R = 400.00’
15+00
-DRV3-
-Y4
A-
NAD 83/ 95
Dewey E. Coleman
Albert L. Rhew Jr.
15’ U
TILIT
Y EASE
MENT
15’ UTILITY EASEMENT
Robert L. Mefford
Northeast Baptist Church
NCDOT
Baptist C
hurc
h
Nort
heast
15’
UTILIT
Y EASE
MENT
Northeast Baptist Church
ALBERT L. RHEW JR
CITY OF GREENSBORO
CIT
Y
OF GREENSB
OR
O
WETLANDDENOTES FILL IN
F F
GRAPHIC SCALE
0’ 100’100’
HC HCCLEARING
DENOTES HAND
SITE 23
SITE 24
MA
TC
HLIN
E -Y4- STA. 43+
00.0
0 SEE SH
EET 26
MA
TC
HLIN
E -Y4- STA. 31+
50.0
0 SEE SH
EET 7
SEE SH
EET 26
MATC
HLIN
E -Y5B- STA. 12
+00.0
0
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
SEE SHEET 55 FOR -Y4- PROFILE
SEE SHEET 60 FOR -DRV1- PROFILE
SEE SHEET 60 FOR -Y4A- PROFILE
SEE SHEET 60 FOR -DRV3- PROFILESEE SHEET 61 FOR -Y5B- PROFILE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
25U-2525B
RE
VISIO
NS
11-27-12
R/
W
RE
VISIO
N (J
BG) -
RE
VIS
ED
TH
E
TC
E
AN
D
AD
DE
D
PU
E
ON P
AR
CE
L 24 (J
OH
N
LE
E
BR
OA
DW
AY
&
TIF
FA
NY
N. B
RO
AD
WA
Y)
AN
D
PA
RC
EL 78 (A
LB
ER
T
L. R
HE
W, J
R.)
RE
VIS
ED
TH
E
PU
E
ON P
AR
CE
L 79 (U
NK
NO
WN)
AN
D
PA
RC
EL 24 (J
OH
N
LE
E
BR
OA
DW
AY
&
TIF
FA
NY
N. B
RO
AD
WA
Y) F
RO
M -
Y4
A-
ST
A. 10+50
TO
THIS
AR
EA IS
DE
ED
ED
TO P
AR
CE
L 4 (CIT
Y
OF
GR
EE
NS
BO
RO).
PR
OP
ER
TY LIN
E.
CH
AN
GE
D
TH
E
EXIS
TIN
G
R/
W
LIN
ES
TO P
ROP
ER
TY LIN
ES
BE
TW
EE
N P
AR
CE
L 24 (A
LB
ER
T
L. R
HE
W, J
R.) A
ND
PA
RC
EL 80 (N
OR
TH
EAS
T
BAP
TIS
T
CH
UR
CH) -
(JO
HN
LE
E
BR
OA
DW
AY
&
TIF
FA
NY
N. B
RO
AD
WA
Y)
TO (A
LB
ER
T
L. R
HE
W JR.).
CO
MBIN
ED
PA
RC
ELS 24
AN
D 78 IN
TO P
AR
CE
L 24 (A
LB
ER
T
L. R
HE
W JR.) A
ND
RE
VIS
ED
TH
E
SO
UT
HE
RN
03-19-13
R/
W
RE
VISIO
N (D
WG) -
CO
MBIN
ED
PA
RC
ELS 4
AN
D 79 IN
TO P
AR
CE
L 4 (CIT
Y
OF
GR
EE
NS
BO
RO). R
EVIS
ED
TH
E
PR
OP
ER
TY
OW
NE
R
NA
ME
ON P
AR
CE
L 24
100’ PR
OP.
R/W
100’ PR
OP.
R/W
100’ PR
OP. R/W
23
24
4
80
81
80
4
SEE DETAIL "C"
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. 38+50 TO STA. 39+00 -Y4- (LT)
STA. 37+05 -Y4- (LT.)END SBG @
2GI2GI
2GI
2GI
CLASS "B" RIPRAPTOE PROTECTION
CLASS "B" RIPRAP PAD
EST. 22 SY FABRICEST. 7 TONSW/ FILTER FABRICCLASS "B" RIP RAP
PSH
W/ ELBOWSROD AND LUG
STA. 37+05 -Y4- (RT.)END SBG @
RIPRAP PADCLASS "B"
15" C
SP
83 SQYDS FILTER FAB.Est. 25 Tons
( Not to Scale)
EXIS
TIN
G
BA
NK
PIP
E
OU
TLET
CH
AN
NEL
d= 1.0 Ft.
DET
AIL
VV
STA. 21+
00 -Y4RPB- (L
T)
STA. 35+69 -Y4- (LT.)BEG. SBG @
STA. 35+50 -Y4- (RT.)BEG. SBG @
SEE DETAIL SHEET 2-L
PREFORMED SCOUR HOLE
SEE DETAIL SHEET 2-LPSH
18"
LATERAL ’V’ DITCH( Not to Scale)
Natural
GroundD
3:1 3:1
bFill
Slope1"/Ft.
DETAIL B
b= 5.0 Ft.
Min. D= 1.0 Ft.
FROM STA. 12+89 TO STA. 14+50 -Y4A- (LT)
EST. 10 SY FABRIC
EST. 3 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAPSEE DETAIL "B"LATERAL "V" DITCH
27 SY FABRICEst. 15 Tons
27 SY FABRICEst. 15 Tons
18" RCP-III
36" RC
P-III
15" RCP-III
15" RCP-III
2501
2502
2503
2504
25052506
2507
2508
HW
18" R
CP-IV REMOVE MH AND 18" RCP
GRADE TO DRAIN
2509
c
c
b
b
OO
c
O
O
30"
DIP
10"
DIP
10"
DIP
30"
DIP
30"
DIP
4" PLASTIC
4" PLASTIC
4" PLASTIC
TESTHOLE 13
TESTHOLE 14
TESTHOLE 15
TESTHOLE 16
TESTHOLE 17
TESTHOLE 18
MARKER
TELEPHONE
MARKER
FIB
ER
MARKER
FIB
ER
SS
MH
15"
CO
NC
m18" CONC
NC
NC
-Y4- PC STA. 35+53.96
-Y4- PT STA. 41+39.88
35+00
40+00
-Y4-
-Y5B-
-Y5B- POTSta. 10+00.00
.07
.02
N 30° 20’ 51.7" E
SR 2770 HUFFINE MILL RD 22’ BST
.01.0
2
.00.0
2
.01.0
2
.02
.03
.04
.04 .0
3
.02
.01.0
2
.00.0
2
.01.0
2
-DRV3- POT Sta. 10+00.00
-DRV3- PC Sta. 10+13.39
-DRV3- PRC Sta. 11+63.90
-DRV3- PT Sta. 12+54.13
-DRV3- POT Sta. 13+77.40
-Y4A- POT Sta. 15+54.51
-Y4A- PT Sta. 15+39.89
-Y4A- PC Sta. 13+60.06
-Y4A- POT Sta. 10+00.00
-DRV1- PC Sta. 10+06.67
-DRV1- PT Sta. 11+89.15
-DRV1- POT Sta. 12+03.46
-DRV1- PRC Sta. 11+01.67
-DRV1- POT Sta. 10+00.00
-Y4A- POT Sta. 12+59.00 =
PI Sta 38+56.26
D
L = 585.92’
T = 302.31’
R = 965.00’
-Y4A-
SE = 04
RO = 100’
-Y4--DRV1-
PI Sta 10+59.14
D
L = 95.00’
T = 52.47’
R = 90.00’
PI Sta 11+49.21
D
L = 87.47’
T = 47.54’
R = 90.00’
PI Sta 10+92.41
D
L = 150.51’
T = 79.02’
R = 200.00’
PI Sta 12+09.36
D
L = 90.22’
T = 45.45’
R = 300.00’
PI Sta 14+51.52
D
L = 179.83’
T = 91.46’
R = 400.00’
.04
.03
.02
.01
.00
.02.02
.01
15+00
.04
.02
.02
.01
.00
.01
NC
.03
NC
-Y4- POT Sta. 35+00.00=
-DRV3-
-Y4
A-
NAD 83/ 95
.02
.02
.02F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
C
F
C
F
C
C
C
C
C
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C
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C
C
C
F
F
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FC
CC
C
C
C
C
C
C
C
C
C
C
CC
FF
F
FF
F
F
F
F
F
FF
F
F
F
15"
CO
NC
18" CONC
30
20’ BST
20’ BST
31
84"
CH
L
84" CHL
48" CHL
48" C
HL
32
34
35
36
37
38
349
CO
NC
48" WD RAIL
41
RAIL
36" WD
GR
39
W/LT
CO
NC
POOL
1SFD
CANOPY
CHURCH
NORTHEAST BAPTIST
1SBK
S
S
W/LT
S
BALL FIELD
S
W/LT BST
G
2SFD
S
1SFD
1SBKD
18’ BST
BALL FIELD
GR
S
GR
GR
N02°4
8’5
4"E
368.2
5’
N02°4
7’5
7"E
483.7
4’
N73°26’50"E286.00’
N88°42’0
0"W
190.10’
N23°48’13"E
355.77’
N39°17’14"
E
S73°0
2’15
"E
639.6
0’
Dewey E. Coleman
Albert L. Rhew Jr.
15’ U
TILIT
Y EASE
MENT
15’ UTILITY EASEMENT
EIP
Robert L. Mefford
Northeast Baptist Church
N85°33’34"
E
83.8
3’
N04°4
0’0
1"W
NCDOT
Baptist C
hurc
h
Nort
heast
15’
UTILIT
Y EASE
MENT
Northeast Baptist Church
468.9
7’
ALBERT L. RHEW JR
N 01°04’18" E
887.3
4’
N 01°04’0
8" E
592.11’
N 01°04’0
8" E
607.14’
CITY OF GREENSBORO
CIT
Y
OF GREENSB
OR
O
15"
CO
NC
18" CONC
30
20’ BST
20’ BST
31
84"
CH
L
84" CHL
48" CHL
48" C
HL
32
34
35
36
37
38
349
CO
NC
48" WD RAIL
41
RAIL
36" WD
GR
39
W/LT
CO
NC
POOL
1SFD
CANOPY
CHURCH
NORTHEAST BAPTIST
1SBK
S
S
W/LT
S
BALL FIELD
S
W/LT BST
G
2SFD
S
1SFD
1SBKD
18’ BST
BALL FIELD
GR
S
GR
GR
742
743744
745
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745
746
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780780
HC
SEE DETAIL "C"
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. 38+50 TO STA. 39+00 -Y4- (LT)
STA. 37+05 -Y4- (LT.)END SBG @
2GI2GI
2GI
2GI
CLASS "B" RIPRAPTOE PROTECTION
CLASS "B" RIPRAP PAD
EST. 22 SY FABRICEST. 7 TONSW/ FILTER FABRICCLASS "B" RIP RAP
PSH
W/ ELBOWSROD AND LUG
STA. 37+05 -Y4- (RT.)END SBG @
RIPRAP PADCLASS "B"
15" C
SP
83 SQYDS FILTER FAB.Est. 25 Tons
( Not to Scale)
EXIS
TIN
G
BA
NK
PIP
E
OU
TLET
CH
AN
NEL
d= 1.0 Ft.
DET
AIL
VV
STA. 21+
00 -Y4RPB- (L
T)
STA. 35+69 -Y4- (LT.)BEG. SBG @
STA. 35+50 -Y4- (RT.)BEG. SBG @
SEE DETAIL SHEET 2-L
PREFORMED SCOUR HOLE
SEE DETAIL SHEET 2-LPSH
18"
LATERAL ’V’ DITCH( Not to Scale)
Natural
GroundD
3:1 3:1
bFill
Slope1"/Ft.
DETAIL B
b= 5.0 Ft.
Min. D= 1.0 Ft.
FROM STA. 12+89 TO STA. 14+50 -Y4A- (LT)
EST. 10 SY FABRIC
EST. 3 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAPSEE DETAIL "B"LATERAL "V" DITCH
27 SY FABRICEst. 15 Tons
27 SY FABRICEst. 15 Tons
18" RCP-III
36" RC
P-III
15" RCP-III
15" RCP-III
HW
18" R
CP-IV REMOVE MH AND 18" RCP
GRADE TO DRAIN
15"
CO
NC
m18" CONC
c
c
b
b
OO
c
O
O
30"
DIP
10"
DIP
10"
DIP
30"
DIP
30"
DIP
4" PLASTIC
4" PLASTIC
4" PLASTIC
TESTHOLE 13
TESTHOLE 14
TESTHOLE 15
TESTHOLE 16
TESTHOLE 17
TESTHOLE 18
MARKER
TELEPHONE
MARKER
FIB
ER
MARKER
FIB
ER
SS
MH
100’ PR
OP.
R/W
100’ PR
OP.
