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TRANSCRIPT
GRAPHIC SCALE
0’100’ 50’ 100’ 200’
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
DESIGN SPEED:
FUNCTIONAL CLASSIFICATION:
COLUMBUS COUNTYINTERSECTION OF NC 87 AND NC 11
NEW INTERCHANGE AT THE
60 MPH
NC 11- MAJOR COLLECTORNC 87- MINOR ARTERIAL,
CO
LU
MB
US C
OU
NTY
INTERSEC
TIO
N
OF N
C 87
AN
D
NC 11
NE
W IN
TERC
HA
NG
E
AT TH
E
LEGEND
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
PROPERTY LINES
WETLAND LIMITS BOUNDARY
TYPICAL SECTION NO. 2
14’ W/GR
4’
FDPS
4’
FDPS
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
ORIGINAL GROUND
SLOPEVARIABLE
SLOPEVARIABLE
10’
GRADE
POINT
.08
GRADE
POINT
14’ W/GR
10’
FDPSFDPS
6’ 6’
17" 17"
TYPICAL SECTION NO. 1 TYPICAL SECTION NO. 3
TYPICAL SECTION NO. 4 TYPICAL SECTION NO. 5 TYPICAL SECTION NO. 6 TYPICAL SECTION NO. 7
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVEDAND GUTTER
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
HISTORIC PROPERTY BOUNDARY
MAP 1 OF 1NCDOT PROJECT # R-2561CA
WBS # 34466.4.1
MAP 1
OF 1
NC
DO
T PR
OJE
CT #
R-2561C
A
WBS #
34466.4.1
TEMPORARY ROADWAY / DETOURS
10’
GRADE
POINT
ORIGINAL GROUND
3:1
14’ W/GR
4’
FDPS
4’
FDPS
12.5"12.5"
10’
14’ W/GR
GRADE TO THIS LINE
GRADE
POINT
ORIGINAL GROUND
3:1
4’
FDPS4’
FDPS
17"17"
10’
14’ W/GR 14’ W/GR
10’
GRADE TO THIS LINE
3:14:1
ORIGINAL GROUND
8’
3:14:1
ORIGINAL GROUND
8’
LEGEND
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
PROPERTY LINES
WETLAND LIMITS BOUNDARY
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVEDAND GUTTER
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
HISTORIC PROPERTY BOUNDARY
TEMPORARY ROADWAY / DETOURS
GRAPHIC SCALE
0’100’ 50’ 100’ 200’
CO
LU
MB
US C
OU
NTY
INTERSEC
TIO
N
OF N
C 87
AN
D
NC 11
NE
W IN
TERC
HA
NG
E
AT TH
E
MAP 1
OF 1
NC
DO
T PR
OJE
CT #
R-2561C
A
WBS #
34466.4.1
DATE OF ORTHOPHOTOGRAPHY: 2016
WB
WA
WI
WL
WK
WE
WE
WE
WE
WE
WE
WE
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WC
WH
WG
WG
WG
WG
WG
WG
WG
WG
WG
WF
WF
WF
WF
WF
WF
WO
WM
CREST
SA
G
CREST
in Relatio
n to Pro
posed Brid
ge W
idth
Sketc
h sh
owin
g Dim
ensio
ns o
f Pavem
ent
in Relation to Proposed Bridge Width
Sketch showing Dimensions of Pavement
in Relation to Proposed Bridge Width
Sketch showing Dimensions of Pavement
SAG
CREST
CRESTSAG
SAG
SAG
CREST
SAG
CREST
SA
G
CREST
SAG CREST
TO RIEGELWOOD
TO ELIZABETHTOWN
TO
US 74
TO
NC 210
WEYMAN CHAPEL
MT ZION BAPTIST CHURCH
TO
SA
ND
YFIE
LD
DB 218 PG 564
PB 69 PG 48
C F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F
F
F
F
F
F
F
F
F
F
WN
WJ
WE
CREST
SA
G
DB 218 PG 564
