17bp.1.r.86 prm tsh
TRANSCRIPT
SHEET 1 OF 4PERMIT DRAWINGRAILROAD
1148
1156
1157
1149
11591162
1302
1300
1300
1305
1142
1151
1151
1150
1145
1145
1186
1158
1159
1350
1159
1165
1196
1197
1203
1179
1199
1184
1185
1431
1431
1438 1437
1189
1152130
1
1401
1401
1400
1159
1351
1452
1453
1164
1160
1161
1161
1160
1302
1303
TRANTERS
Collie
Flat
CSX
RAILROAD
1300
1505
1506
1505
1500
1517
1547
1514
VICINITY MAP
OFF-SITE DETOUR
903
903
903
64A
64A
6413
6413
Flat S
wa
mp
SITE
PROJECT
MARTIN COUNTY
PIT COUNTY
Robersonville
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
CO
NT
RA
CT:
=2550 50 100
50 25 50 100
10 5 10 20
PE
NCDOT CONTACT:
BOB A. MAY, PE
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
ENGINEERROADWAY DESIGN
HYDRAULICS ENGINEERPrepared for:Prepared in the Office of:
Bus: 919.851.8077 Fax: 919.851.8107
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
2012 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT LENGTH
=ADT
ADT
DESIGN DATA
K = %
=D %
T = % *
V MPH=
GRAPHIC SCALESENGINEERING
ETHERILL
MARTIN COUNTY
17BP.1.R.86
SR 1159BRIDGE No. 71 OVER FLAT SWAMP ON
GRADING, DRAINAGE, PAVING, STRUCTURES.
2015 1,100
60
* TTST = % DUAL = %
FUNC. CLASS = LOCAL
TOTAL LENGTH PROJECT 17BP.1.R.86
LENGTH STRUCTURE PROJECT 17BP.1.R.86LENGTH ROADWAY PROJECT 17BP.1.R.86
NOVEMBER 20, 2019
ROBERT O’DELL JR.
RYAN SHOOK
DIVISION 1DIVISION OF HIGHWAYS
Edenton NC, 27935
113 Airport Drive
BEGIN BRIDGE-L- STA. 16+38.32
END BRIDGE-L- STA. 17+08.32
(Subregional Tier)
JUNE 20, 2019 AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OF N RTC
A
RO
LIN
A
TO ROBERSONVILLE
TO SR 1160 MEEKS RD. SR 1159 FLAT SWAMP RD-L-
NAD 83/ 2011
FLAT SWAMP
FLAT SWAMP
See Sheet 1-B for Conventional SymbolsSee Sheet 1-A For Index of Sheets
PR
ELI
MIN
AR
Y P
LA
NS
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
= 0.072 MILES
= 0.014 MILES= 0.058 MILES
17B
P.1.R.86
17BP.1.R.86
DIVISION PROJECT ENGINEER
PR
OJE
CT:
-L- STA. 15+00.00BEGIN PROJECT 17BP.1.R.86
-L- STA. 18+80.00END PROJECT 17BP.1.R.86
P:\
2018\18
160.0
1_M
artin
71\
Hydra
ulics\
PER
MIT
S_Environ
mental\
Dra
win
gs\
17BP.1.R.8
6_prm
_tsh.d
gn
FBro
oks
9/18/2
019
WETLAND AND SURFACE WATER IMPACTS PERMIT
4
ON BRIDGENOTE: NO DECK DRAINS
ANI
LORAC HTR
ON
LA
NOISSEFO
RP
REENIGNE
23993
SEAL
ECIRP .S
XA
M
ANI
LORAC HTR
ON
LA
NOISSEFO
RP
REENIGNE
21116
SEAL
YAM .A B
OB
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
21’ GR
SR 1159 FLAT SWAMP ROAD 21’ PAVED ROADWAY
SR 1159 FLAT SWAMP ROAD 20’ PAVED ROADWAY
EUGENE ROBERSON
EUGENE ROBERSON
(ABANDONED)
1 2
WOODS
CULTIVATED
CULTIVATED
WOODS
WOODS
WOODS
WOODS
WOODS
TO ROBERSONVILLE
TO SR 1160 MEEKS RD.