R/W
100’ PR
OP. R/W
23
24
4
80
81
80
4
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
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
FC
CC
C
C
C
C
C
C
C
C
C
C
CC
FF
F
FF
F
F
F
F
F
FF
F
F
F
35+00
40+00
N 30° 20’ 51.7" E
SR 2770 HUFFINE MILL RD 22’ BST
PI Sta 38+56.26
D
L = 585.92’
T = 302.31’
R = 965.00’
-Y4A-
SE = 04
RO = 100’
-Y4--DRV1-
PI Sta 10+59.14
D
L = 95.00’
T = 52.47’
R = 90.00’
PI Sta 11+49.21
D
L = 87.47’
T = 47.54’
R = 90.00’
PI Sta 10+92.41
D
L = 150.51’
T = 79.02’
R = 200.00’
PI Sta 12+09.36
D
L = 90.22’
T = 45.45’
R = 300.00’
PI Sta 14+51.52
D
L = 179.83’
T = 91.46’
R = 400.00’
15+00
-DRV3-
-Y4
A-
NAD 83/ 95
Dewey E. Coleman
Albert L. Rhew Jr.
15’ U
TILIT
Y EASE
MENT
15’ UTILITY EASEMENT
Robert L. Mefford
Northeast Baptist Church
NCDOT
Baptist C
hurc
h
Nort
heast
15’
UTILIT
Y EASE
MENT
Northeast Baptist Church
ALBERT L. RHEW JR
CITY OF GREENSBORO
CIT
Y
OF GREENSB
OR
O
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
740 740
35+50.00
750 750
760 760
770 770
780 780
740 740
36+00.00
750 750
760 760
770 770
780 780
740 740
36+50.00
X-233U-2525B
-Y4-
5 10
754.35
0.025 0.025
2.19:1
2:1
750.89
0.040 0.040
2:1 2:1
WLB
WLB
SITE 24
754.17
0.040 0.040
2.50:1
S.S. 755.148
2.04:1
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 25
X
XX
X
XX
XX
X
X XX
X
X
X
X
X
X X
X
XX
X
XX
X
XX X
XX
XX
XX
X
X
X
X
XX X
X
Y Y
Y YYY
X
X
XX
XXX
X
X
X
X
XX
XX
X
XX
X
YYYYYYYYY
XX
XXXXXXXXXXXX
XXXX
XX
XX
XX
X
XX
X
XR
100
R
101 R
102R
103
R
104
X
X
X
X
R
95
Q
372
GR
R
96R
97
Q
371
60" ELEC
60"
EL
EC
60"
EL
EC
R
98
12" CONC
5SBW
5SBW
R
99
48"
CH
L
48"
WD
15" CONC
15" CONC
12" CONC
GR
CONC
15"
CONC
15"
GR
10"
CO
NC
SR 2833
LIN
K
RD
GR
McKNIGHT MILL RD 20’ BST
McKNIGHT MILL RD 20’ BST
P
105
R
375
Q
374
z
z
X
XX
X
X
r
XX
X
X
Y
X
X
X
YY
Y
Y
Y
YYY
YYYY
YY
YY
Y
Y
YY
OO
XX X
XX
X
XX
X
XXX
X
X
XX
XXXX
XX
XX
X
YY
Y
Y
Y
O
O
OO
X
O
X
X
X
X
XX
H
Y
Y
X
XX
X
YYYYYY
Y
YY
Y
X
XX
Y Y Y Y Y Y
X
X
XXX X
X
X
X
X X
X
YY
YY
YY
YYY Y Y Y YY
Y YY
YYY
YYY
YY
YY
Y Y Y
v
v
X
Y
O
O
X
X
XXX
X
X
O
YY
YY
Y Y Y
WE=755.0
POND
GR
1SFD
1SBKD
1SBKD
G
1SBKD
24" C
ON
C
CA
NN
AN F
OR
ES
T
DR 20’
BS
T
4S
BW
TS
COLLAR AND EXTEND
COLLAR AND EXTEND
24"
24" 15"
15"
RETAIN
Front DitchSlope
Natural
Ground
D
( Not to Scale)
SPECIAL CUT DITCH w/HINGE
3.0’
3:1
D
D
FROM STA. 32+00 TO STA. 32+86 -Y11- (LT)
Flatter
3:1 or
2:1
Min. D= 1.0 Ft.
DETAIL CC
SEE DETAIL "CC"SPECIAL CUT DITCH
SlopeDitchFront
Natural
GroundD
3:1
( Not to Scale)
SPECIAL CUT DITCH
Flatter
3:1 or
Min. D= 1.0 Ft.
GRADE TO DRAIN
FROM STA. 29+50 TO STA. 31+50 -Y11- (LT)
DETAIL CD
SEE DETAIL "CD"SPECIAL CUT DITCH
REMOVE
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
STA. 32+79 -Y11- (RT) Est. 4.0 Tons Class "B" RipRap
S
24" C
ON
C
HI
4
HII
4
30" DIP
30"
DIP
20" DIP
20" D
IP
20" DIP
30" DIP
RETAIN EXIST. R/W
54
54
94
95
96
56RETAIN
C
C
C
C
C
F
C
FF
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
FF
C
C
C
C
-Y11-
= 19° 38’ 06.2" (LT)
PI Sta 26+80.11
D
D = 6° 09’ 39.0"
L = 318.71’
T = 160.93’
R = 930.00’
SE = .04
30+00 35+0040+00-Y11-
RO = 96’
-Y11- PT Sta. 28+37.88
NAD 83/ 95
Thomas G. Hayes Jr.
Katherine G. Moore
Harold A. Horton
PAULINE C. R. IRVING
THOMAS G. HAYES
10’X70’ SIGHT EASEMENT10’X70’ SIGHT EASEMENT
10’ ACCESS EASEMENT
10’ UTILITY EASEMENT
10’
UTILIT
Y
EA
SE
ME
NT
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
60’
R/
W
65’
R/
W
EXIS
TIN
G
R/
W
10’
UTILIT
Y
EA
SE
ME
NT
20’
UTILIT
Y
EA
SE
ME
NT
EXIS
TIN
G
R/
W
RACHEL J. MARTIN
MICHELLE L. PORTER
ROBERT R. &
JO
HN
R.
CH
AN
DL
ER
ALICE PATTERSON HAYES
ALICE PATTERSON HAYES
MA
TC
HLIN
E -Y11- STA. 26+
00.0
0 SEE S
HEET 18
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
SEE SHEET 63 FOR -Y11- PROFILE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
28U-2525B
RE
VISIO
NS
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 25
X
XX
X
XX
XX
X
X XX
X
X
X
X
X
X X
X
XX
X
XX
X
XX X
XX
XX
XX
X
X
X
X
XX X
X
Y Y
Y YYY
X
X
XX
XXX
X
X
X
X
XX
XX
X
XX
X
YYYYYYYYY
XX
XXXXXXXXXXXX
XXXX
XX
XX
XX
X
XX
X
XR
100
R
101 R
102R
103
R
104
X
X
X
X
R
95
Q
372
GR
R
96R
97
Q
371
60" ELEC
60"
EL
EC
60"
EL
EC
R
98
12" CONC
5SBW
5SBW
R
99
48"
CH
L
48"
WD
15" CONC
15" CONC
12" CONC
GR
CONC
15"
CONC
15"
GR
10"
CO
NC
SR 2833
LIN
K
RD
GR
McKNIGHT MILL RD 20’ BST
McKNIGHT MILL RD 20’ BST
P
105
R
375
Q
374
z
z
X
XX
X
X
r
XX
X
X
Y
X
X
X
YY
Y
Y
Y
YYY
YYYY
YY
YY
Y
Y
YY
OO
XX X
XX
X
XX
X
XXX
X
X
XX
XXXX
XX
XX
X
YY
Y
Y
Y
O
O
OO
X
O
X
X
X
X
XX
H
Y
Y
X
XX
X
YYYYYY
Y
YY
Y
X
XX
Y Y Y Y Y Y
X
X
XXX X
X
X
X
X X
X
YY
YY
YY
YYY Y Y Y YY
Y YY
YYY
YYY
YY
YY
Y Y Y
v
v
X
Y
O
O
X
X
XXX
X
X
O
YY
YY
Y Y Y
WE=755.0
POND
GR
1SFD
1SBKD
1SBKD
G
1SBKD
24" C
ON
C
CA
NN
AN F
OR
ES
T
DR 20’
BS
T
4S
BW
740
741742
742
743
743
744
745
745
746
747
748
749
750
750
750
750
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765765
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768768
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7707
70
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771 771
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773
773
773
773
773
773
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773
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773
773
773
773
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773 773
773
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775
775775
775
775
775
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779779
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779
779
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780
7807
80
780
780
780
780
780
780
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780
780
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780
780
780
781
781
781
781
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782
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784
784
784784
784
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784
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784
785785
785
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785
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785
785
785
786
786
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787
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787
787
787
787
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788
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788
788
789
789
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789
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789
789
790
790
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791
791
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795
795
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795
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795
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795
795
795
795
796
796
796
796
796
796
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797
797
797
798
798
798
798
798
799
799
799
800
800
800
800
801
801
802
803
TS
COLLAR AND EXTEND
COLLAR AND EXTEND
24"
24" 15"
15"
RETAIN
Front DitchSlope
Natural
Ground
D
( Not to Scale)
SPECIAL CUT DITCH w/HINGE
3.0’
3:1
D
D
FROM STA. 32+00 TO STA. 32+86 -Y11- (LT)
Flatter
3:1 or
2:1
Min. D= 1.0 Ft.
DETAIL CC
SEE DETAIL "CC"SPECIAL CUT DITCH
SlopeDitchFront
Natural
GroundD
3:1
( Not to Scale)
SPECIAL CUT DITCH
Flatter
3:1 or
Min. D= 1.0 Ft.
GRADE TO DRAIN
FROM STA. 29+50 TO STA. 31+50 -Y11- (LT)
DETAIL CD
SEE DETAIL "CD"SPECIAL CUT DITCH
REMOVE
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
STA. 32+79 -Y11- (RT) Est. 4.0 Tons Class "B" RipRap
S
24" C
ON
C
HI
4
HII
4
30" DIP
30"
DIP
20" DIP
20" D
IP
20" DIP
30" DIP
RETAIN EXIST. R/W
54
54
94
95
96
56RETAIN
C
C
C
C
C
F
C
FF
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
FF
C
C
C
C
-Y11-
= 19° 38’ 06.2" (LT)
PI Sta 26+80.11
D
D = 6° 09’ 39.0"
L = 318.71’
T = 160.93’
R = 930.00’
SE = .04
30+00 35+0040+00-Y11-
RO = 96’
-Y11- PT Sta. 28+37.88
NAD 83/ 95
Thomas G. Hayes Jr.
Katherine G. Moore
Harold A. Horton
PAULINE C. R. IRVING
THOMAS G. HAYES
10’X70’ SIGHT EASEMENT10’X70’ SIGHT EASEMENT
10’ ACCESS EASEMENT
10’ UTILITY EASEMENT
10’
UTILIT
Y
EA
SE
ME
NT
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
60’
R/
W
65’
R/
W
EXIS
TIN
G
R/
W
10’
UTILIT
Y
EA
SE
ME
NT
20’
UTILIT
Y
EA
SE
ME
NT
EXIS
TIN
G
R/
W
RACHEL J. MARTIN
MICHELLE L. PORTER
ROBERT R. &
JO
HN
R.
CH
AN
DL
ER
ALICE PATTERSON HAYES
ALICE PATTERSON HAYES
MA
TC
HLIN
E -Y11- STA. 26+
00.0
0 SEE S
HEET 18
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
SEE SHEET 63 FOR -Y11- PROFILE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
28U-2525B
RE
VISIO
NS
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
***
***
*
S S SURFACE WATERDENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 26
SITE 27
SITE 28
TS
TS
HW
FS
P
CB
2GI2GI
2GI
2GI
15"
P
PLUG
RETAIN
SEE DETAIL "C"
15" C
SP
JB w/MH
REMOVE DI
REMOVE
RETAIN
RETAIN
RETAIN
RETAIN
36" CSP PIPEREMOVE 293’ OF
REMOVE DI
RETAIN
RETAIN
RETAIN
RETAIN
REMOVE DI
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
TBJB
Natural Natural
Ground Ground
D
( Not to Scale)
EXISTING BANKEXI
STING
BANK
PIPE OUTLET CHANNEL
(Variable)
CHANNEL BED
DETAIL V
d= 1.25 Ft.
D= 3.25 Ft.
Length= 10 Ft.
@ STA. 45+89 -Y13- (MED)@ STA. 49+02 -Y13- (MED)@ STA. 52+52 -Y13- (MED)@ STA. 55+82 -Y13- (MED)
S = Ditch Slope C Proposed Ditch
@ STA. 47+52 -Y13- (RT)
FALSE SUMP( Not to Scale)
D
9" 2’
D
D20’
etc.
