P L P L P L P LPL MATCH LINE P LP L PL P L P LP LP ... - NCDOT · d d d d d d d d d d d d d d d d d...
Transcript of P L P L P L P LPL MATCH LINE P LP L PL P L P LP LP ... - NCDOT · d d d d d d d d d d d d d d d d d...
D D D DD D D D DDD D D D D D D D D
F D F D D
D D D D
F D F
CL
GRADE
POINT
GRADE
POINT
2004
2025
ADT
14,900
44
8
100-
100
14,300
TRAFFIC DIAGRAM
NE
WT
ON
CO
LE
RD
.
464
80
0
9680
70
0
2004
2025
ADT
14,300
10
0-100
116
200
14,200
13
2
TRAFFIC DIAGRAM
300
9580 9680 US 221
US 221
SR
2308
NO
RT
H W
OO
DL
EA
F R
D.
2004
2025
ADT
14,300
3325
00
332
500
14,300
66
4
TRAFFIC DIAGRAM
1000
9680 9680
US 221
SR
2152
MO
RN
ING
ST
AR
LK
. R
D.
SR
11
38
2004
2025
ADT
15,600
11620
0
216
300
15,500
33
2
TRAFFIC DIAGRAM
500
US 221
SR
2236
2004
2025
ADT
15,500
21630
0
564
900
14,900
780
TRAFFIC DIAGRAM
1200
US 221
SR
22
89
RO
BB
IN
S D
R.
BR
OO
KM
ON
T A
VE
.
2004
2025
ADT
16,300
66
4216
300
15,600
TRAFFIC DIAGRAM
88
0
1300
10
00
US 221
SR
11
39
TO
M’S
LA
KE
RD
.
11,008
2004
2025
ADT
17,200
20
0200
700
700
16,300
900
TRAFFIC DIAGRAM
900
US 221
SR
21
64
TA
NN
ER
S G
RV
. R
D.
11,57211,008
10,112
10,112 10,460 10,460 10,560
10,560
2004
2025
ADT
62
92
94
00
132
300
17,200
6424
TRAFFIC DIAGRAM
97
00
5412
US 221
SR
21
69
OA
KL
AN
D R
D.
11,572
8100
2004
2025
ADT
78
0
54
880
0
780
1200
996
1500
34
36
TRAFFIC DIAGRAM
38
84
59
00
5200
5412 5428
12
00
US 221
BE
TH
AN
Y C
H.
RD
.
SR
2213
SR
11
48
8100 8200
SH
ILO
H R
D.
2004
2025
ADT
33
2116
200
TRAFFIC DIAGRAM
44
8
70
0
5428 5644
500
US 221
BO
NG
RA
NC
H R
D.
SR
1150
8200 8500
CL
GRADE
POINT
2004
2025
ADT
11,200
1128
1244
2000
2256
3600
448
700
94
56
75
32
5644 7336
1800
US 221
US
74
BY
PA
SS
TRAFFIC DIAGRAM
11
,90
01
5,0
00
8500
2004
2025
ADT
11,600
10
0-
21630
0
448
700
100-
100
664
10
0-
7336 7568
100
US 221
TRAFFIC DIAGRAM
SR
21
71
20
01000
11,200
SR
21
71
BU
RC
H H
UT
CH
INS
RD
.
US 221
PROJECT 34400.1.1 (R-2233A)
TO US 74 BYPASS
F. A. PROJECT NHF-221(9)
RUTHERFORD COUNTY
PR
OJE
CT
34400.1
.1 (
R-2
233A
)
TO
US
74 B
YP
AS
S
F. A
. P
RO
JE
CT
NH
F-2
21(9
)
RU
TH
ER
FO
RD
CO
UN
TY
PR
OJE
CT
34400.1
.1 (
R-2
233A
)
TO
US
74 B
YP
AS
S
F. A
. P
RO
JE
CT
NH
F-2
21(9
)
RU
TH
ER
FO
RD
CO
UN
TY
FUNCTIONAL CLASS. = ARTERIAL
DESIGN SPEED = 60 mph
MAX. SUPERELEV. = 0.06
Partial Control of Access is defined as one access point per parcel. For
properties with large road frontage (for example 2,000 feet or more)
an additional access point may be considered. For properties that have
alternative access (such as via a side road) access to US 221 may be eliminated.DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANSDO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
COMBINED PUBLIC HEARING MAPC
OM
BIN
ED
PU
BL
IC
HE
AR
IN
G M
AP
CO
MB
IN
ED
PU
BL
IC
HE
AR
IN
G M
AP
2004
2025
ADT
14,200
54
8
10
0-100
116
200
100-
100
13,400
132
TRAFFIC DIAGRAM
BR
ID
GE
S F
AR
M R
D.