WOODS
10" P
VC
10" P
VC
18" C
LA
Y (A
BA
ND
ON
ED)
18" C
LA
Y (A
BA
ND
ON
ED)
60.0
0’
BARBARA JAMES, ET AL
BARBARA JAMES, ET AL
PYLONSWOOD OLD
EXISTING R/W
55.0
0’
WOODS
115’ DOMINION POWER EASEMENT
TO
WN
OF
RO
BE
RS
ON
VIL
LE
EA
SE
ME
NT
WID
TH
UN
KN
OW
N
SUPPORTS
4- CONC
POWER EASEMENT
115’ DOMINION
SHEET 2 OF 4PERMIT DRAWING
TT
FLAT SWAMP
FLAT SWAMP
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
THE HISTORIC HIGH WATER MARK COULD NOT BE
TT
CL II RIP RAP KEY-IN 3.5’
EXCAVATIONBANK STABILIZATION
REMOVE REMNANT EXIST. ABUT.
CHORDLOWEST LOW
EXCAVATE TO EL. 43.5’
GRADEROADWAYPROPOSED
CL II RIP RAP KEY-IN 3.5’
EXCAVATE TO EL. 43.5’
OPENINGUPSTREAM FACE
W.S. =45.4’PROP. 25YR.
ELEV. =39.7’W.S. ON 1/7/19
(SEE DETAIL A)
SPECIAL CUT DITCH
TO SHLD. PT. (TYP.)CLASS II RIP RAP
TO SHLD. PT. (TYP.)CLASS II RIP RAP
10 11 12 13 14 15 16 17 18 19 20 21 22 23
0
10
20
30
40
50
(+)0.5900%
(+)1.5631% (-)1.8353%
(-)0.1900%
2’-6" DEEP CAPS1@70’ 24" CORED SLABSKEW = 90CL ELEV = 48.73’STA. 16+73.5 -L-
EL = 46.99
-L- STA. 15+00.00
BEGIN GRADE
EL = 46.60
-L- STA. 18+80.00
END GRADE
2’-6" DEEP CAPS1@70’ 24" CORED SLABSKEW = 90CL ELEV = 48.73’STA. 16+73.5 -L-
0.30%5.12%
ELEV.=44.31’
BEGIN DITCH STA. 15+00 (RT)
ELEV.=44.01
DITCH STA. 16+00 (RT)
ELEV.=41.45
DITCH STA. 16+50 (RT)
ELEV.=41.45’
END DITCH STA. 16+55 (RT)
0.30%ELE
V.=
44.0
1DIT
CH
STA. 16
+00 (R
T)
ELE
V.=
41.45
DIT
CH
STA. 16
+50 (R
T)
ELE
V.=
41.45’
EN
D
DIT
CH
STA. 16
+55 (R
T)
5.12%
ELE
V.=
44.3
1’BE
GIN
DIT
CH
STA. 15
+00 (R
T)
12" HDPE
TOP OF WATER TO LOW BEAM BRIDGE CLEARANCE=7.02’
LOW WOOD BEAM=45.93’
8’ WW
6’ WW 8’ WW
WW
8’
WITH 4 WOODEN WINGWALLS
3-SPAN CONCRETE AND WOOD
BRIDGE #71
Flatter4:
1 or
D3:1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 15+50 TO STA. 16+55 -L- RT.