GI
S
S=Ditch Slope L
Ditch Grade L Ditch Grade
20’
30’
DD
D D
L (See Chart Below)
0.0% To 2.0%
Over 2.0% To 4.0%
Over 4.0% To 6.0%
Over 6.0%
Median Ditch
C Proposed Ditch
L
40’
50’
DETAIL P
W/ ELBOWSROD AND LUG
CB
30"
4OTCB
Front DitchSlopeNatural
Ground2:1
DFlatter
4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
Type of Liner= PSRM
Max d= 1.5 Ft.
Min. D= 1.5 Ft.
DETAIL AB
CB
CB
CB
CB
JB w/MH
2GI
2GI
2GI
2GI15" CSP
W/ ELBOWS
ROD AND LUG
SEE DETAIL "V"
CLASS "I"
SEE DETAIL "V"
CLASS "I"
AND 48" CSP PIPE
REMOVE HDWL’S
CLASS "B" RIPRAP
TOE PROTECTION
2GI
FS
60"
RCP-
V
60"
RCP-
V
54" RCP-III
36" RC
P-III
36" RC
P-III
18" RC
P-III
15" RC
P-IV
15" R
CP-IV
30"
RCP-IV
36" RC
P-IV
15" RC
P-IV
24" RC
P-III
24" RCP-III
15" RCP-IV
15" RCP-IV
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
15" CSPW/ ELBOWSROD AND LUG
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
2GI
STA. 51+55 -LACFLY- (RT.)END SBG @
RETAIN
2GI
2GI
STA. 66+55 -Y13- (LT.)END SBG @
18" RC
P-III
18" RC
P-III
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
18"
2-2GI’S
15"
RCP-III
15" RCP-III
15" RC
P-IV
FS
2GI
24" RC
P-III
FS
FS
2GI 15" RC
P-III
FS
24" RC
P-III
2GI
24"
RC
P-IV
24" RC
P-IV
CB
15" RC
P-IV
REMOVE CONC. DITCH15
" RC
P-IV
FROM STA. 13+50 TO STA. 15+95 -Y13LPD- (LT)
Type of Liner= GRASS
STA. 30+02 -Y13RPC- (RT) Est. 4.5 Tons Class "I" RIPRAPSTA. 50+23 -LACFLY- (RT) Est. 4.0 Tons Class "I" RIPRAP
FROM STA. 28+00 TO STA. 30+76 -Y21- (LT)
FROM STA. 15+64 TO STA. 17+33 -Y13LPD- (LT)
AND 42" CSP PIPE
REMOVE HDWL’S
15" RCP PIPE
REMOVE 25’ OF
Slab LidJB w/
RETAIN
@ STA. 30+50 -I13CD- (RT)@ STA. 22+95 -I13CD- (RT)
@ STA. 59+86 -Y13- (MED)
@ STA. 35+57 -I13CD- (MED)
( Not to Scale)
20:1
Traffic Flow
Outside Ditch
S
S=Ditch Slope L
FALSE SUMP
0.5’
Min.
1.0’
Max.
C Proposed Ditch
etc.
GI
2’
10:1
DETAIL R
@ STA. 37+04 -I13CD- (LT)
S
Outside Ditch
10:1
Traffic Flow
S = Ditch Slope C Proposed DitchL
etc.
GI
20:1
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
DETAIL Q
@ STA. 66+45 -Y13- (LT)
@ STA. 69+95 -Y13- (LT)
w/MHJB
RE
MO
VE
RE
MO
VE
42" CONC
DI
18" CONC18" CONC
36" C
MP
36" C
MP
DI
DI15" CONC
15" CONC
36" C
ON
C
UN
KN
OW
N
OT
HE
R
EN
D
UN
KN
OW
N
OT
HE
R
EN
D
15" C
ON
C
DI
18" CONC
CB
CB
42" C
MP8" CLAY
S
18" C
ON
C
60" CONC
HW
HW
54" CONC
JU
NC
TIO
N
BO
X
PO
SSIB
LE
15" C
ONC
54" C
ONC
CB
CB
|
|
|
c
n
cc
c
IIHI
a
HI
8" D
IP
8" D
IP
8" D
IP
6" P
LA
STIC
2" S
TE
EL
2" P
LASTIC
2" S
TE
EL
2" STEEL
CH
OR
D
CH
OR
D
63
62
115
115
116
117
118
119
120
121
122
65
115A
122A
CF
CC
CC
CC
C
FF
FF
FF
FC
CC
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
FF
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
CC
C
FF
FF
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
-Y21-
60+00
65+00
70+00
-Y13-
SE = .08SE = .02
-LACFLY-
-Y13RPC- -Y13RPD-
RO = SEE PLANS
-Y21-
- 13CD-
PI Sta 39+65.75
D
L = 2,222.43’
T = 1,582.47’
R = 1,211.00’
PIs Sta 46+72.42
F
Ls = 200.00’
LT = 133.38’
ST = 66.71’ ST = 66.67’
PIs Sta 52+93.33
F
Ls = 200.00’
LT = 133.34’
PI Sta 56+07.32
D
L = 493.55’
T = 247.33’
R = 3,000.00’
PIs Sta 59+20.21
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
-LACFLY- CS Sta. 46+05.71
-LACFLY- ST Sta. 48+05.71
-LACFLY- TS Sta. 51+59.99
-LACFLY- SC Sta. 53+59.99
-L
ACF
LY-
CS
Sta. 5
8+53.5
4
45+00
50+00
55+00
-LACFLY- POT Sta. 50+00.00 12’ RT.
-Y13RPC- ST Sta. 30+99.11=
-Y13RPC- CS Sta. 29+41.11
R = 1,339.00’
PI Sta 22+25.70
D
L = 1,706.95’
T = 991.54’
Ls = 158.00’
PIs Sta 29+93.79
F
LT = 105.35’
ST = 52.68’
25+00
30+00
CA
T-1
30+00
35+00
-Y21- POT Sta. 35+96.87
-Y21- PT Sta. 34+48.51
-Y21- POC Sta. 31+44.04
R = 2,680.00’
PI Sta 31+40.11
D
L = 619.56’
T = 311.17’
-L
ACF
LY-
PI Sta 34+42.35
D
L = 535.23’
T = 267.72’
R = 8,000.00’
- 13CD- PT Sta. 37+09.86
- 13CD- POT Sta. 41+90.04=
40+00
-Y13- POT Sta. 64+87.25 39.00’ LT.
35+00
NA
D 83/ 9
5
-Y21B- POT Sta. 10+00.00=
-Y13RPD- CS Sta. 20+24.17
-Y13RPD- SC Sta. 11+82.00
PIs Sta 11+21.39
F
Ls = 182.00’
LT = 121.39’
ST = 60.72’
PI Sta 16+33.01
D
L = 842.17’
T = 451.01’
R = 950.00’
15+00
I
I
I
SE = NC
SE = .07
SE = .06 SE = .05
-Y21B- POT Sta. 10+79.45
-Y13RPD- ST Sta. 10+00.00=
8:1
Walter S. Jones Jr.
Jerome O. Spruill
NCDOT
W. W. ROBERSON
Red Bird Assoc. Inc.
United Holy Church of America Inc.
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
250’ R/W
60’ R/
W
Jerome O. Spruill
;
;
;
;
;
;
;
OSCAR L.
COX
Ronnie L. Fulk
20’ UTILITY EASEMENT
GREENSBORO WEEKLY RENTALS, LLC
BOBBIE JEAN J. LEWIS
WALTER M. LEWIS &
Ronnie L. Fulk
NCDOT
450.0
0’
& DIANE B. HOWELL
LARRY L. HOWELL
BARBARA JEAN MARTIN CECIL
CARL EDWARD CECIL and wife,
FORMERLY CARL W. PARDUE, JR.
NCDOT
Walter M. Lewis
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
SEE SHEET 74 FOR -Y13RPC- PROFILE
MATCHLINE -Y13- STA. 71+00.00 SEE SHEET 33
SEE SHEET 2
1
STA. 18+
00.00
MATC
HLIN
E -Y13RPD-
MATCHLINE -Y13- STA. 57+50.00 SEE SHEET 21
MATCHLINE -LACFLY- STA. 44+00.00 SEE SHEET 21
SEE
SHEE
T 21
STA. 25+
00.00
MATC
HLINE -Y
13RP
C-
SEE SHEET 78 FOR -Y21- PROFILE
SEE SHEETS 70 & 71 FOR -I13CD- PROFILE
SEE SHEET 67 FOR -Y13- PROFILESEE SHEET 76 FOR -LACFLY- PROFILE
SEE SHEET 79 FOR -Y21B- PROFILE
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.
32U-2525B
6/2/99
JEAN J. LEWIS), ADDING PARCEL 122A (WALTER M. LEWIS).
SUBDIVIDED PARCEL 122 (WALTER M. LEWIS & BOBBIE
BARBARA JEAN MARTIN CECIL).
(SIDNEY C. COLLINS) TO (CARL EDWARD CECIL AND WIFE,
REVISED THE PROPERTY OWNER NAME ON PARCEL 120
LOT DEEDED TO (LARRY L. HOWELL & DIANE B. HOWELL).
PARCEL 118 (WALTER S. JONES JR.) WAS SUBDIVIDED AND
(NCDOT FORMERLY CARL W. PARDUE, JR.).
LOT OF PARCEL 115 (JEROME O. SPRUILL) TO PARCEL 115A
03-19-13 R/W REVISION (DWG) - REVISED THE NORTHERN
YYY
YY
YY
Y
X
X
XXX
XX
X
XX
O
Y
Y
YY
X
X
X X
X
XX
X
X
X
P236
56" W
D
Q235
Q142
DU
NS
TA
N
RD 21’ B
ST
R143
P427
P426P144
P424
R145
60" C
HL
R146
60"
WW
&1S
BW
P429
60" C
HL
R149
13’ B
ST
MT
L
R150
12"
CO
NC
R161
12" C
ONC
12" C
ONC
12" C
ONC
48" W
W&3SB
W
12" C
ONC
P423
P428
P234
12"
CO
NC
15"
CO
NC
P425
11’ CO
NC
S
z
{
{
z
zz
R
R147 R148
SR 2566 LAN
GSID
E
DR 16’ B
ST
v
v
OX
Y
Y
YYYYY
Y
YY
YYXX
XX
X
X
X
X
X
X
YY
X
O
O
OOO
YY
YY
z
X
X
X
X
XXX
XXX
X
YY
YY
z
z
{
z
X
X
O
YYYY
X
X
YY
YYYYYY
YY
Xv
v
YY
OO
SC
HO
OL
1SB
K
WALL
STONE
48"
WALL
STONE
48"
EOP
EO
T
EOP
EO
T
EO
T
EOP
5’
BS
T
US 29
NB
L 36’
BS
T
4’
BS
T
4’
BS
T
US 29 S
BL 35’
BS
T
4’
BS
T
MTL
1SMTLBUS
PORT
CAR
1SMTLFBUS
60" C
HL&1SBW
72" CHL&3SBW
SR 2620
GR
AF
TO
N
RD 20’
BS
T
24"
CO
NC
9’ C
ON
C
36" WD RAIL
WALL60" BLK
WALL60" BLK
30" C&G
30" C&G
S
ABAND
1SFD
ABAND
1SFD
GR
84" CHL
S
1SBKD
CONC
1SFD
GR
GR
GR
CONC
BST
2SFD
72"
CH
L&
3S
BW
72"
CH
L&
3S
BW
60"
CH
L
30" C&G
30" C&G
S
S
12’ GRAVE
L DRIV
E
WOODS
WOODS
BST PARKING
28’BST
S
47" BST
48" CMP
1SFD
GR
S
MTL
GR
2SFD
48" CHL
CONC
GR
BST
GR
O
O
O
O
OO
O
O
v
v
XX
X
XYYY
Y
YY
Y
Y
YYYX
X
X
XX
X
X
X
v
v
YYY
YY
Y YYY
Y
YYY
X
v
vXXX
XX
X
X
X
X
X
XX
v
v
XX
X
YY
YYY
YY
YX
XX
v
v
v
v
XX
X
X
R
P
OX
Y Y
R
400
R
399
48" W
W
P
401
72" C
HL
US 29
NB
L B
ST
US 29 S
BL B
ST
R141z4
’ B
ST
4’ B
ST
5’
BS
T
X
YYYYY
XX
XX
X
X
X
X
XX
X
X
XX
X
X
X
X
X
X
X
YYYY
Y
YYYYY
YYY
Y
GR
BST
GR CONC CONC CONC
W/LT
W/LT
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
SSS
SS
SS
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
***
***
*
S S SURFACE WATERDENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 26
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815
TS
TS
HW
FS
P
CB
2GI2GI
2GI
2GI
15"
P
PLUG
RETAIN
SEE DETAIL "C"
15" C
SP
JB w/MH
REMOVE DI
REMOVE
RETAIN
RETAIN
RETAIN
RETAIN
36" CSP PIPEREMOVE 293’ OF
REMOVE DI
RETAIN
RETAIN
RETAIN
RETAIN
REMOVE DI
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
TBJB
Natural Natural
Ground Ground
D
( Not to Scale)
EXISTING BANKEXI
STING
BANK
PIPE OUTLET CHANNEL
(Variable)
CHANNEL BED
DETAIL V
d= 1.25 Ft.