PB 69 PG 48
47004100
23001900
24002100
400300
700600
300200
2040 ADT2018 ADT
90007000
NC 11
72005400
47004100
23001900
24002100
400300
300200
2040 ADT2018 ADT
90007000
NC 11
NC 11
NC 87 NC 8772005400
-Y- STA. 49+00.00BEGIN APPROACH SLAB
-Y- STA. 49+25.00BEGIN BRIDGE
in Relation to Proposed Bridge Width
Sketch showing Dimensions of Pavement
.025
.025
.025
.025
-Y- STA. 50+43.00END BRIDGE
-Y- STA. 50+68.00END APPROACH SLAB
in Relation to Proposed Bridge Width
Sketch showing Dimensions of Pavement
-Y- STA. 32+00.00BEGIN BRIDGE
-Y- STA. 31+75.00BEGIN APPROACH SLAB
-Y- STA. 33+75.00END BRIDGE
-Y- STA. 34+00.00END APPROACH SLAB
.025
.025
.025
.025
in Relation to Proposed Bridge Width
Sketch showing Dimensions of Pavement
-L- STA. 69+36.37BEGIN APPROACH SLAB
-L- STA. 69+61.37BEGIN BRIDGE -L- STA. 71+39.39
END BRIDGE
-L- STA. 71+64.40END APPROACH SLAB
-L- STA. 71+63.64END APPROACH SLAB
-L- STA. 71+38.63END BRIDGE
-L- STA. 69+61.37BEGIN BRIDGE
-L- STA. 69+35.87BEGIN APPROACH SLAB
.025
.025
.025
.025
INSET
R-2561CABEGIN PROJECT
SEE INSETMATCHLINE
SEE ABOVEMATCHLINE
SH
SA
SI
SI
SI
SF
SG
SC
SC
SC
SC
SC
SC
SC
SB
SJ
SJ
SE
SD
PD
PD
PD
PD
PD
PF
PB
PC
PE
PA
PD
25
30
35
40
45
-L- PC Sta. 15+00.00
-L- PRC Sta. 21+48.35
-L- PT Sta. 27+84.91
-L- PT Sta. 99+86.43
-L- PRC Sta. 93+31.96
-L- PC Sta. 86+87.05
-Y- PC Sta. 39+45.90
1015
20
2530
35 4050 55
30
60 65 70 75 80 8590
95
100
40
35
25
10 -Y2- POT Sta. 10+00.00
10
15
-Y3- POT Sta. 15+41.16
1010
-Y5- POT Sta. 10+00.00
-Y4- POT Sta. 10+00.00
10
-Y6- POT Sta. 10+00.00
45
45
50
55
-L- POT Sta. 10+00.00BEGIN CONSTRUCTION
-Y2- POT Sta. 13+00.00BEGIN CONSTRUCTION
-Y3- POT Sta. 11+36.58END CONSTRUCTION
-Y4- POT Sta. 13+10.00BEGIN CONSTRUCTION
-Y5- POT Sta. 13+40.00BEGIN CONSTRUCTION
-L- POT Sta. 101+50.00END CONSTRUCTION
-Y2- POT Sta. 14+65.53
-L- POT Sta. 25+12.73=
-Y3- POT Sta. 10+00.00
-L- POT Sta. 28+84.91=
-Y4- POT Sta. 14+58.28
-L- POT Sta. 85+83.98=
-Y5- POT Sta. 14+87.12
-L- POT Sta. 94+44.89=
-Y6- POT Sta. 14+90.70
-L- POT Sta. 95+24.44=10
-LPB- SC Sta. 12+22.00
15
-LPB- CS Sta. 17+97.36
20
-LPB- ST Sta. 20+19.36
OFFSET 47’
-LPB- ST Sta. 10+00.00
-L- POT Sta. 53+55.00 =
-LPB- POT Sta. 20+94.37
-Y- POT Sta. 26+48.72 =
15
10
OFFSET 47’
-RPB- ST Sta. 10+00.00
-L- POT Sta. 41+00.00 =-RPB- SC Sta. 11+36.00
-RPB- SRS Sta. 17+52.74
-RPB- CS Sta. 16+16.74
-RPB- SC Sta. 18+88.74
20
-RPB- CS Sta. 22+79.74
-RPB- ST Sta. 24+15.74 -RPB- POT Sta. 24+86.16
-Y- POT Sta. 26+25.00 =
-RPD- POT Sta. 24+83.39
-Y- POT Sta. 39+00.00 =
-LPD- POT Sta. 20+01.14
-Y- POT Sta. 38+78.47 =
20
-RPD- ST Sta. 23+44.16