DETAIL A
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
15" RC
P-IV
15" RC
P-IV
15"
15"
TB 2GI
TB 2GI TB 2GI
TB 2GI
EST. 38 CY
EXCAVATION
STRUCTURE
EST. 5 SY GEOTEXTILE
EST. 1 TN RIP RAP
CLASS B RIP RAP
EST. 50 CY
EXCAVATION
STRUCTURE
EST. 7 SY GEOTEXTILE
EST. 2 TN RIP RAP
CLASS B RIP RAP
RE
VISIO
NS
0
10
20
30
40
50
Fax: 919 851 8107
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
ENGINEERINGETHERILL
0
10
20
30
40
50
TYPE-IIIGREU TL-3
TYPE-IIITYPE-III
TYPE-III
GREU TL-3
GREU TL-3
25:1
25:1
25:1
25:1
11’
11’
5.5’
5.5’
.025
.025
OU
T O
T O
UT
33’ 11’
11’
.025
.025
11’
11’
.025
.025
-L- STA. 16+38.32
BEG. BRIDGE
-L- STA. 17+08.32
END BRIDGE
-L- STA. 16+26.32
BEG. APP. SLAB
-L- STA. 17+20.32
END APP. SLAB-L- PT Sta. 15+82.96
SKETCH SHOWING PAVEMENT / STRUCTURE RELATIONSHIP
SEE SHEET S1- THRU S-? FOR STRUCTURE PLANS
GREU TL-3
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
417BP.1.R.86
R/W SHEET NO.8/17/99
GRAPHIC SCALE
0’ 100’100’
P:\
2018\18
160.0
1_M
artin
71\
Hydra
ulics\
PER
MI T
S_Environ
mental\
Dra
win
gs\
17BP.1. R.8
6_pr m
_PS
H_04.d
gn
FBro
oks
9/18/2
019
F
C
F
C
F
F
F
F
F
F
1
1
2
2
-L- PC Sta. 14+74.93
-L- PT Sta. 15+82.96
-L- PC Sta. 19+17.80
-L- PT Sta. 13+33.43
-L- PC Sta. 10+00.00
-L- PC Sta. 11+61.19
-L- PT Sta. 11+46.42
-L- PT Sta. 21+98.14
-L- POT Sta. 23+40.49
10 11 12 13 14 15 16 17 18 19 20 21 22 23
PI = 15+45.00
EL = 47.26’
(+)0.5900%
VC = 80’K = 82
PI = 16+80.00
EL = 49.37’
(+)1.5631% (-)1.8353%
VC = 150’K = 44
PI = 18+25.00
EL = 46.70’
(-)0.1900%
VC = 110’K = 67
*DS = 45MPH *DS = 40MPH *DS = 40MPH
MEETS WITHIN 20MPH
* SUB REGIONAL TIER
EL = 46.99
-L- STA. 15+00.00
BEGIN GRADE
EL = 46.60
-L- STA. 18+80.00
END GRADE
-L- STA. 16
+37.3
8
BE
GIN
BRID
GE
-L- STA. 17
+09.6
3
EN
D
BRID
GE
1.5:1
1.5:1
1.5:1
2’-6" DEEP CAPS1@70’ 24" CORED SLABSKEW = 90CL ELEV = 48.73’STA. 16+73.5 -L-
DITCH LEGEND
RIGHT DITCH
MILLING
60’ VAR.
MILLING
90’ VAR.
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1400
= 25
= 45.4
= 2100
= 100
= 46.3
= 2400
= 100+
= 46.5
=
= 1/7/2019
= 39.7
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
21’ GR
SR 1159 FLAT SWAMP ROAD 21’ PAVED ROADWAY
SR 1159 FLAT SWAMP ROAD 20’ PAVED ROADWAY
EUGENE ROBERSON
EUGENE ROBERSON
(ABANDONED)
1 2
WOODS
CULTIVATED
CULTIVATED
WOODS
WOODS
WOODS
WOODS
WOODS
TO ROBERSONVILLE
TO SR 1160 MEEKS RD.
WOODS
10" P
VC
10" P
VC
18" C
LA
Y (A
BA
ND
ON
ED)
18" C
LA
Y (A
BA
ND
ON
ED)
60.0
0’
BARBARA JAMES, ET AL
BARBARA JAMES, ET AL
PYLONSWOOD OLD
EXISTING R/W
55.0
0’
WOODS
115’ DOMINION POWER EASEMENT
TO
WN
OF
RO
BE
RS
ON
VIL
LE
EA
SE
ME
NT
WID
TH
UN
KN
OW
N
SUPPORTS
4- CONC
POWER EASEMENT
115’ DOMINION
SHEET 3 OF 4PERMIT DRAWING
TT
FLAT SWAMP
FLAT SWAMP
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
THE HISTORIC HIGH WATER MARK COULD NOT BE
TT
CL II RIP RAP KEY-IN 3.5’
EXCAVATIONBANK STABILIZATION
REMOVE REMNANT EXIST. ABUT.