564
900
30
0
9032 9580
80
0
US 221
SR
2150
SR
2150
2004
2025
ADT
13,300
10
0-100
448
700
12,700
464
TRAFFIC DIAGRAM
800
8584 9016
US 221
SR
22
15
HE
NS
ON
DR
.
23
2216
300
44
8
70
0
9032
40
0
US 221
SR
11
18
13,400
HO
PP
ER
RD
.
ROLL 3 OF 3 ALT 1 & ALT 2
RO
LL
3 O
F 3
A
LT
1 &
AL
T 2
RO
LL
3 O
F 3
A
LT
1 &
AL
T 2
0’ 400’200’100’200’
ENGLISH
-L- -L-
LEGEND
2025
2004
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
ALL EASEMENTS
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINESPL
PROPOSED PARTIAL CONTROL OF ACCESS
PROPOSED CONTROL OF ACCESS
LEGEND
2025
2004
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
TEMPORARY ROADWAY / DETOURS
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
ALL EASEMENTS
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
RAILROAD RIGHT OF WAY
UTILITY EASEMENT
CEMETERIES
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINESPL
PROPOSED PARTIAL CONTROL OF ACCESS
PROPOSED CONTROL OF ACCESS
Minimum 900 FT.
Minimum 900 FT.
1,300 FT. DESIRED
1,300 FT. DESIRED
DIRECTIONAL CROSSOVER AND OFFSET LEFT-TURN DETAIL
IF NEEDED, RIGHT-TURN LANE LENGTHS DETERMINED BY TRAFFIC VOLUMES
NOTE: DO NOT PLACE U-TURN KNUCKLES IN WETLANDS OR RIGHT-OF-WAY SENSITIVE AREAS
FULL CONTROL OF ACCESS
WHERE POSSIBLE
FULL CONTROL OF ACCESS
WHERE POSSIBLE
US 221 FROM THE SOUTH CAROLINA STATE LINE
US
221 F
RO
M T
HE
SO
UT
H C
AR
OL
IN
A S
TA
TE
LIN
E
US
221 F
RO
M T
HE
SO
UT
H C
AR
OL
IN
A S
TA
TE
LIN
E
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JOHN W. MCGUIRE
DARIN WADE CHILDERS JOHN B. HENSLEY
ROBERT N. TAYLOR
DANIELTOWN BAPTIST TRUSTEES
LARRY G. SMITH
CHARLES E. DAVIS
THOMAS J. WILKINS, JR.
ALL AMERICAN HOMES OF NC, LLC
HUSKEY AND ROBBINS, INC.
DONALD STEPHEN WILKINS
JAMES LARRY CROWE
JAMES B. CROWE
JERRY SCOTT HUSKEY
DLCL, LLC
NANCY S. STROUD
MAYSE MANUFACTURING CO.
MAX RAY HAMRICK
GENE P. FITE
FRANK A. LEEJOHN PAUL TOMS
TAMMY TONEY SKIPPER
TONI REDIFER
DORA W. HARRILL
MARVIN KLASSEN
CECIL L. GEER, III
DAMON HUSKEY
EDDIE R. MOORE
THOMAS J. WILKINS, JR.
THOMAS J. WILKINS, JR.
NELL R. SCRUGGS
DORA W. HARRILL
ROBERT
WALTER
MORROWCARL R.