-RPD- CS Sta. 22+08.16
20
-RPD- SC Sta. 18+52.95
-RPD- SRS Sta. 17+16.95
-RPD- CS Sta. 15+80.95
15
10
OFFSET 47’
-RPD- ST Sta. 10+00.00
-L- POT Sta. 69+00.00 =
-RPD- SC Sta. 11+36.00
-LPD- ST Sta. 19+60.30
-LPD- CS Sta. 17+38.30
15
-LPD- SC Sta. 12+22.00
OFFSET 47’
-LPD- ST Sta. 10+00.00
-L- POT Sta. 55+90.00 =
10
-Y6- POT Sta. 13+15.00BEGIN CONSTRUCTION
10
15
-Y2A- POT Sta. 10+00.00
-Y2- POT Sta. 10+46.18 =
-Y2A- PC Sta. 12+58.61-Y2A- PT Sta. 14+08.32
-Y2A- POT Sta. 19+25.77
-Y2A- PC Sta. 15+20.63
-Y2A- PT Sta. 16+00.70
-Y- P
T Sta. 5
5+01.6
0
10
15
20
-Y-
PO
T
Sta. 10
+00.0
0-
DE
T-
PC Sta. 10
+00.0
0 =
-D
ET-
PR
C Sta. 19
+66.2
1
-Y- POT Sta. 10+00.00
10
20
15
-Y-
PO
T
Sta. 2
1+00.0
0B
EGIN
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UC
TIO
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-Y- -Y-
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Kin
gs
Bluff Dr
Andre
ws
Dr
Andre
ws
Dr
Browntown Ave
Browntown Ave
Bro
wnto
wn
Ave
Ha
mm
ond
Gro
ve Ln
Bar
Pit R
d
Old Stage Rd NC 87
Old Stage Rd NC 87
Woodyard Rd SR 18
08
DR.
FLO
WERS
NC 11
Ho
we Rd
General
SR 18
11
Narro
w
Gap
Rd
Blvd
Rd
Kin
g
R-2561CABEGIN CONSTRUCTION
R-2561CAEND CONSTRUCTION
AND ARE SUBJECT TO CHANGE.MAPS, INCLUDING UTILITY EASEMEANTS, ARE PRELIMINARYUTILITY EASEMANTS. THE DESIGNS SHOWN ON THESETO LOCATIONS OF MAJOR EXISITING AND POTENTIALINFORMATION SHOWN ON THESE MAPS IS LIMITEDMAPS OR ON OTHER DISPLAYS. THE UTILITYPROPOSED UTILITIES ARE NOT SHOWN ON THESETO PROVIDE GREATER VISUAL CLARITY, EXISTING AND
DURING FINAL DESIGN USING FINAL SURVEYS. SURVEYS. DRIVEWAY LOCATIONS WILL ALSO BE DETERMINEDMINIMIZE IMPACTS WHERE FEASIBLE USING FINAL GROUNDTHE FINAL DESIGN STAGE, DESIGNERS WILL ATTEMPT TODESIGNS AND PRELIMINARY GROUND SURVEYS. DURINGON THIS HEARING MAP ARE BASED OFF OF PRELIMINARYLIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN
AND ARE SUBJECT TO CHANGE.MAPS, INCLUDING UTILITY EASEMEANTS, ARE PRELIMINARYUTILITY EASEMANTS. THE DESIGNS SHOWN ON THESETO LOCATIONS OF MAJOR EXISITING AND POTENTIALINFORMATION SHOWN ON THESE MAPS IS LIMITEDMAPS OR ON OTHER DISPLAYS. THE UTILITYPROPOSED UTILITIES ARE NOT SHOWN ON THESETO PROVIDE GREATER VISUAL CLARITY, EXISTING AND
DURING FINAL DESIGN USING FINAL SURVEYS. SURVEYS. DRIVEWAY LOCATIONS WILL ALSO BE DETERMINEDMINIMIZE IMPACTS WHERE FEASIBLE USING FINAL GROUNDTHE FINAL DESIGN STAGE, DESIGNERS WILL ATTEMPT TODESIGNS AND PRELIMINARY GROUND SURVEYS. DURINGON THIS HEARING MAP ARE BASED OFF OF PRELIMINARYLIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN
R-2561CABEGIN PROJECT
R-2561CAEND PROJECT