CHORDLOWEST LOW
EXCAVATE TO EL. 43.5’
GRADEROADWAYPROPOSED
CL II RIP RAP KEY-IN 3.5’
EXCAVATE TO EL. 43.5’
OPENINGUPSTREAM FACE
W.S. =45.4’PROP. 25YR.
ELEV. =39.7’W.S. ON 1/7/19
(SEE DETAIL A)
SPECIAL CUT DITCH
TO SHLD. PT. (TYP.)CLASS II RIP RAP
TO SHLD. PT. (TYP.)CLASS II RIP RAP
35
40
40
40
40
40
40
40
45
45
45
45
45
4545
45
45
45
4545
45 45 454545
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
45
4545
4545
45
45
50
50
50
50
50
50
50
50
50
50
55
0.30%5.12%
ELEV.=44.31’
BEGIN DITCH STA. 15+00 (RT)
ELEV.=44.01
DITCH STA. 16+00 (RT)
ELEV.=41.45
DITCH STA. 16+50 (RT)
ELEV.=41.45’
END DITCH STA. 16+55 (RT)
12" HDPE
TOP OF WATER TO LOW BEAM BRIDGE CLEARANCE=7.02’
LOW WOOD BEAM=45.93’
8’ WW
6’ WW 8’ WW
WW
8’
WITH 4 WOODEN WINGWALLS
3-SPAN CONCRETE AND WOOD
BRIDGE #71
Flatter4:
1 or
D3:1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 15+50 TO STA. 16+55 -L- RT.
DETAIL A
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
15" RC
P-IV
15" RC
P-IV
15"
15"
TB 2GI
TB 2GI TB 2GI
TB 2GI
EST. 38 CY
EXCAVATION
STRUCTURE
EST. 5 SY GEOTEXTILE
EST. 1 TN RIP RAP
CLASS B RIP RAP
EST. 50 CY
EXCAVATION
STRUCTURE
EST. 7 SY GEOTEXTILE
EST. 2 TN RIP RAP
CLASS B RIP RAP
RE
VISIO
NS
1310 11 12 14 15 16 17 18 19 20 21 22 23
0
10
20
30
40
50
Fax: 919 851 8107
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
ENGINEERINGETHERILL
0
10
20
30
40
50
TYPE-IIIGREU TL-3
TYPE-IIITYPE-III
TYPE-III
GREU TL-3
GREU TL-3
25:1
25:1
25:1
25:1
11’
11’
5.5’
5.5’
.025
.025
OU
T O
T O
UT
33’ 11’
11’
.025
.025
11’
11’
.025
.025
-L- STA. 16+38.32
BEG. BRIDGE
-L- STA. 17+08.32
END BRIDGE
-L- STA. 16+26.32
BEG. APP. SLAB
-L- STA. 17+20.32
END APP. SLAB-L- PT Sta. 15+82.96
SKETCH SHOWING PAVEMENT / STRUCTURE RELATIONSHIP
SEE SHEET S1- THRU S-? FOR STRUCTURE PLANS
GREU TL-3
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
417BP.1.R.86
R/W SHEET NO.8/17/99
GRAPHIC SCALE
0’ 100’100’
P:\
2018\18
160.0
1_M
artin
71\
Hydra
ulics\
PER
MI T
S_Environ
mental\
Dra
wi n
gs\
17BP.1. R.8
6_pr m
_PS
H_04_con. d
gn
FBro
oks
9/18/2
019
F
C
F
C
F
F
F
F
F
F
1
1
2
2
-L- PC Sta. 14+74.93
-L- PT Sta. 15+82.96
-L- PC Sta. 19+17.80
-L- PT Sta. 13+33.43
-L- PC Sta. 10+00.00
-L- PC Sta. 11+61.19
-L- PT Sta. 11+46.42
-L- PT Sta. 21+98.14
-L- POT Sta. 23+40.49
10 11 12 13 14 15 16 17 18 19 20 21 22 23
PI = 15+45.00
EL = 47.26’
(+)0.5900%
VC = 80’K = 82
PI = 16+80.00
EL = 49.37’
(+)1.5631% (-)1.8353%
VC = 150’K = 44
PI = 18+25.00
EL = 46.70’
(-)0.1900%
VC = 110’K = 67
*DS = 45MPH *DS = 40MPH *DS = 40MPH
MEETS WITHIN 20MPH
* SUB REGIONAL TIER
EL = 46.99
-L- STA. 15+00.00
BEGIN GRADE
EL = 46.60
-L- STA. 18+80.00
END GRADE
-L- STA. 16
+37.3
8
BE
GIN
BRID
GE
-L- STA. 17
+09.6
3
EN
D
BRID
GE
1.5:1
1.5:1
1.5:1
2’-6" DEEP CAPS1@70’ 24" CORED SLABSKEW = 90CL ELEV = 48.73’STA. 16+73.5 -L-
DITCH LEGEND
RIGHT DITCH
MILLING
60’ VAR.