BAYNARD
RONALD FAY
WILKINS, SR.
JOHNNY
L. MAYSE
WIN
TER
S R
EA
L E
STA
TE
AN
D IN
VESTM
EN
T
TR
AD
ING
CO
RP.
PAUL A.
CHAPMAN
CHRISTOPHER
STANLEY HENSON
JERRY W. LEE
JOE J.
WELLS
AZALEE H.
MOSLEY
GRADY
C.
RHODES
MARCUS
S. WHITE
TORRINGTON
COMPANY
EMMA B.
SPARKS
JAMES B.
CROWE
THOMAS J.
WILKINS, JR.
THOMAS R.
WILKINS
WILKINS FURNITURE OUTLET
ROBERT LEWIS
FRAZIER
WORTH
NEWTON
COLE
DAVID
MICHAEL
MOSLEY
G. SUSANNE
PRICE
GRANT
EMIL
HARDIN
MARTHA
TONEY
TERESA A.
TROTTER
MICHAEL
BENNETT
HAMBY
RAYMOND
PAYNE
MICHAEL
W.
JONES
JUDY EAVES
HARDIN
NANCY EAVES
DILLARD
JERRY
MAURICE
EAVES
THOMAS W.
WALKER
R. WAYNE
HARRIS
RUTHERFORD
COUNTY
BOARD OF
EDUCATION
JUDY B.
MCGEE
JAMES
G.
HENSON
DANNIE
GETTYS
DAVID
GREEN
JAMES A.
SKIPPER, SR.
CHARLES E.
HUNTLEY
DAVID
WAYNE
JACKSON
DAVID K.
DANIEL
ANRG
INC.
56
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60
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62
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74
75
CLARA P.
WINTERS
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EDWARD ZYSKOWSKI
ANNETTE H. EAVES
JOSEPH DEAN SCOTT
CHARLES J. GERVASON
RAY PATTERSON TATE
JUDITH A. WELLS
DELORES MATHERLY
LEE ROBBINS, HEIRS
MARVIN KLASSEN
JOHN HOWARD
LEE ROBBINS, HEIRS
JOHN W. MEDFORD
PUBLIC SERVICE CO. OF NC, INC.
SULPHUR SPRINGS CONGREGATIONALHOLINESS CHURCH
TERESA S. HEAD
FAYE EVELYN HOPPER
JERRY L. THOMPSON
CAROLYN OWENBY PRICE
ANGELA FOX BALLARD
MODINE WEBB HAMRICK
ELBERT E. HOLLAND
GEORGE C. HUNTSINGER
PHILIP SHANER
GERALD E. ALLEN
GREGORY NORMAN TREVITZ
JACK C. RHODES
VIRGIL A. BAYNARD
MARK RAYMOND COLE
ANNIE GREENE COLE
BILLY FRANKLIN MELTON
JOSE MEFIA
WELDON P. BLANTON
LARSTON EARL HAMES
KAY PREWITT GIVENS
FRANCES SARAH ROBBINS
THOMAS G. COLLINS, III
PAUL A. CHAPMAN
MARTHA ANN CHAPMAN
TIMOTHY E. BRACKETT
SHILOH DANIELTOWN OAKLANDFIRE DEPARTMENT
SHIRLEY ANN MARTIN
JOHNNY M. BUTLER
ROBERT HAL BRIDGES
EDWARD ARCHIE COLE
SARAH T. WHITAKER
ANGELA COLE BAYNARD
ALAN LYNN MATHIS
TANNERS GROVEUNITED METHODIST CHURCH
WILLIAM B. ANDERSON
EDNA D. HUNTLEY
TOMMY R. LOVELACE
PAUL A. CHAPMAN
JERRY WAYNE LEE
FAYE W. TOWERY
WINTERS REAL ESTATE ANDINVESTMENT TRADING CORP.