D= 3.25 Ft.
Length= 10 Ft.
@ STA. 45+89 -Y13- (MED)@ STA. 49+02 -Y13- (MED)@ STA. 52+52 -Y13- (MED)@ STA. 55+82 -Y13- (MED)
S = Ditch Slope C Proposed Ditch
@ STA. 47+52 -Y13- (RT)
FALSE SUMP( Not to Scale)
D
9" 2’
D
D20’
etc.
GI
S
S=Ditch Slope L
Ditch Grade L Ditch Grade
20’
30’
DD
D D
L (See Chart Below)
0.0% To 2.0%
Over 2.0% To 4.0%
Over 4.0% To 6.0%
Over 6.0%
Median Ditch
C Proposed Ditch
L
40’
50’
DETAIL P
W/ ELBOWSROD AND LUG
CB
30"
4OTCB
Front DitchSlopeNatural
Ground2:1
DFlatter
4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
Type of Liner= PSRM
Max d= 1.5 Ft.
Min. D= 1.5 Ft.
DETAIL AB
CB
CB
CB
CB
JB w/MH
2GI
2GI
2GI
2GI15" CSP
W/ ELBOWS
ROD AND LUG
SEE DETAIL "V"
CLASS "I"
SEE DETAIL "V"
CLASS "I"
AND 48" CSP PIPE
REMOVE HDWL’S
CLASS "B" RIPRAP
TOE PROTECTION
2GI
FS
60"
RCP-
V
60"
RCP-
V
54" RCP-III
36" RC
P-III
36" RC
P-III
18" RC
P-III
15" RC
P-IV
15" R
CP-IV
30"
RCP-IV
36" RC
P-IV
15" RC
P-IV
24" RC
P-III
24" RCP-III
15" RCP-IV
15" RCP-IV
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
15" CSPW/ ELBOWSROD AND LUG
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
2GI
STA. 51+55 -LACFLY- (RT.)END SBG @
RETAIN
2GI
2GI
STA. 66+55 -Y13- (LT.)END SBG @
18" RC
P-III
18" RC
P-III
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
18"
2-2GI’S
15"
RCP-III
15" RCP-III
15" RC
P-IV
FS
2GI
24" RC
P-III
FS
FS
2GI 15" RC
P-III
FS
24" RC
P-III
2GI
24"
RC
P-IV
24" RC
P-IV
CB
15" RC
P-IV
REMOVE CONC. DITCH15
" RC
P-IV
FROM STA. 13+50 TO STA. 15+95 -Y13LPD- (LT)
Type of Liner= GRASS
STA. 30+02 -Y13RPC- (RT) Est. 4.5 Tons Class "I" RIPRAPSTA. 50+23 -LACFLY- (RT) Est. 4.0 Tons Class "I" RIPRAP
FROM STA. 28+00 TO STA. 30+76 -Y21- (LT)
FROM STA. 15+64 TO STA. 17+33 -Y13LPD- (LT)
AND 42" CSP PIPE
REMOVE HDWL’S
15" RCP PIPE
REMOVE 25’ OF
Slab LidJB w/
RETAIN
@ STA. 30+50 -I13CD- (RT)@ STA. 22+95 -I13CD- (RT)
@ STA. 59+86 -Y13- (MED)
@ STA. 35+57 -I13CD- (MED)
( Not to Scale)
20:1
Traffic Flow
Outside Ditch
S
S=Ditch Slope L
FALSE SUMP
0.5’
Min.
1.0’
Max.
C Proposed Ditch
etc.
GI
2’
10:1
DETAIL R
@ STA. 37+04 -I13CD- (LT)
S
Outside Ditch
10:1
Traffic Flow
S = Ditch Slope C Proposed DitchL
etc.
GI
20:1
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
DETAIL Q
@ STA. 66+45 -Y13- (LT)
@ STA. 69+95 -Y13- (LT)
w/MHJB
RE
MO
VE
RE
MO
VE
42" CONC
DI
18" CONC18" CONC
36" C
MP
36" C
MP
DI
DI15" CONC
15" CONC
36" C
ON
C
UN
KN
OW
N
OT
HE
R
EN
D
UN
KN
OW
N
OT
HE
R
EN
D
15" C
ON
C
DI
18" CONC
CB
CB
42" C
MP8" CLAY
S
18" C
ON
C
60" CONC
HW
HW
54" CONC
JU
NC
TIO
N
BO
X
PO
SSIB
LE
15" C
ONC
54" C
ONC
CB
CB
|
|
|
c
n
cc
c
IIHI
a
HI
8" D
IP
8" D
IP
8" D
IP
6" P
LA
STIC
2" S
TE
EL
2" P
LASTIC
2" S
TE
EL
2" STEEL
CH
OR
D
CH
OR
D
63
62
115
115
116
117
118
119
120
121
122
65
115A
122A
CF
CC
CC
CC
C
FF
FF
FF
FC
CC
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
FF
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
CC
C
FF
FF
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
-Y21-
60+00
65+00
70+00
-Y13-
SE = .08SE = .02
-LACFLY-
-Y13RPC- -Y13RPD-
RO = SEE PLANS
-Y21-
- 13CD-
PI Sta 39+65.75
D
L = 2,222.43’
T = 1,582.47’
R = 1,211.00’
PIs Sta 46+72.42
F
Ls = 200.00’
LT = 133.38’
ST = 66.71’ ST = 66.67’
PIs Sta 52+93.33
F
Ls = 200.00’
LT = 133.34’
PI Sta 56+07.32
D
L = 493.55’
T = 247.33’
R = 3,000.00’
PIs Sta 59+20.21
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
-LACFLY- CS Sta. 46+05.71
-LACFLY- ST Sta. 48+05.71
-LACFLY- TS Sta. 51+59.99
-LACFLY- SC Sta. 53+59.99
-L
ACF
LY-
CS
Sta. 5
8+53.5
4
45+00
50+00
55+00
-LACFLY- POT Sta. 50+00.00 12’ RT.
-Y13RPC- ST Sta. 30+99.11=
-Y13RPC- CS Sta. 29+41.11
R = 1,339.00’
PI Sta 22+25.70
D
L = 1,706.95’
T = 991.54’
Ls = 158.00’
PIs Sta 29+93.79
F
LT = 105.35’
ST = 52.68’
25+00
30+00
CA
T-1
30+00
35+00
-Y21- POT Sta. 35+96.87
-Y21- PT Sta. 34+48.51
-Y21- POC Sta. 31+44.04
R = 2,680.00’
PI Sta 31+40.11
D
L = 619.56’
T = 311.17’
-L
ACF
LY-
PI Sta 34+42.35
D
L = 535.23’
T = 267.72’
R = 8,000.00’
- 13CD- PT Sta. 37+09.86
- 13CD- POT Sta. 41+90.04=
40+00
-Y13- POT Sta. 64+87.25 39.00’ LT.
35+00
NA
D 83/ 9
5
-Y21B- POT Sta. 10+00.00=
-Y13RPD- CS Sta. 20+24.17
-Y13RPD- SC Sta. 11+82.00
PIs Sta 11+21.39
F
Ls = 182.00’
LT = 121.39’
ST = 60.72’
PI Sta 16+33.01
D
L = 842.17’
T = 451.01’
R = 950.00’
15+00
I
I
I
SE = NC
SE = .07
SE = .06 SE = .05
-Y21B- POT Sta. 10+79.45
-Y13RPD- ST Sta. 10+00.00=
8:1
Walter S. Jones Jr.
Jerome O. Spruill
NCDOT
W. W. ROBERSON
Red Bird Assoc. Inc.
United Holy Church of America Inc.
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
250’ R/W
60’ R/
W
Jerome O. Spruill
;
;
;
;
;
;
;
OSCAR L.
COX
Ronnie L. Fulk
20’ UTILITY EASEMENT
GREENSBORO WEEKLY RENTALS, LLC
BOBBIE JEAN J. LEWIS
WALTER M. LEWIS &
Ronnie L. Fulk
NCDOT
450.0
0’
& DIANE B. HOWELL
LARRY L. HOWELL
BARBARA JEAN MARTIN CECIL
CARL EDWARD CECIL and wife,
FORMERLY CARL W. PARDUE, JR.
NCDOT
Walter M. Lewis
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
SEE SHEET 74 FOR -Y13RPC- PROFILE
MATCHLINE -Y13- STA. 71+00.00 SEE SHEET 33
SEE SHEET 2
1
STA. 18+
00.00
MATC
HLIN
E -Y13RPD-
MATCHLINE -Y13- STA. 57+50.00 SEE SHEET 21
MATCHLINE -LACFLY- STA. 44+00.00 SEE SHEET 21
SEE
SHEE
T 21
STA. 25+
00.00
MATC
HLINE -Y
13RP
C-
SEE SHEET 78 FOR -Y21- PROFILE
SEE SHEETS 70 & 71 FOR -I13CD- PROFILE
SEE SHEET 67 FOR -Y13- PROFILESEE SHEET 76 FOR -LACFLY- PROFILE
SEE SHEET 79 FOR -Y21B- PROFILE
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.
32U-2525B
6/2/99
JEAN J. LEWIS), ADDING PARCEL 122A (WALTER M. LEWIS).
SUBDIVIDED PARCEL 122 (WALTER M. LEWIS & BOBBIE
BARBARA JEAN MARTIN CECIL).
(SIDNEY C. COLLINS) TO (CARL EDWARD CECIL AND WIFE,
REVISED THE PROPERTY OWNER NAME ON PARCEL 120
LOT DEEDED TO (LARRY L. HOWELL & DIANE B. HOWELL).
PARCEL 118 (WALTER S. JONES JR.) WAS SUBDIVIDED AND
(NCDOT FORMERLY CARL W. PARDUE, JR.).
LOT OF PARCEL 115 (JEROME O. SPRUILL) TO PARCEL 115A
03-19-13 R/W REVISION (DWG) - REVISED THE NORTHERN
YYY
YY
YY
Y
X
X
XXX
XX
X
XX
O
Y
Y
YY
X
X
X X
X
XX
X
X
X
P236
56" W
D
Q235
Q142
DU
NS
TA
N
RD 21’ B
ST
R143
P427
P426P144
P424
R145
60" C
HL
R146
60"
WW
&1S
BW
P429
60" C
HL
R149
13’ B
ST
MT
L
R150
12"
CO
NC
R161
12" C
ONC
12" C
ONC
12" C
ONC
48" W
W&3SB
W
12" C
ONC
P423
P428
P234
12"
CO
NC
15"
CO
NC
P425
11’ CO
NC
S
z
{
{
z
zz
R
R147 R148
SR 2566 LAN
GSID
E
DR 16’ B
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XX
X
X
X
X
X
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SC
HO
OL
1SB
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WALL
STONE
48"
WALL
STONE
48"
EOP
EO
T
EOP
EO
T
EO
T
EOP
5’
BS
T
US 29
NB
L 36’
BS
T
4’
BS
T
4’
BS
T
US 29 S
BL 35’
BS
T
4’
BS
T
MTL
1SMTLBUS
PORT
CAR
1SMTLFBUS
60" C
HL&1SBW
72" CHL&3SBW
SR 2620
GR
AF
TO
N
RD 20’
BS
T
24"
CO
NC
9’ C
ON
C
36" WD RAIL
WALL60" BLK
WALL60" BLK
30" C&G
30" C&G
S
ABAND
1SFD
ABAND
1SFD
GR
84" CHL
S
1SBKD
CONC
1SFD
GR
GR
GR
CONC
BST
2SFD
72"
CH
L&
3S
BW
72"
CH
L&
3S
BW
60"
CH
L
30" C&G
30" C&G
S
S
12’ GRAVE
L DRIV
E
WOODS
WOODS
BST PARKING
28’BST
S
47" BST
48" CMP
1SFD
GR
S
MTL
GR
2SFD
48" CHL
CONC
GR
BST
GR
O
O
O
O
OO
O
O
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v
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XX
X
X
R
P
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Y Y
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400
R
399
48" W
W
P
401
72" C
HL
US 29
NB
L B
ST
US 29 S
BL B
ST
R141z4
’ B
ST
4’ B
ST
5’
BS
T
X
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XX
XX
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X
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X
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X
X
XX
X
X
X
X
X
X
X
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GR
BST
GR CONC CONC CONC
W/LT
W/LT
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
SSS
SS
SS
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
***
***
*
S S SURFACE WATERDENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 26
SITE 27
SITE 28
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
U-2525B 32
TS
TS
HW
P
CB
2GI2GI
2GI
2GI
15"
P
PLUG
RETAIN
15" C
SP
JB w/MH
RETAIN
RETAIN
36" CSP PIPEREMOVE 293’ OF
REMOVE DI
RETAIN
RETAIN
RETAIN
RETAIN
REMOVE DI
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
TBJB
Natural Natural
Ground Ground
D
( Not to Scale)
EXISTING BANKEXI
STING
BANK
PIPE OUTLET CHANNEL
(Variable)
CHANNEL BED
DETAIL V
d= 1.25 Ft.