MILLING
90’ VAR.
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1400
= 25
= 45.4
= 2100
= 100
= 46.3
= 2400
= 100+
= 46.5
=
= 1/7/2019
= 39.7
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L- 16+37 to 17+09 72' Bridge (no impacts)
TOTALS*: 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET 4 OF 4
WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTS
Martin County
BR-4577
9/18/2019
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
4/3/2019
BUFFER IMPACTS PERMIT
SHEET 1 OF 3BUFFER DRAWING
RAILROAD
1148
1156
1157
1149
11591162
1302
1300
1300
1305
1142
1151
1151
1150
1145
1145
1186
1158
1159
1350
1159
1165
1196
1197
1203
1179
1199
1184
1185
1431
1431
1438 1437
1189
1152130
1
1401
1401
1400
1159
1351
1452
1453
1164
1160
1161
1161
1160
1302
1303
TRANTERS
Collie
Flat
CSX
RAILROAD
1300
1505
1506
1505
1500
1517
1547
1514
VICINITY MAP
OFF-SITE DETOUR
903
903
903
64A
64A
6413
6413
Flat S
wa
mp
SITE
PROJECT
MARTIN COUNTY
PIT COUNTY
Robersonville
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
CO
NT
RA
CT:
=2550 50 100
50 25 50 100
10 5 10 20
PE
NCDOT CONTACT:
BOB A. MAY, PE
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
ENGINEERROADWAY DESIGN
HYDRAULICS ENGINEERPrepared for:Prepared in the Office of:
Bus: 919.851.8077 Fax: 919.851.8107
License No. F-0377
1223 Jones Franklin Rd. Raleigh, N.C. 27606
2012 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
LETTING DATE:
PROJECT LENGTH
=ADT
ADT
DESIGN DATA
K = %
=D %
T = % *
V MPH=
GRAPHIC SCALESENGINEERING
ETHERILL
MARTIN COUNTY
17BP.1.R.86
SR 1159BRIDGE No. 71 OVER FLAT SWAMP ON
GRADING, DRAINAGE, PAVING, STRUCTURES.
2015 1,100
60
* TTST = % DUAL = %
FUNC. CLASS = LOCAL
TOTAL LENGTH PROJECT 17BP.1.R.86
LENGTH STRUCTURE PROJECT 17BP.1.R.86LENGTH ROADWAY PROJECT 17BP.1.R.86
NOVEMBER 20, 2019
ROBERT O’DELL JR.