IMPACTS AND DRIVEWAY TIES
UTILITY INFORMATION
UTILITY INFORMATION
IMPACTS AND DRIVEWAY TIES
SHERMAN BLANKS
DB 225 PG 405
SHERMAN BLANKS
DB 432 PG 790
KIMBERLY A SPENCER
PB 71 PG 56
DB 941 PG 46
WILLIAM A SPENCER
KIMBERLY A SPENCERDB 1162 PG 823
PB 71 PG 56
WILLIAM A SPENCER
KIMBERLY A SPENCERDB 851 PG 952
PB 82 PG 69
DB 851 PG 952
PB 82 PG 69
TOWN OF SANDYFIELD
DB 801 PG 808
PB 71 PG 56
RUBIE HATCHER MUNN
DB 1049 PG 167
PB 71 PG 94
DB 1049 PG 167
PB 71 PG 94
JUANITA ANDREWS
VONNIE LEE ANDREWS
NO DEED FOUND
PB 71 PG 94
JOHNNY SHAW
DB 316 PG 894DB 316 PG 894
COREY C SHAWDB 894 PG 149DB 894 PG 149
COREY C SHAWDB 894 PG 172
JOHNNY SHAW
DB 316 PG 894
COREY C SHAW
DB 894 PG 149
COREY C SHAWDB 894 PG 149
DB 648 PG 512
GWENDOLYN HALL BROWN
WARRIETTE WILLIAMS-HARDY
EDNA DIXON
DB 648 PG 512
GENOBLE H KING
DONNELL KING
DB 920 PG 253
GENOBLE H. KING
DONNELL KING
DB 412 PG 125
PB 412 PG 129
DB 412 PG 125
PB 412 PG 129
F & J PROPERTIES
DB 534 PG 98
PB 62 PG 89
DB 534 PG 98
PB 62 PG 89
SYLVIA C. REVIS
DB 1006 PG 308
PB 62 PG 89
PATRICIA FLOWERS
DB 0 PG 516
PB 69 PG 48
JOHN B. WEBB
LILLIAN L. WEBB
DB 922 PG 790
KARIM CASONDB 707 PG 748
PB 69 PG 48
ARLENE FLOWERS MURRAY
DB 320 PG 798
PB 69 PG 48
JOHN B. WEBB
LILLIAN L. WEBB
DB 922 PG 790
JOHN B. WEBB
LILLIAN L. WEBB
DB 922 PG 790
ARLENE F. MURRAY
DB 358 PG 237
PB 69 PG 48
TANEKA F. JONES
DB 819 PG 759
PB 69 PG 48
MARIE FLOWERS
KENNETH P. FLOWERS
DB 218 PG 564
PB 69 PG 48
JERRY DONALD EASON
DB 487 PG 764
PB 391 PG 276
JERRY DONALD EASON
DB 487 PG 764
WAYMAN METH. EPISCOPAL CHURCH SOUTH
DB 104 PG 33
JIMMIE R. HEATH
DB 1022 PG 16
DB 487 PG 764
JERRY DONALD EASON
BETTY ANN MYERS COOK
DOUGLAS M. COOK
DB 848 PG 553
PB 45 PG 82
PAMELA SUE CARROLL CAINES
DB 933 PG 767
PB 45 PG 82
BETTY ANN MYERS
DOUGLAS M. COOK
DB 848 PG 553
PB 13 PG 102
PAUL JEFFREY MARTIN
DB 1159 PG 309 MARY HELEN LONG
CHARLES ALAN LONG
DB 817 PG 946
MISTY DEVON LONG
DB 460 PG 74 MARY HELEN LONG
CHARLES ALAN LONG
DB 832 PG 87
PB 13 PG 102
DB 682 PG 482
DIANE CARROLL BARBER
CHRISTOPHER HARRELSON
DB 450 PG 733
ROLAND D. BURNEY
DB 407 PG 42
DONNA MARTIN
DB 462 PG 450
DONNA GRAHAM HAMMONDDB 934 PG 955
PB 502 PG 651
PB 79 PG 66
TERESA SELLERS MURPHY
DB 838 PG 241
SUSAN HEATH HOY
DB 491 PG 93
BELVIN AUSTIN HEATH
DB 491 PG 96
MARGARET B. HEATH
DB 321 PG 320
PB 313 PG 540
TERESA M. HEATH
RICKY R. HEATH
DB 356 PG 774
PB 313 PG 540
ROSS M. SUTTON
DB 399 PG 356
PB 399 PG 358
VANESSA G. SALTER
JAMES H. SALTER
DB 710 PG 350
VANESSA G. SALTER
JAMES H. SALTER
DB 710 PG 352
VANESSA G. SALTER
JAMES H. SALTER
DB 605 PG 496CALVIN WAYNE KING JR.