D= 3.25 Ft.
Length= 10 Ft.
FALSE SUMP( Not to Scale)
D
9" 2’
D
D20’
etc.
GI
S
S=Ditch Slope L
Ditch Grade L Ditch Grade
20’
30’
DD
D D
L (See Chart Below)
0.0% To 2.0%
Over 2.0% To 4.0%
Over 4.0% To 6.0%
Over 6.0%
Median Ditch
C Proposed Ditch
L
40’
50’
DETAIL P
W/ ELBOWSROD AND LUG
ELB
EL
B
CB
30"
4OTCB
Front DitchSlopeNatural
Ground2:1
DFlatter
4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
Type of Liner= PSRM
Max d= 1.5 Ft.
Min. D= 1.5 Ft.
DETAIL AB
CB
CB
CB
CB
2GI
SEE DETAIL "V"
CLASS "I"
SEE DETAIL "V"
CLASS "I"
AND 48" CSP PIPE
REMOVE HDWL’S
60"
RCP-
V
60"
RCP-
V
54" RCP-III
36" RC
P-III
36" RC
P-III
18" RC
P-III
15" RC
P-IV
15" R
CP-IV
30"
RCP-IV
36" RC
P-IV
15" RC
P-IV
24" RC
P-III
24" RCP-III
15" RCP-IV
15" RCP-IV
15" CSPW/ ELBOWSROD AND LUG
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
2GI
STA. 51+55 -LACFLY- (RT.)END SBG @
RETAIN
STA. 66+55 -Y13- (LT.)END SBG @
2-2GI’S
15"
RCP-III
15" RCP-III
15" RC
P-IV
2GI
24" RC
P-III
FS
FS
2GI 15" RC
P-III
FS
24" RC
P-III
CB
15" RC
P-IV
REMOVE CONC. DITCH
15" RC
P-IV
STA. 30+02 -Y13RPC- (RT) Est. 4.5 Tons Class "I" RIPRAPSTA. 50+23 -LACFLY- (RT) Est. 4.0 Tons Class "I" RIPRAP
FROM STA. 28+00 TO STA. 30+76 -Y21- (LT)
AND 42" CSP PIPE
REMOVE HDWL’S
15" RCP PIPE
REMOVE 25’ OF
Slab LidJB w/
RETAIN
@ STA. 59+86 -Y13- (MED)
@ STA. 35+57 -I13CD- (MED)
w/MHJB
RE
MO
VE
RE
MO
VE
42" CONC
DI
18" CONC18" CONC
36" C
MP
36" C
MP
DI
DI15" CONC
15" CONC
36" C
ON
C
UN
KN
OW
N
OT
HE
R
EN
D
UN
KN
OW
N
OT
HE
R
EN
D
CB
42" C
MP
8" CLAY
S
HW
54" CONC
JU
NC
TIO
N
BO
X
PO
SSIB
LE
15" C
ONC
54" C
ONC
CB
CB
CH
OR
D
CH
OR
D
115
117
118
119
120
121
122
115A
122A
CC
F
CC
CC
CC
C
FF
FF
FF
FC
CC
F
F
F
F
F
CC
F
C
F
C
F
C
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
F
F
FF
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
CC
C
FF
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
65+00
70+00
-Y13-
-Y21-
-LACFLY- ST Sta. 48+05.71
-LACFLY- TS Sta. 51+59.99
-LACFLY- SC Sta. 53+59.99
-L
ACF
LY-
CS
Sta. 5
8+53.5
4
50+00
55+00
-LACFLY- POT Sta. 50+00.00 12’ RT.
-Y13RPC- ST Sta. 30+99.11=
-Y13RPC- CS Sta. 29+41.11
30+00
CA
T-1
30+00
35+00
-Y21- POT Sta. 35+96.87
-Y21- PT Sta. 34+48.51
-Y21- POC Sta. 31+44.04
- 13CD- POT Sta. 41+90.04=
40+00
-Y13- POT Sta. 64+87.25 39.00’ LT.
-Y21B- POT Sta. 10+00.00=
-Y13RPD- SC Sta. 11+82.00
I
-Y21B- POT Sta. 10+79.45
-Y13RPD- ST Sta. 10+00.00=
8:1
Walter S. Jones Jr.
Jerome O. Spruill
W. W. ROBERSON
Red Bird Assoc. Inc.
United Holy Church of America Inc.
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
250’ R/W
60’ R/
W
;
;
;
;
;
Walt
er
M. L
ewis
GREENSBORO WEEKLY RENTALS, LLC
BOBBIE JEAN J. LEWIS
WALTER M. LEWIS &
BARBARA JEAN MARTIN CECIL
CARL EDWARD CECIL and wife,
FORMERLY CARL W. PARDUE, JR.
NCDOT
Walter M. LewisMATCHLINE -Y13- STA. 71+00.00 SEE SHEET 33
S
YYY
S
S
S
S
S
S
S
S
S
S
S
S
X
XX
O
Y
Y
S
YY
X
X
X X
X
X
X
P
56" W
D
Q
DU
NS
TA
N
RD 21’ B
ST
PP
P
R
60" C
HL
R
60"
WW
&1S
BW
P
60" C
HL
R13’ B
ST
MT
L
R
12"
CO
NC
R
12" C
ONC
12" C
ONC
12" C
ONC
48" W
W&3SB
W
P
P
12"
CO
NC
15"
CO
NC
11’ CO
NC
S
{
z
zz
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RRSR 2566 LAN
GSID
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DR 16’ B
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X
X
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X
X
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US 29
NB
L 36’
BS
T
US 29 S
BL 35’
BS
T
MTL
PORT
CAR
1SMTLFBUS
60" C
HL&1SBW
72" CHL&3SBW
SR 2620
GR
AF
TO
N
RD 20’
BS
T
24"
CO
NC
9’ C
ON
C
36" WD RAIL
WALL60" BLK
WALL60" BLK
30" C&G
30" C&G
S
ABAND
1SFD
ABAND
1SFD
GR
84" CHL
S
1SBKD
CONC
1SFD
GR
GR
GR
CONC
BST
2SFD
72"
CH
L&
3S
BW
72"
CH
L&
3S
BW
60"
CH
L
30" C&G
30" C&G
S
S
12’ GRAVE
L DRIV
E
WOODS
WOODS
BST PARKING
28’BST
S
47" BST
48" CMP
1SFD
GR
S
MTL
GR
2SFD
GR
GR
Revised 9/24/13
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
770 770
780 780
790 790
800 800
760 76050+50.00
770 770
780 780
790 790
800 800
760 76051+00.00
770 770
780 780
790 790
800 800
760 760
51+50.00
780 780
790 790
800 800
770 770
52+00.00
X-391U-2525B
-LACFLY-
5 10
766.26
0.020 0.020
S.S. 769.49
4:1
2:1
766.26
0.015 0.020
4:1
2:1
WLB
WLB
SITE 27
776.41
0.002 0.020
4:1 2:1
778.52
0.010 0.020
2:14:1
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 29
SITE 28
S
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
ac01
X
X XX
HO
X
XX
XX X
XX
XX
XX
XX
XX
X
X
XX
X
XX
X
XO
X
CONC
R154
15" CONC
1SFD
MTL
R151
15" CONC
12" CONC
R15
2
48" C
HL
48" CHL
S
EOP
EOT
EOP
EOT
EOT
EOT
EOP
EOP
z
z
XX
XX
X
X
XX
X
X
XY
Y
YY
YY
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YY
YY
Ov
vX
XXX
X
X
X
X
X
OY
X
X
X
X YY Y
YY
Y
WE 796.8’
POND
US 29 NBL BST
US 29 SBL BST
4’ BST
3’ BST
4’ BST
4’ BST
1SFD
1SFD
1SFD
GR
GR
GR
GR
X
X
XX
X
X
X
O
X
XX
O
X
X
XX
XXX
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
XX
XXXX
X
Y
Y
X
X
X
XX
X X XX
OX
X XX
X
X
XX
XX
X
X
X
X
X X
X
OX
X
X
X
X
X
X
X
X
X
OO
X
X
X
X
X
XX
X
X X X X
X
XX
X
X
X GR
48" W
D
RAIL
R19
5
R19
4
48" W
D
RAIL
12" C
ON
C
10’ CONC
R 192
Q18
8
P19
0
R19
3
R18
9
P19
1
16’ CONC
16’ CONC
R387
R 388
14’ CONC
17’ CONC
12" C
ON
C
R19
6
48" W
D RAI
L
72" W
D
72" W
D
CO
NC
R209
R207
O208
P211R212
20’ BST
R237
R238
R 245
15" C
ON
C15
" CO
NC
GR
48" WD RAIL
48" WD RAIL
S S
12" C
ON
C
R 241
R242
R244
18’ BST
16’ BST
1SBLKBUS
CH
L
60" C
HL
P180
P18
3
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTLM
TL
R 184
Q227
Q228
Q18
5
P 186
19’ CONC
16’ CONC
CONC
R392
CONC
48" CONC
CONC
15" CONC
R233
P231
R232
7’ CONC
18" CONC
18’ BS
T
WA
LL
72" B
K
WALL72" B
K
60" W
W&1SBW
10’ B
ST
48" CONC
R15
9
15" CONC
P230
21’ CONC
16’ CONC
R229
P16
0
15’ CONC
15’ CONC
60" W
W&1SBW
60" W
W&1SBW
R17
4R
175
15" C
ON
C
R17
3
P17
6
R393
BST
R15
7
R15
8
EOP
EOT
BST
CONC ISL
CONC ISL
CONC ISL
19’ CONC
CONC IS
L
60" WW&1SBW
CONC ISL
CONC ISL
10’ B
ST
CONC
CONC ISL
CONC ISL
CONC IS
L
P389
6’ CONC
7’ C0NC
z
z
z
X
X
R
RR
S
R 210
RR
R19
2
R17
8
R17
7
O 181
O19
1
O18
2
O179
SIG/
LT
SIG/
LT
SIG/
LT
SIG/LT
SIG/
LT
SIG/
LT
SIG/
LT
SIG/
LT
SIG/
LT
R
X
XX
X
XXX
X XX
X
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YYYYY
X
CANOPYU/
MTLPUMPS2
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CANOPYU/
MTLPUMPS2
GAS
4SBW
4S
BW
CO
NC
W/
LT
5’ BST
EOP
US 29 SBL 23’ BST
4’ BST
US 29 NBL 24’ BST
EOP
EOP
EOP
EOT
EOT
EOT
US 29 BST
US 29 BST
EOT
EOP
4’ BST
4’ BST
4’ BST
BST
X
X
X
X
XX
X
X
X
X
X
XX
XX
X
X
XX
X
X
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CONC ISL
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N
DR.
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15’ BSTEOT
EOT
EOP 4’ BST
EOT
CONC4’ BST
BST19’ BST
EOT
EOP
20’BST
GR
PORT
CAR1SFD
S
1SBKD
CONC
S
S
S
S
GR
34’ CONC
15’ CONC
GR
S
HTR
GR
S
S
CONC
1SFD
CONC
RUIN
G
W
1SFD
GR
GR
1SFD
16’ CONC
CONC
1SFD
G
LT
S
1SFD
GR
CONC
CONC
GR
SW/LT
W/LT
1SBKD
GR
GR
GR
GR
25’ BST
S
S
1SFD
GR
1SFD
GR
1SFD PORT
CAR
1SFD
GR
GR
S
S
4’ BST
1SFD
48" CHL
422
1SFD
GR
72" C
HL
226
60" CHL
CONC
US 29 SBL BST
US 29 NBL BST
CONC
15" CONC
S
72" WD
72" W
D
72" CHL
24" CONC
S
225
213
214 15" CONC
CONC15
"
S
EOP
EOT
EOT
EOP
4’ BST
4’ BST
4’ BST
EOP
EOT
EOP
EOT
4’ BST
S
G
S
1SFD
GR
S
SGR
GR
1SFD
WE 801.8’
POND
CONC
1SFD
GR
1SBKD
GR
CONC
CONC
CONC
12" R
CP
S
GR
12" RCP
17’ GR
G
S
1SFDS
S
S
24" RCP
TS
P
CB
P
REMOVE 100’ OF 18" RCP PIPE
RETAIN
CB
HW
2GI
2GI
COLLAR AND EXTEND
2GI
2GI
RETAIN
RETAIN
RETAIN
ELB
W/ ELBOWS
ROD AND LUG
CB
15" C
SP
W/ ELBOWS
ROD AND LUG
2GI
2GI W/ ELBOWS
ROD AND LUG
ELB
15"
CSP
15"
CSP
2GI
2GI
CB
CB
15"
CSP
15"
CSP
CB
CB
REMOVE
PLUG
PLUG
RETAIN
15"
CB
CB
15"
CSP
CB
2GI
RETAIN
2GI
2GI
AND DIREMOVE CONC. DITCH
15"
CB
CB
JB w/MHC
B
18"
2GI
FS2GI
FS
FS
FS
FS
GRADE TO DRAIN
RETAIN
Natural
Ground 2:1
B
D
( Not to Scale)
Flatt
er4:1 or
SlopeFill
SPECIAL LATERAL BASE DITCH
Type of Liner= GRASS
FROM STA. 15+00 TO STA. 20+00 -Y21- (RT)
B= 2.0 Ft.