RYAN SHOOK
DIVISION 1DIVISION OF HIGHWAYS
Edenton NC, 27935
113 Airport Drive
BEGIN BRIDGE-L- STA. 16+38.32
END BRIDGE-L- STA. 17+08.32
(Subregional Tier)
JUNE 20, 2019 AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OF N RTC
A
RO
LIN
A
TO ROBERSONVILLE
TO SR 1160 MEEKS RD. SR 1159 FLAT SWAMP RD-L-
NAD 83/ 2011
FLAT SWAMP
FLAT SWAMP
See Sheet 1-B for Conventional SymbolsSee Sheet 1-A For Index of Sheets
PR
ELI
MIN
AR
Y P
LA
NS
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
= 0.072 MILES
= 0.014 MILES= 0.058 MILES
17B
P.1.R.86
17BP.1.R.86
DIVISION PROJECT ENGINEER
PR
OJE
CT:
-L- STA. 15+00.00BEGIN PROJECT 17BP.1.R.86
-L- STA. 18+80.00END PROJECT 17BP.1.R.86
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9/18/2
019
ON BRIDGENOTE: NO DECK DRAINS
4
ANI
LORAC HTR
ON
LA
NOISSEFO
RP
REENIGNE
23993
SEAL
ECIRP .S
XA
M
ANI
LORAC HTR
ON
LA
NOISSEFO
RP
REENIGNE
21116
SEAL
YAM .A B
OB
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
21’ GR
SR 1159 FLAT SWAMP ROAD 21’ PAVED ROADWAY
SR 1159 FLAT SWAMP ROAD 20’ PAVED ROADWAY
EUGENE ROBERSON
EUGENE ROBERSON
N 78°43’20" W
38.36’
N 75°04’12" W
35.07’
S 51°20’06" E46.01’
S 53°01’26" E25.92’
C/L CANAL P/L
C/L CANAL P/L
(ABANDONED)
1 2
WOODS
CULTIVATED
CULTIVATED
WOODS
WOODS
WOODS
WOODS
WOODS
TO ROBERSONVILLE
TO SR 1160 MEEKS RD.
WOODS
LOW WIRE=63.49’
10" P
VC
10" P
VC
18" C
LA
Y (A
BA
ND
ON
ED)
18" C
LA
Y (A
BA
ND
ON
ED)
60.0
0’
BARBARA JAMES, ET AL
BARBARA JAMES, ET AL
PYLONSWOOD OLD
EXISTING R/W
S 51°20’06" E5.01’
55.0
0’
WOODS
115’ DOMINION POWER EASEMENT
TO
WN
OF
RO
BE
RS
ON
VIL
LE
EA
SE
ME
NT
WID
TH
UN
KN
OW
N
SUPPORTS
4- CONC
POWER EASEMENT
115’ DOMINION
(BRIDGE)ALLOWABLE IMPACTS ZONE 1
(ROADWAY)ALLOWABLE IMPACTS ZONE 1
(ROADWAY)ALLOWABLE IMPACTS ZONE 2
SHEET 2 OF 3BUFFER DRAWING
TT
FLAT SWAMP
FLAT SWAMP
DETERMINED BY PHYSICAL OR PAROLE EVIDENCE
THE HISTORIC HIGH WATER MARK COULD NOT BE
TT
CL II RIP RAP KEY-IN 3.5’
EXCAVATIONBANK STABILIZATION
REMOVE REMNANT EXIST. ABUT.
CHORDLOWEST LOW
EXCAVATE TO EL. 43.5’
GRADEROADWAYPROPOSED
CL II RIP RAP KEY-IN 3.5’
EXCAVATE TO EL. 43.5’
OPENINGUPSTREAM FACE
W.S. =45.4’PROP. 25YR.
ELEV. =39.7’W.S. ON 1/7/19
Liner=Grassn=0.045s=0.0512 ft./ft.d=0.4 ft.V=2.6 ft./sQ10=1.6 cfsSta.=16+00 to 16+55
(SEE DETAIL A)
SPECIAL CUT DITCH
TO SHLD. PT. (TYP.)CLASS II RIP RAP
TO SHLD. PT. (TYP.)CLASS II RIP RAP
0.30%5.12%
ELEV.=44.31’
BEGIN DITCH STA. 15+00 (RT)
ELEV.=44.01
DITCH STA. 16+00 (RT)
ELEV.=41.45
DITCH STA. 16+50 (RT)
ELEV.=41.45’
END DITCH STA. 16+55 (RT)
12" HDPE
TOP OF WATER TO LOW BEAM BRIDGE CLEARANCE=7.02’
LOW WOOD BEAM=45.93’
8’ WW
6’ WW 8’ WW
WW
8’
WITH 4 WOODEN WINGWALLS
3-SPAN CONCRETE AND WOOD
BRIDGE #71
Flatter4:
1 or
D3:1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 15+50 TO STA. 16+55 -L- RT.