DB 1002 PG 890
DB 102 PG 239
CHURCH OF THE LIVING GOD
DB 896 PG 774
PB 83 PG 3
EDITH S. WADDELL
LARRY J. WADDELL
DB 349 PG 798
PB 399 PG 358
GENOBLE H. KING
DONNELL KING
DB 669 PG 5
DB 70 PG 91
GENOBLE H. KING
DONNELL KING
DB 594 PG 435REBECCA KING
DB 669 PG 3
DB 70 PG 91
WILLIAM EUGENE BROWN
DB 1086 PG 947
PB 96 PG 86
SHERRIL RIDENHOUR
DONALD RIDENHOUR
DB 298 PG 6
DB 265 PG 486
DB 298 PG 8
SHERRILL D. RIDENHOUR
DB 396 PG 463
PB 396 PG 467
JIMMIE R. HEATHDB 1022 PG 16
JIMMIE R. HEATHDB 1022 PG 16
JIMMIE R. HEATHDB 1022 PG 16
JIMMIE R. HEATHDB 1022 PG 16
PB 391 PG 271
PB 37 PG 68
DB 1006 PG 304
MARGARET E. CLINKSCALES
ANDREA M. KENDALL
DAVID L. KENDALL
DB 981 PG 239
PB 461 PG 340
MARIA WESTMORELAND
WILLIAM WESTMORELAND
DB 822 PG 899
PB 37 PG 68
JIMMIE R. HEATHDB 1022 PG 16
SHERRILL D. RIDENHOUR
DB 396 PG 463
PB 396 PG 467
CONSTANCE HALL
DB 1146 PG 709
PB 416 PG 971
ELLA MAE BROWN
SHERWOOD E. BROWN
DB 459 PG 907
PARKS TRUCKING CO. INC.
PB 66 PG 63
DB 1134 PG 971
DB 0 PG 123
CONSTANCE W. WILLIAMS
DWAYNE WILLIAMS
DB 1125 PG 456
JOHN C. STOCKS
PB 37 PG 68
WALLACE W. EVERETT
MELODY D. WAGNER
DB 912 PG 18DB 912 PG 18
JAMES DALE GARVER JR
JAMES DALE GARVER SR
JAMES DALE GARVER JR
JAMES DALE GARVER SR
DB 979 PG 596DB 979 PG 596DB 979 PG 596DB 979 PG 596JOHN V BROWN JRDB 789 PG 137
BERTIE B BIBBS
DB 259 PG 464GENE MILLER
NAOMI MILLER
DB 426 PG 938JESSIE BELL BROWN
DB 354 PG 724PB 11 PG 30
DB 354 PG 724PB 11 PG 30
GENE MILLER
NAOMI MILLER
DB 426 PG 938
NO OWNER INFO FOUND
SEE PB 11 PG 30
SHERMAN BLANKSDB 281 PG 46DB 281 PG 46
ZEKE BROWN
NO DEED FOUND
DONNELL KING
DB 732 PG 795
ANNETTE D WILLIAMS
DB 437 PG 871
OPHELIA MUNN
DB 496 PG 715
FOUR COUNTY ELECTRIC MEMBERSHIP
DB 261 PG 494
PB 13 PG 101
DR.