Min. D= 1.0 Ft.
COLLAR AND EXTEND
HEADWALL
REMOVE EXIST.
CB
CB
2GI
RETAIN
GRADE TO DRAIN
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
RETAIN
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
CLASS "B" 5’X10’ RIPRAP PAD
6 SY FabricEst. Qty. 5.0 Tons
RETAIN
CLASS "B"
5’X10’ RIPRAP PAD
6 SY Fabric
Est. Qty. 5.0 Tons
DETAIL YY
SEE DETAIL "YY"
( Not to Scale)
20:1
Traffic Flow
Outside Ditch
S
S=Ditch Slope L
FALSE SUMP
0.5’
Min.
1.0’
Max.
C Proposed Ditch
etc.
GI
2’
10:1
DETAIL R
@ STA. 74+98 -Y13- (LT)
@ STA. 78+48 -Y13- (LT)@ STA. 78+66 -Y13- (LT)
S
Outside Ditch
10:1
Traffic Flow
S = Ditch Slope C Proposed DitchL
etc.
GI
20:1
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
DETAIL Q
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
30"
SPECIAL CUT DITCHSEE DETAIL "AB"
2GI
Front DitchSlopeNatural
Ground2:1
DFlatter
4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
Type of Liner= PSRM
Max d= 1.5 Ft.
Min. D= 1.5 Ft.
DETAIL AB
BDO
15"
CSP
W/ ELBOW’S
ROD AND LUG
P
PLUG
P
PLUG
18" R
CP-IV
18" R
CP-IV
15" RC
P-IV
15" RCP-IV
18"
RCP-III
15"
RCP-IV
15"
RCP-IV
15"
RCP-IV
15" R
CP-IV
15" R
CP-IV
15" RC
P-IV
15" RC
P-IV
30" RC
P-IV
30" RC
P-IV
18"
RCP-IV
18"
RCP-IV
18" RCP-IV
18" RCP-IV
15"
RCP-IV
15" RCP-IV
15" R
CP-IV
2GI
15"
15"
15"
STA. 73+00 -Y13- (LT.)BEG SBG @
PROP. CURB AND GUTTER.
OF THE PROP. LOOPS ARE TO BE LAID BENEATH THE
NOTE: SYSTEM DRAINAGE PIPES THAT ARE LOCATED INSIDE
Conv. DI To JB
2GI
2GI
2GI
15"
15" RCP-IV
2GI
TRENCHLESS INSTALLATION 18" WELDED STEEL
24" RCP-III24" RCP-III
REMOVE 11’ OF 15" RCP PIPE
CB
TB JB w/MH
15"
@ STA. 96+00 -Y13- (RT)
FS2GI
FS
@ STA. 22+95 -Y22RPD- (LT)
CB
15" R
CP-IV
CB
15" R
CP-IV
CB
CB
CB
CB
15" R
CP-IV
15" R
CP-IV
15" R
CP-IV
15" R
CP-IV
@ STA. 100+02 -Y13- (RT)
15" RCP-IV
15"
15" R
CP-IV
FROM STA. 28+00 TO STA. 30+76 -Y21- (LT)
NOTE: SYSTEM DRAINAGE PIPES THAT ARE LOCATED INSIDE OF THE PROP. LOOPS
ARE TO BE LAID BENEATH THE
PROP. CURB AND GUTTER.
EST. 11 SY FABRICEST. 3 TONW/ FILTER FABRICCLASS "B" RIP RAP
15" RCP PIPE
REMOVE 16’ OF
w/Slab LidTBJB
15" R
CP-IV
W/ ELBOWS
ROD AND LUG
W/ ELBOWS
ROD AND LUG
W/ ELBOWS
ROD AND LUG
@ STA. 18+48 -Y22RPD- (LT)@ STA. 20+48 -Y22RPD- (LT)
15" RCP PIPE
REMOVE 28’ OF
CB
15" R
CP-IV
REMOVE
REMOVEREMOVE
REMOVE
Est.= 4 Tons of Class "B" Rip-Rap
D=4.0 Ft.
Length= 10 Ft.(Variable)
CHANNEL BED
EXISTING BANK
Ground
Natural
( Not to Scale)
PIPE OUTLET CHANNEL
Dd= 1.0 Ft.
EXISTI
NG BANK
Ground
Natural
DETAIL VV
STA. 24+04 -Y22RPA- (RT) Est. 4.0 Tons Class "B" RipRap
SEE DETAIL "VV"CLASS "B"
S
W
SS
15" C
ONC
24"
CO
NC
JUNCTION BOX
POSSIBLE
DI
18" CONC18"
CONC
15" CONC
DI
15"
CO
NC
18" C
ON
C
DI
18"
CO
NC
18"
CO
NC
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
18" C
ON
C
18" CONCDI
CB
CB24" C
ON
C
24" CONC
18" C
ON
C
24" C
ON
C
18"
CO
NC
18"
CO
NC
18"
CO
NC
|
|
|
O
F
F
d
bb
|
|
bb
b
b
LIGHT
GROUND
]6" PLASTIC
6" PLASTIC
6" PLASTIC
6" P
LASTIC
RETAIN RETAIN
RETAIN
60’
PR
OP. R/W
60’
PR
OP. R/WP
RO
P. R/W
60’
121
123
124
125
126
127
128
129
130
131 131
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
131
150
143
178
122A
C
C
C
C
C
C
C
C
C
C
C
C
C
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
F
F
F
F
F
F
F
F
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
F
F
F
F
F
F
F
C
C
F
C
F
C
F
F
C
C
C
C
C
CC
CC
CC C
C C
F
F
F
F
F
F
F
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
FF F
F
F
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
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F F F F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
C
C
C C CF
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C C
CC
CC
C
F
F
F
F
F
C
C
CCC
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
CCC
F
FF
FFC
FF F
F
F F
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C C
C
-Y22LPA- PC Sta. 12+64.90
-Y22RPA-
= 2° 22’ 21.3" (RT)
PI Sta 32+24.34
D
D = 0° 26’ 26.7"
L = 538.32’
T = 269.20’
R = 13,000.00’
-Y22-
= 17° 04’ 11.6" (LT)
PI Sta 38+34.27
D
D = 6° 13’ 40.1"
L = 274.09’
T = 138.07’
R = 920.00’
PI Sta 224+57.07
D
L = 791.30’
T = 21,192.17’
R = 250.00’
PIs Sta 21+23.90
F
Ls = 200.00’
LT = 134.47’
ST = 67.70’
-Y22LPA- -Y22LPD-
-Y22RPD-
-Y21-
PIs Sta 11+34.47
F
Ls = 200.00’
LT = 134.47’
ST = 67.70’
PI Sta 14+92.14
D
L = 431.49’
T = 292.14’
R = 250.00’
PIs Sta 16+99.18
F
Ls = 200.00’
LT = 134.47’
ST = 67.70’
PIs Sta 19+56.57
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PI Sta 15+54.63
D
L = 676.54’
T = 344.63’
R = 1,440.00’
PIs Sta 11+40.04
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
-Y22- POT Sta. 20+88.97
-Y22- PTSta. 34+93.46
-Y22- PCSta. 29+55.14 -Y22RPD- CS Sta. 18+86.54
-Y22- POC Sta. 34+03.00
L = 582.38’
PI Sta 13+94.15
D
T = 319.15’
R = 573.00’
L = 737.28’
PI Sta 21+89.77
D
T = 388.11’
R = 955.00’
PI Sta 25+93.65
D
L = 300.81’
T = 160.40’
R = 350.00’
PIs Sta 23+67.16
F
Ls = 200.00’
LT = 133.91’
ST = 67.19’
PIs Sta 20+93.30
F
Ls = 210.00’
LT = 140.06’
ST = 70.05’
PI Sta 17+31.29
D
L = 596.41’
T = 304.44’
R = 1,205.00’
PIs Sta 13+56.90
F
Ls = 210.00’
LT = 140.06’
ST = 70.05’
-Y13- POT Sta. 89+06.66 59.00’ RT.
-Y22RPA- PT Sta. 27+34.06
-Y22RPA- SC Sta. 24+33.25
-Y22RPA- SC Sta. 14+26.84
-Y22RPA- TS Sta. 12+16.84
-Y22- P
C Sta. 3
6+96.2
0
-Y13- POT Sta. 85+41.17 =
-Y22- POT Sta. 26+17.64
75+00 80+00 85+00 90+00 95+00
15+00
20+00
25+00
15+00
20+0
0
20+00
25+00
30+00
35+00
25+0
0
20+0
0
-Y13- POT Sta. 74+34.64 59.00’ RT.
-Y13- -Y13-
-Y22-
-Y22
LP
A-
-Y22
LP
D-
-Y22RPD-
-Y22RPA-
-Y21-
SE = NC SE = .04
SE = .08
SE = .08 SE = .08
SE = .07
SE = .04 SE = .04
SE = .08
-Y22LPA- POT Sta. 10+00.00
-Y26-
PI Sta 39+81.18
D
40+00
-Y26- POT Sta. 40+28.89
-Y26- PT Sta. 40+23.89
-Y22RPD- POT Sta. 26+41.38=
-Y21- POT Sta. 10+00.00=
-Y22- POC Sta. 34+15.00
-Y22- POC Sta. 34+30.15
-Y21- PC Sta. 10+75.00
30+0
0
SE = .???
-LACFLY- ST Sta. 60+53.54 =-LACFLY- CS Sta. 58+53.54
60+00
-Y21- PT Sta. 16+57.38
-Y21- PC Sta. 18+01.66
-Y21- PT Sta. 25+38.94-Y21- PC Sta. 28+28.94
-Y21-
15+00
20+00
25+0030+00
T = 247.33’
PI Sta 56+07.32
D
L = 493.55’
R = 3,000.00’
PIs Sta 59+20.21
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
L = 89.44’
T = 46.73’
R = 125.00’
-LACFLY-
-Y23- PC Sta. 38+76.09
-Y23- PT Sta. 38+12.31
-Y29- POT Sta. 16+80.92=
-Y28- POT Sta. 12+00.61
-Y22- POT Sta. 18+08.86
15+00
-Y22RPA- CS Sta. 20+23.25
-Y22RPA- SRS Sta. 22+33.25
-Y22RPA- POT Sta. 30+04.06=
-Y22- POT Sta. 21+09.12 =
-Y22LPA- CS Sta. 20+56.20
-Y13- POT Sta. 85+21.99 59.00’ LT.
-Y22LPA- ST Sta. 22+56.20 =
-Y22RPD- ST Sta. 20+96.54
CR
CR
CR
CR
CR
CR
CR
CR
PROPOSED SIGNAL
Grealdine M. Bishop
Arnold Brinkley
Fellowship Hall Inc.Fellowship Hall Inc.
NCDOT
John D. Love Oil Co.
NCDOT
NCDOT
NCDOT
NCDOT
Ronald E. Stanley
POLLY ALBERTY
Ruth B. Scott
W.
W.
RO
BE
RS
ON
REBECCA O. HAWKS
SANDRA O. DEAN &
Scott D. Kilgore
Darrel J. Trapp
& NANCY V. HUTCHENS
WILLIAM H. HUTCHENS
MAMIE G. PERDUE
N. F. PERDUE &
& JANE K. WILLIAMS
JAMES P. WILLIAMS
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXISTIN
G R/
W
EXISTING R/W
EXISTIN
G R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTIN
G R/W
EXISTING R/W
EXISTING R/W
60’ R/W
60’ R/W
250’ R
/W
W. W. ROBERSON
Floyd C. Andrews
MARION BISHOP, JR.