DETAIL A
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
15" RC
P-IV
15" RC
P-IV
15"
15"
TB 2GI
TB 2GI TB 2GI
TB 2GI
EST. 38 CY
EXCAVATION
STRUCTURE
EST. 5 SY GEOTEXTILE
EST. 1 TN RIP RAP
CLASS B RIP RAP
EST. 50 CY
EXCAVATION
STRUCTURE
EST. 7 SY GEOTEXTILE
EST. 2 TN RIP RAP
CLASS B RIP RAP
RE
VISIO
NS
1310 11 12 14 15 16 17 18 19 20 21 22 23
0
10
20
30
40
50
Fax: 919 851 8107
Bus: 919 851 8077
License No. F-0377
Raleigh, N.C. 27606
1223 Jones Franklin Rd.
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
ENGINEERINGETHERILL
0
10
20
30
40
50
TYPE-IIIGREU TL-3
TYPE-IIITYPE-III
TYPE-III
GREU TL-3
GREU TL-3
25:1
25:1
25:1
25:1
11’
11’
5.5’
5.5’
.025
.025
OU
T O
T O
UT
33’ 11’
11’
.025
.025
11’
11’
.025
.025
-L- STA. 16+38.32
BEG. BRIDGE
-L- STA. 17+08.32
END BRIDGE
-L- STA. 16+26.32
BEG. APP. SLAB
-L- STA. 17+20.32
END APP. SLAB-L- PT Sta. 15+82.96
SKETCH SHOWING PAVEMENT / STRUCTURE RELATIONSHIP
SEE SHEET S1- THRU S-? FOR STRUCTURE PLANS
GREU TL-3
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
417BP.1.R.86
R/W SHEET NO.8/17/99
9/18/2019
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BP.1.R.8
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US
ER:
FBrooks
GRAPHIC SCALE
0’ 100’100’
F
C
F
C
F
F
F
F
F
F
1
1
2
2
GREU TL-3
GREU TL-3
GREU TL-3
-L- PC Sta. 14+74.93
-L- PT Sta. 15+82.96
-L- PC Sta. 19+17.80
-L- PT Sta. 13+33.43
-L- PC Sta. 10+00.00
-L- PC Sta. 11+61.19
-L- PT Sta. 11+46.42
-L- PT Sta. 21+98.14
-L- POT Sta. 23+40.49
GREU TL-3
.025
.02
.025
.01
.02
.025
.025
10 11 12 13 14 15 16 17 18 19 20 21 22 23
PI = 15+45.00
EL = 47.26’
(+)0.5900%
VC = 80’K = 82
PI = 16+80.00
EL = 49.37’
(+)1.5631% (-)1.8353%
VC = 150’K = 44
PI = 18+25.00
EL = 46.70’
(-)0.1900%
VC = 110’K = 67
*DS = 45MPH *DS = 40MPH *DS = 40MPH
MEETS WITHIN 20MPH
* SUB REGIONAL TIER
EL = 46.99
-L- STA. 15+00.00
BEGIN GRADE
EL = 46.60
-L- STA. 18+80.00
END GRADE
-L- STA. 16
+37.3
8
BE
GIN
BRID
GE
-L- STA. 17
+09.6
3
EN
D
BRID
GE
1.5:1
1.5:1
1.5:1
2’-6" DEEP CAPS1@70’ 24" CORED SLABSKEW = 90CL ELEV = 48.73’STA. 16+73.5 -L-
DITCH LEGEND
RIGHT DITCH
MILLING
60’ VAR.
MILLING
90’ VAR.
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
FT
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 1400
= 25
= 45.4
= 2100
= 100
= 46.3
= 2400
= 100+
= 46.5
=
= 1/7/2019
= 39.7
ROAD CROSSING BRIDGE
PARALLEL IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1 70' bridge -L- 16+00 to 17+40 X 1219 1219
road X 887 1209 2096
TOTAL: 2106 1209 3315 0 0 0
IMPACT
BUFFER IMPACTS SUMMARY
TYPE
SITE NO.STRUCTURE SIZE /
TYPESTATION
(FROM/TO)
ALLOWABLE MITIGABLE
BUFFER REPLACEMENT
SHEET 3 OF 3
PROJECT: BRIDGE 71 over SR 1159 (Flat Swamps Rd)
4/11/2019
N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS
Martin County
Rev. May 2006