FLO
WERS
MARIE FLOWERS
KENNETH P. FLOWERS
DB 218 PG 564
PB 69 PG 48
F AND J PROPERTIESDB 534 PG 98
PB 63 PG 40
DOUGLAS MARION MALPASSDB 658 PG 11
F AND J PROPERTIESDB 534 PG 98
PB 63 PG 40
F AND J PROPERTIES
PB 63 PG 40
DB 534 PG 98
F AND J PROPERTIESDB 534 PG 98
PB 63 PG 40
LATICHA GARRISON
DB 954 PG 416
PB 63 PG 40
JAMES D. DAVIS
DB 483 PG 53
PB 83 PG 13
HARRIETT B. HICKMAN
JERRY W. HICKMAN
DB 888 PG 642
PB 82 PG 45
CONNIE J. GREEN
DB 874 PG 387
PB 38 PG 81
JERRY DONALD EASON
DB 487 PG 764
CL-L- NC 87
12’ 12’12’12’
46’24’ 24’
.035 .035
2’
17’
2’
17’
.08 .025 .025 .025
D2
E1C1
J1 J1
C1E1
D2
.08 .025 .025 .025 .08VAR. 3:1TO 6:1
6:16:1
6:1
3:1
POINT
D1 C1
J1
15"
3:1
VAR. 3:1
TO 6:1
.025.08 .025 .025 .08
6:1
FO
R FIL
LS
HIN
GE P
OIN
T
D1C1
J1
15"6"6"
HIN
GE P
OIN
T
FO
R C
UTS
3:1
18’
3:1
10’ 6’
4:1
3:1
FO
R FIL
LS
30’
HIN
GE P
OIN
T
6" 6"
18’6’10’
GRADE TO THIS LINE
4’
FDPS GRADE
VARIABLE
SLOPE
SEE X-SECTIONS
30’
4’
FDPS
CL
12’
FO
R C
UTS
HIN
GE P
OIN
T
-RAMPS-
16’
FO
R FIL
LS
HIN
GE P
OIN
T
4’
14’
17’ W/GR
6" 6"
CL-RAMPS-
30’ 14’ 16’ 12’ 18’ 6’ 10’
VARIABLE
SLOPE
SEE X-SECTIONS
GRADE TO THIS LINE
6"6"
POINT
GRADE
6:16:1
FO
R C
UTS
HIN
GE P
OIN
T17’ W/GR
FDPS
4’
FDPS
4’
4’
6:1
6:16:1
3:1
CL
12’
24’
12’
-L- NC 87
6"6"
.025 .025
E2
D1
C1
D1
E2C1
T
.08.08
CL
12’
24’
12’
-Y- NC 11
6"6"
.025 .025
C1D1
J2
C1
J2
D1
.08.08
CL -LOOPS-
GRADE
12’
6:1
HIN
GE P
OIN
T
FO
R C
UTS
VARIABLE SLOPE
GROUND
ORIGINAL
17’ W/GR
VARIABLE SLOPE
GRADE TO THIS LINE
4’
FDPS
POINT
6:1
18’10’ 6’
GROUND
ORIGINAL6"
GROUND
ORIGINAL
2’
14’
12’
.025.025.08.02
3:1
3:1
3:1
6" C1
J1
D1
T
R1
15"
6’
18’
CL -LOOPS-
GROUND
ORIGINAL
GROUND
ORIGINAL
GROUND
ORIGINAL
VARIABLE
VARIABLE SLOPE
GRADE TO THIS LINE
10’6’18’12’
12’
14’
17’ W/GR
4’
FDPS
2’
SLOPE
FO
R C
UTS
HIN
GE P
OIN
T
GRADE
POINT
6"
6:1
.08.02 .025 .025
6:13:1
3:1
3:1 6"T
J1
C1 D1
R1
15"
6’
18’
W.W. F
ENCE
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-Y- POT STA. 34+00.00END APPROACH SLAB
-Y- POT STA. 33+75.00END BRIDGE
-Y- POT STA. 31+75.00BEGIN APPROACH SLAB
-Y- POT STA. 32+00.00BEGIN BRIDGE
-L- POT STA. 69+36.37BEGIN APPROACH SLAB
-L- POT STA. 69+61.37BEGIN BRIDGE
-L- POT STA. 71+39.39END BRIDGE
-L- POT STA. 71+64.40END APPROACH SLAB
-Y- PO
C
STA. 5
0+
43.0
0EN
D
BRID
GE
-Y- PO
C
STA. 4
9+
25.0
0BEGIN
BRID
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-Y- PO
C
STA. 4
9+
00.0
0BEGIN
APPR
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CH
SLA
B
-Y- PO
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0+
68.0
0EN
D
APPR
OA
CH
SLA
B
-L- POT STA. 69+35.87BEGIN APPROACH SLAB
-L- POT STA. 69+61.37BEGIN BRIDGE
-L- POT STA. 71+38.63END BRIDGE
-L- POT STA. 71+63.64END APPROACH SLAB
WO
VEN
WIRE
FEN
CE
6’
8’
24’
24’
24’
24’
8’
8’
24’
24’
6’
24’
8’
8’
6’
36
24’
24’
41’
36’
4’
4’
4’
4’
(NTS)
(NTS)(NTS)
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