NCDOT
;
;
;
;
;
;
;
;
;
;
;
Walter M. Lewis
Robert V. Love
MINNIE B. ANDREWS
FLOYD ANDREWS &
EXIS
TIN
G
R/
W
30’ EASEMENT
BRENDA I. GERRINGER
& TREBA D. MABE
JOSEPH T. MABE
H. G. Oakley
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
SARAH M. FULLER
TRUMAN E. FULLER &
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
BOBBY R. SUMMERS
OF
TR
AN
SP
OR
TA
TIO
N
NO
RT
H
CA
RO
LIN
A
DEP
AR
TM
EN
T
FEDERAL HOME LOAN MORTGAGE CORP.
Fellowship Hall Inc.
TRUMAN E. FULLER
ALPHUS RAY PRIDGEN II
REVOCABLE TRUSTTHOMAS W. PASCHAL
REVOCABLE TRUSTTHOMAS W. PASCHAL
Walt
er
M.
Le
wis
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
-Y22-
STA. 36+
00.00
SEE
SHEE
T 38
MATCHLIN
E
MA
TC
HLIN
E -Y13- STA. 99+
00.0
0 SEE S
HEET 34
MA
TC
HLIN
E -Y13- STA. 71+
00.0
0 SEE S
HEET 32
MATC
HLINE -Y
22-
STA. 19
+00.00
SEE
SHEE
T 37
SEE SHEETS 67 & 68 FOR -Y13- PROFILE
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.
33 U-2525B
6/2/99
SEE SHEET 2-N FOR BRIDGE SKETCH
NOTE: SEE CROSS-SECTIONS AND ROADWAY STANDARD DRAWINGS,STD. NO. 862.01, SHEET 1 FOR SPECIAL MEDIAN GRADING.
SEE SHEET 81 FOR -Y22LPA- PROFILESEE SHEET 80 FOR -Y22- PROFILE
SEE SHEET 82 FOR -Y22LPD- PROFILESEE SHEETS 82 & 83 FOR -Y22RPA- PROFILESEE SHEETS 83 & 84 FOR -Y22RPD- PROFILE
NOTE: USE INTERIM GRADE -I22LPA- FOR -Y22LPA- ALIGNMENT
NAD 83/ 95
SEE SHEETS S-1 THRU S-?? FOR STRUCTURE PLANS
SEE SHEET 78 FOR -Y21- PROFILE
TRUST).
(THOMAS W. PASHCHAL) TO (THOMAS W. PASCHAL REVOCABLE
REVISED THE PROPERTY OWNER NAME ON PARCEL 150
(JOHN D. LOVE OIL CO.) AND PARCEL 138 (RUTH B. SCOTT).
REVISED THE PROPERTY LINE BETWEEN PARCEL 137
(FELLOWSHIP HALL INC.).
PARCELS 131 AND 132 WERE COMBINED INTO PARCEL 131
PARCEL 122A (WALTER M. LEWIS).
(WALTER M. LEWIS & BOBBIE JEAN J. LEWIS), ADDING
03-19-13 R/W REVISION (DWG) - SUBDIVIDED PARCEL 122
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’ 100’100’
SITE 29
SITE 28
S
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
ac01
X
X XX
HO
X
XX
XX X
XX
XX
XX
XX
XX
X
X
XX
X
XX
X
XO
X
CONC
R154
15" CONC
1SFD
MTL
R151
15" CONC
12" CONC
R15
2
48" C
HL
48" CHL
S
EOP
EOT
EOP
EOT
EOT
EOT
EOP
EOP
z
z
XX
XX
X
X
XX
X
X
XY
Y
YY
YY
YY
YY
YY
Ov
vX
XXX
X
X
X
X
X
OY
X
X
X
X YY Y
YY
Y
WE 796.8’
POND
US 29 NBL BST
US 29 SBL BST
4’ BST
3’ BST
4’ BST
4’ BST
1SFD
1SFD
1SFD
GR
GR
GR
GR
X
X
XX
X
X
X
O
X
XX
O
X
X
XX
XXX
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
XX
XXXX
X
Y
Y
X
X
X
XX
X X XX
OX
X XX
X
X
XX
XX
X
X
X
X
X X
X
OX
X
X
X
X
X
X
X
X
X
OO
X
X
X
X
X
XX
X
X X X X
X
XX
X
X
X GR
48" W
D
RAIL
R19
5
R19
4
48" W
D
RAIL
12" C
ON
C
10’ CONC
R 192
Q18
8
P19
0
R19
3
R18
9
P19
1
16’ CONC
16’ CONC
R387
R 388
14’ CONC
17’ CONC
12" C
ON
C
R19
6
48" W
D RAI
L
72" W
D
72" W
D
CO
NC
R209
R207
O208
P211R212
20’ BST
R237
R238
R 245
15" C
ON
C15
" CO
NC
GR
48" WD RAIL
48" WD RAIL
S S
12" C
ON
C
R 241
R242
R244
18’ BST
16’ BST
1SBLKBUS
CH
L
60" C
HL
P180
P18
3
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTLM
TL
R 184
Q227
Q228
Q18
5
P 186
19’ CONC
16’ CONC
CONC
R392
CONC
48" CONC
CONC
15" CONC
R233
P231
R232
7’ CONC
18" CONC
18’ BS
T
WA
LL
72" B
K
WALL72" B
K
60" W
W&1SBW
10’ B
ST
48" CONC
R15
9
15" CONC
P230
21’ CONC
16’ CONC
R229
P16
0
15’ CONC
15’ CONC
60" W
W&1SBW
60" W
W&1SBW
R17
4R
175
15" C
ON
C
R17
3
P17
6
R393
BST
R15
7
R15
8
EOP
EOT
BST
CONC ISL
CONC ISL
CONC ISL
19’ CONC
CONC IS
L
60" WW&1SBW
CONC ISL
CONC ISL
10’ B
ST
CONC
CONC ISL
CONC ISL
CONC IS
L
P389
6’ CONC
7’ C0NC
z
z
z
X
X
R
RR
S
R 210
RR
R19
2
R17
8
R17
7
O 181
O19
1
O18
2
O179
SIG/
LT
SIG/
LT
SIG/
LT
SIG/LT
SIG/
LT
SIG/
LT
SIG/
LT
SIG/
LT
SIG/
LT
R
X
XX
X
XXX
X XX
X
YYYYY
YYYYY
X
CANOPYU/
MTLPUMPS2
GAS
CANOPYU/
MTLPUMPS2
GAS
4SBW
4S
BW
CO
NC
W/
LT
5’ BST
EOP
US 29 SBL 23’ BST
4’ BST
US 29 NBL 24’ BST
EOP
EOP
EOP
EOT
EOT
EOT
US 29 BST
US 29 BST
EOT
EOP
4’ BST
4’ BST
4’ BST
BST
X
X
X
X
XX
X
X
X
X
X
XX
XX
X
X
XX
X
X
X
X
YYYYYYYYY
YYYY
YYYYYYYYYYYYYYYYYYYYYYYYYYY
YX
YYYYY
YY YX X
Y
YYYY
Y
X
X
X
X
XX
X
X
X
X
X X
XX
OO
O
O
Y
X
XX
CONC ISL
KE
RE
N
DR.
BST
EOP4’ BST
15’ BSTEOT
EOT
EOP 4’ BST
EOT
CONC4’ BST
BST19’ BST
EOT
EOP
20’BST
GR
PORT
CAR1SFD
S
1SBKD
CONC
S
S
S
S
GR
34’ CONC
15’ CONC
GR
S
HTR
GR
S
S
CONC
1SFD
CONC
RUIN
G
W
1SFD
GR
GR
1SFD
16’ CONC
CONC
1SFD
G
LT
S
1SFD
GR
CONC
CONC
GR
SW/LT
W/LT
1SBKD
GR
GR
GR
GR
25’ BST
S
S
1SFD
GR
1SFD
GR
1SFD PORT
CAR
1SFD
GR
GR
S
S
4’ BST
1SFD
48" CHL
422
1SFD
GR
72" C
HL
226
60" CHL
CONC
US 29 SBL BST
US 29 NBL BST
CONC
15" CONC
S
72" WD
72" W
D
72" CHL
24" CONC
S
225
213
214 15" CONC
CONC15
"
S
EOP
EOT
EOT
EOP
4’ BST
4’ BST
4’ BST
EOP
EOT
EOP
EOT
4’ BST
S
G
S
1SFD
GR
S
SGR
GR
1SFD
WE 801.8’
POND
CONC
1SFD
GR
1SBKD
GR
CONC
CONC
CONC
12" R
CP
S
GR
12" RCP
17’ GR
G
S
1SFDS
S
S
24" RCP
780
781
782
782
783
783
783
784 784
785
785
785
785
785
786
786
786
786
786
786
786
787
787
787
787
787
787
787
788
788
788
788
788
788
788
788
788
789
789
789
789
789
789
789
789
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790
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790
790
790
790
790
790
790
790
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790
790
790
790
790
790
790
790
791
791
791
791
791
791
791
791
791
791
791
791
791
792
792
792
792
792
792
792
792
792
792
792
792
792
793
793
793
793
793
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793
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795
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796
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800
800
800
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800
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800
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800
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804
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9
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810
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810
810
810
811
811
811
811
811
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811
811
811
811
811
811
811
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811
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11
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811
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811
811
811
811
811
811
811
812
812
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812 8
12
812
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814
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814
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814
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814
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815
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819
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821
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821
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1
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830
830
830
830
830
830
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830
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832
832
832
832
832
832
832
832
832
832
832
832
832
832
832
832
832
832
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845
846
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848
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848
848
848
848
848
849
849
849
849
849
849
849
849
849
849
849
850
850
850
850
850
850
850
850
850
850
850
850850
850
850
850
850
850
850
850
850
850
850
850
850
850
851
851
851
851
851
851
851
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851
851
852
852
852
852
852
852
853
853 8
53
854
854
855
855 8
55
855
856
TS
P
CB
P
REMOVE 100’ OF 18" RCP PIPE
RETAIN
CB
HW
2GI
2GI
COLLAR AND EXTEND
2GI
2GI
RETAIN
RETAIN
RETAIN
ELB
W/ ELBOWS
ROD AND LUG
CB
15" C
SP
W/ ELBOWS
ROD AND LUG
2GI
2GI W/ ELBOWS
ROD AND LUG
ELB
15"
CSP
15"
CSP
2GI
2GI
CB
CB
15"
CSP
15"
CSP
CB
CB
REMOVE
PLUG
PLUG
RETAIN
15"
CB
CB
15"
CSP
CB
2GI
RETAIN
2GI
2GI
AND DIREMOVE CONC. DITCH
15"
CB
CB
JB w/MHC
B
18"
2GI
FS2GI
FS
FS
FS
FS
GRADE TO DRAIN
RETAIN
Natural
Ground 2:1
B
D
( Not to Scale)
Flatt
er4:1 or
SlopeFill
SPECIAL LATERAL BASE DITCH
Type of Liner= GRASS
FROM STA. 15+00 TO STA. 20+00 -Y21- (RT)
B= 2.0 Ft.
Min. D= 1.0 Ft.
COLLAR AND EXTEND
HEADWALL
REMOVE EXIST.
CB
CB
2GI
RETAIN
GRADE TO DRAIN
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
RETAIN
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
CLASS "B" 5’X10’ RIPRAP PAD
6 SY FabricEst. Qty. 5.0 Tons
RETAIN
CLASS "B"
5’X10’ RIPRAP PAD
6 SY Fabric
Est. Qty. 5.0 Tons
DETAIL YY
SEE DETAIL "YY"
( Not to Scale)
20:1
Traffic Flow
Outside Ditch
S
S=Ditch Slope L
FALSE SUMP
0.5’
Min.
1.0’
Max.
C Proposed Ditch
etc.
GI
2’
10:1
DETAIL R
@ STA. 74+98 -Y13- (LT)
@ STA. 78+48 -Y13- (LT)@ STA. 78+66 -Y13- (LT)
S
Outside Ditch
10:1
Traffic Flow
S = Ditch Slope C Proposed DitchL
etc.
GI
20:1
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
DETAIL Q
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
30"
SPECIAL CUT DITCHSEE DETAIL "AB"
2GI
Front DitchSlopeNatural
Ground2:1
DFlatter
4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
Type of Liner= PSRM
Max d= 1.5 Ft.
Min. D= 1.5 Ft.
DETAIL AB
BDO
15"
CSP
W/ ELBOW’S
ROD AND LUG
P
PLUG
P
PLUG
18" R
CP-IV
18" R
CP-IV
15" RC
P-IV
15" RCP-IV
18"
RCP-III
15"
RCP-IV
15"
RCP-IV
15"
RCP-IV
15" R
CP-IV
15" R
CP-IV
15" RC
P-IV
15" RC
P-IV
30" RC
P-IV
30" RC
P-IV
18"
RCP-IV
18"
RCP-IV
18" RCP-IV
18" RCP-IV
15"
RCP-IV
15" RCP-IV
15" R
CP-IV
2GI
15"
15"
15"
STA. 73+00 -Y13- (LT.)BEG SBG @
PROP. CURB AND GUTTER.
OF THE PROP. LOOPS ARE TO BE LAID BENEATH THE
NOTE: SYSTEM DRAINAGE PIPES THAT ARE LOCATED INSIDE
Conv. DI To JB
2GI
2GI
2GI
15"
15" RCP-IV
2GI
TRENCHLESS INSTALLATION 18" WELDED STEEL
24" RCP-III24" RCP-III
REMOVE 11’ OF 15" RCP PIPE
CB
TB JB w/MH
15"
@ STA. 96+00 -Y13- (RT)
FS2GI
FS
@ STA. 22+95 -Y22RPD- (LT)
CB
15" R
CP-IV
CB
15" R
CP-IV
CB
CB
CB
CB
15" R
CP-IV
15" R
CP-IV
15" R
CP-IV
15" R
CP-IV
@ STA. 100+02 -Y13- (RT)
15" RCP-IV
15"
15" R
CP-IV
FROM STA. 28+00 TO STA. 30+76 -Y21- (LT)
NOTE: SYSTEM DRAINAGE PIPES THAT ARE LOCATED INSIDE OF THE PROP. LOOPS
ARE TO BE LAID BENEATH THE
PROP. CURB AND GUTTER.
EST. 11 SY FABRICEST. 3 TONW/ FILTER FABRICCLASS "B" RIP RAP
15" RCP PIPE
REMOVE 16’ OF
w/Slab LidTBJB
15" R
CP-IV
W/ ELBOWS
ROD AND LUG
W/ ELBOWS
ROD AND LUG
W/ ELBOWS
ROD AND LUG
@ STA. 18+48 -Y22RPD- (LT)@ STA. 20+48 -Y22RPD- (LT)
15" RCP PIPE
REMOVE 28’ OF
CB
15" R
CP-IV
REMOVE
REMOVEREMOVE
REMOVE
Est.= 4 Tons of Class "B" Rip-Rap
D=4.0 Ft.
Length= 10 Ft.(Variable)
CHANNEL BED
EXISTING BANK
Ground
Natural
( Not to Scale)
PIPE OUTLET CHANNEL
Dd= 1.0 Ft.
EXISTI
NG BANK
Ground
Natural
DETAIL VV
STA. 24+04 -Y22RPA- (RT) Est. 4.0 Tons Class "B" RipRap
SEE DETAIL "VV"CLASS "B"
S
W
SS
15" C
ONC
24"
CO
NC
JUNCTION BOX
POSSIBLE
DI
18" CONC18"
CONC
15" CONC
DI
15"
CO
NC
18" C
ON
C
DI
18"
CO
NC
18"
CO
NC
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
18" C
ON
C
18" CONCDI
CB
CB24" C
ON
C
24" CONC
18" C
ON
C
24" C
ON
C
18"
CO
NC
18"
CO
NC
18"
CO
NC
|
|
|
O
F
F
d
bb
|
|
bb
b
b
LIGHT
GROUND
]6" PLASTIC
6" PLASTIC
6" PLASTIC
6" P
LASTIC
RETAIN RETAIN
RETAIN
60’
PR
OP. R/W
60’
PR
OP. R/WP
RO
P. R/W
60’
121
123
124
125
126
127
128
129
130
131 131
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
131
150
143
178
122A
C
C
C
C
C
C
C
C
C
C
C
C
C
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
F
F
F
F
F
F
F
F
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
F
F
F
F
F
F
F
C
C
F
C
F
C
F
F
C
C
C
C
C
CC
CC
CC C
C C
F
F
F
F
F
F
F
F
C
F
C
F
C
F
F
F
F
F
F
F
F
F
C
F
C
F
C
F
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
FF F
F
F
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
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
C
F
C
F
C
F F F F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
C
C
C C CF
F
F
F
F
F
F
F
C
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C C
CC
CC
C
F
F
F
F
F
C
C
CCC
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
CC
CCC
F
FF
FFC
FF F
F
F F
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C C
C
-Y22LPA- PC Sta. 12+64.90
-Y22RPA-
= 2° 22’ 21.3" (RT)
PI Sta 32+24.34
D
D = 0° 26’ 26.7"
L = 538.32’
T = 269.20’
R = 13,000.00’
-Y22-
= 17° 04’ 11.6" (LT)
PI Sta 38+34.27
D
D = 6° 13’ 40.1"
L = 274.09’
T = 138.07’
R = 920.00’
PI Sta 224+57.07
D
L = 791.30’
T = 21,192.17’
R = 250.00’
PIs Sta 21+23.90
F
Ls = 200.00’
LT = 134.47’
ST = 67.70’
-Y22LPA- -Y22LPD-
-Y22RPD-
-Y21-
PIs Sta 11+34.47
F
Ls = 200.00’
LT = 134.47’
ST = 67.70’
PI Sta 14+92.14
D
L = 431.49’
T = 292.14’
R = 250.00’
PIs Sta 16+99.18
F
Ls = 200.00’
LT = 134.47’
ST = 67.70’
PIs Sta 19+56.57
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
PI Sta 15+54.63
D
L = 676.54’
T = 344.63’
R = 1,440.00’
PIs Sta 11+40.04
F
Ls = 210.00’
LT = 140.04’
ST = 70.04’
-Y22- POT Sta. 20+88.97
-Y22- PTSta. 34+93.46
-Y22- PCSta. 29+55.14 -Y22RPD- CS Sta. 18+86.54
-Y22- POC Sta. 34+03.00
L = 582.38’
PI Sta 13+94.15
D
T = 319.15’
R = 573.00’
L = 737.28’
PI Sta 21+89.77
D
T = 388.11’
R = 955.00’
PI Sta 25+93.65
D
L = 300.81’
T = 160.40’
R = 350.00’
PIs Sta 23+67.16
F
Ls = 200.00’
LT = 133.91’
ST = 67.19’
PIs Sta 20+93.30
F
Ls = 210.00’
LT = 140.06’
ST = 70.05’
PI Sta 17+31.29
D
L = 596.41’
T = 304.44’
R = 1,205.00’
PIs Sta 13+56.90
F
Ls = 210.00’
LT = 140.06’
ST = 70.05’
-Y13- POT Sta. 89+06.66 59.00’ RT.
-Y22RPA- PT Sta. 27+34.06
-Y22RPA- SC Sta. 24+33.25
-Y22RPA- SC Sta. 14+26.84
-Y22RPA- TS Sta. 12+16.84
-Y22- P
C Sta. 3
6+96.2
0
-Y13- POT Sta. 85+41.17 =
-Y22- POT Sta. 26+17.64
75+00 80+00 85+00 90+00 95+00
15+00
20+00
25+00
15+00
20+0
0
20+00
25+00
30+00
35+00
25+0
0
20+0
0
-Y13- POT Sta. 74+34.64 59.00’ RT.
-Y13- -Y13-
-Y22-
-Y22
LP
A-
-Y22
LP
D-
-Y22RPD-
-Y22RPA-
-Y21-
SE = NC SE = .04
SE = .08
SE = .08 SE = .08
SE = .07
SE = .04 SE = .04
SE = .08
-Y22LPA- POT Sta. 10+00.00
-Y26-
PI Sta 39+81.18
D
40+00
-Y26- POT Sta. 40+28.89
-Y26- PT Sta. 40+23.89
-Y22RPD- POT Sta. 26+41.38=
-Y21- POT Sta. 10+00.00=
-Y22- POC Sta. 34+15.00
-Y22- POC Sta. 34+30.15
-Y21- PC Sta. 10+75.00
30+0
0
SE = .???
-LACFLY- ST Sta. 60+53.54 =-LACFLY- CS Sta. 58+53.54
60+00
-Y21- PT Sta. 16+57.38
-Y21- PC Sta. 18+01.66
-Y21- PT Sta. 25+38.94-Y21- PC Sta. 28+28.94
-Y21-
15+00
20+00
25+0030+00
T = 247.33’
PI Sta 56+07.32
D
L = 493.55’
R = 3,000.00’
PIs Sta 59+20.21
F
Ls = 200.00’
LT = 133.34’
ST = 66.67’
L = 89.44’
T = 46.73’
R = 125.00’
-LACFLY-
-Y23- PC Sta. 38+76.09
-Y23- PT Sta. 38+12.31
-Y29- POT Sta. 16+80.92=
-Y28- POT Sta. 12+00.61
-Y22- POT Sta. 18+08.86
15+00
-Y22RPA- CS Sta. 20+23.25
-Y22RPA- SRS Sta. 22+33.25
-Y22RPA- POT Sta. 30+04.06=
-Y22- POT Sta. 21+09.12 =
-Y22LPA- CS Sta. 20+56.20
-Y13- POT Sta. 85+21.99 59.00’ LT.
-Y22LPA- ST Sta. 22+56.20 =
-Y22RPD- ST Sta. 20+96.54
CR
CR
CR
CR
CR
CR
CR
CR
PROPOSED SIGNAL
Grealdine M. Bishop
Arnold Brinkley
Fellowship Hall Inc.Fellowship Hall Inc.
NCDOT
John D. Love Oil Co.
NCDOT
NCDOT
NCDOT
NCDOT
Ronald E. Stanley
POLLY ALBERTY
Ruth B. Scott
W.
W.
RO
BE
RS
ON
REBECCA O. HAWKS
SANDRA O. DEAN &
Scott D. Kilgore
Darrel J. Trapp
& NANCY V. HUTCHENS
WILLIAM H. HUTCHENS
MAMIE G. PERDUE
N. F. PERDUE &
& JANE K. WILLIAMS
JAMES P. WILLIAMS
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXISTIN
G R/
W
EXISTING R/W
EXISTIN
G R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTING R/W
EXISTING R/W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXISTIN
G R/W
EXISTING R/W
EXISTING R/W
60’ R/W
60’ R/W
250’ R
/W
W. W. ROBERSON
Floyd C. Andrews
MARION BISHOP, JR.
NCDOT
;
;
;
;
;
;
;
;
;
;
;
Walter M. Lewis
Robert V. Love
MINNIE B. ANDREWS
FLOYD ANDREWS &
EXIS
TIN
G
R/
W
30’ EASEMENT
BRENDA I. GERRINGER
& TREBA D. MABE
JOSEPH T. MABE
H. G. Oakley
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
SARAH M. FULLER
TRUMAN E. FULLER &
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
BOBBY R. SUMMERS
OF
TR
AN
SP
OR
TA
TIO
N
NO
RT
H
CA
RO
LIN
A
DEP
AR
TM
EN
T
FEDERAL HOME LOAN MORTGAGE CORP.
Fellowship Hall Inc.
TRUMAN E. FULLER
ALPHUS RAY PRIDGEN II
REVOCABLE TRUSTTHOMAS W. PASCHAL
REVOCABLE TRUSTTHOMAS W. PASCHAL
Walt
er
M.
Le
wis
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
-Y22-
STA. 36+
00.00
SEE
SHEE
T 38
MATCHLIN
E
MA
TC
HLIN
E -Y13- STA. 99+
00.0
0 SEE S
HEET 34
MA
TC
HLIN
E -Y13- STA. 71+
00.0
0 SEE S
HEET 32
MATC
HLINE -Y
22-
STA. 19
+00.00
SEE
SHEE
T 37
SEE SHEETS 67 & 68 FOR -Y13- PROFILE
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.
33 U-2525B
6/2/99
SEE SHEET 2-N FOR BRIDGE SKETCH
NOTE: SEE CROSS-SECTIONS AND ROADWAY STANDARD DRAWINGS,STD. NO. 862.01, SHEET 1 FOR SPECIAL MEDIAN GRADING.
SEE SHEET 81 FOR -Y22LPA- PROFILESEE SHEET 80 FOR -Y22- PROFILE
SEE SHEET 82 FOR -Y22LPD- PROFILESEE SHEETS 82 & 83 FOR -Y22RPA- PROFILESEE SHEETS 83 & 84 FOR -Y22RPD- PROFILE
NOTE: USE INTERIM GRADE -I22LPA- FOR -Y22LPA- ALIGNMENT
NAD 83/ 95
SEE SHEETS S-1 THRU S-?? FOR STRUCTURE PLANS
SEE SHEET 78 FOR -Y21- PROFILE
TRUST).
(THOMAS W. PASHCHAL) TO (THOMAS W. PASCHAL REVOCABLE
REVISED THE PROPERTY OWNER NAME ON PARCEL 150
(JOHN D. LOVE OIL CO.) AND PARCEL 138 (RUTH B. SCOTT).
REVISED THE PROPERTY LINE BETWEEN PARCEL 137
(FELLOWSHIP HALL INC.).
PARCELS 131 AND 132 WERE COMBINED INTO PARCEL 131
PARCEL 122A (WALTER M. LEWIS).
(WALTER M. LEWIS & BOBBIE JEAN J. LEWIS), ADDING
03-19-13 R/W REVISION (DWG) - SUBDIVIDED PARCEL 122