SUSAN GRANT
DONALD STEPHEN WILKINS
EDWARD ARCHIE COLE
PEOPLE’S BAPTIST CHURCH
THOMAS R. WILKINS
MARTIN L. TACKETT
SHELBY INVESTMENT COMPANY
BOBBY RAY JOHNSON
TED DUNCAN WHITE, III
MICHAEL EUGENE HENSON
LUCILLE W. ROSS
128
HARMONY ANDERSON
DAMON HUSKEY
JOHNATHAN R. WARD
50
51
52
53
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55
JAMES KENNETH COLE, JR.
THOMAS DWIGHT HAMRICK
FRANCES H. HAMRICK
RUBY ESTELLE FOWLER
SYBIL WALKER
PATRICK BRYAN THOMPSON
LARRY G. SMITH
PATRICK K. SMITH
JAMES R. GREENE
ROBBINS INVESTMENTS, LLC
SADIE R. BRANCH
THOMAS W.
WALKER, TRUSTEE
WINBURN SCOTT
BRIDGES
WINBURN SCOTT
BRIDGES
END PROJECT R-2233A
-ALT1- POT STA. 592+85.00
v
v
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CEMETERY
v
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CEMETERY
EN
D S
EC
TIO
N 4
BE
GIN
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5
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SR 2164
SR 2169 OAKLAND RD.
SR
2213
RA
MB
LE
WO
OD
DR
.
SR
215
2
MO
RN
ING
ST
AR
LK
RD
.
SR
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TO RUTHERFORDTON
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D.
SR
2308 N
OR
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.
SO
UTH
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F R
D.
WYCLIFFE RD.
SR
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ON
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AN
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RD
.
SR 2242 PRINCE ST.
SR
1140 W
AL
KE
R L
N.
BA
XT
ER
WA
Y
SR
1148 SH
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H R
D.
BE
TH
AN
Y C
HU
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H R
D.
125’
R/W
125’
R/W
SR
1138
NE
WT
ON
CO
LE
RD
.
100’
R/W
10
0’
R/W
100’
R/W1
00
’
R/W
10
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100’
R/W
SR
2289
RO
BB
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DR
.
SR
2236
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VE
.
TANNERS GROVE RD.
SR
1139
TO
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LA
KE
RD
.
WIL
KIN
G H
AL
OW
US74
US74
SR
2171 B
UR
CH
HU
TC
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S R
D.
125’
R/W
12
5’
R/W
US
221
US
221
US
221
US
221
US
221
SR 2290
PEACE DR.
SWIT
ZER D
R.
-ALT1-
-ALT1-
-ALT1-
-ALT1 LT2-
-ALT1 RT2--ALT1--ALT1RT3-
-ALT1LT3-
-ALT1 LT4-
-ALT1 RT4-
-Y28-
-Y28-
-RA
MPA
--RA
MPD
-
-Y27W
-
-Y26W
-
-Y26W
-
-Y25W
-
-Y24W
-
-Y23W--Y
22W
-
-Y21W
-
-Y20W
-
-Y19W
-
-Y18W
-
-L1DET2-
US221
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IDG
ES
FA
RM
RD
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SR 1118 H
OPPER R
D.
SR 2
215 H
EN
SO
N D
R.
SR
2150
SR
2150
BR
IDG
ES
FA
RM
RD
.ALMOND DR.
-Y17W
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-Y17W
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-Y15
E-
50
5051
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54
55
12
5’
R/W
125’
R/W
US221
WEST SIDE WIDENING - 46’ MEDIAN
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6:1
30’12’12’12’12’15’
2:1
6’
6:16:1 6:1
2:1
6’
0208
02
08
0208 02 08
4’ PAV’D SHLD.
2’ PAV’D
SHLD.
2’ PAV’D
SHLD.
4’ PAV’D
SHLD.
13’W/GR
13’W/GR
10’10’ 46’
6:1
30’ 12’ 12’ 16’ 12’ 15’
2:1
6:1
0208
02 08
4’ PAV’D SHLD. 4’ PAV’D
SHLD.
13’W/GR
13’W/GR
2:1
12’10’ 10’
MA
TC
H L
INE
SE
E R
OL
L 2
OF
3-A
LT
1- S
TA
. 387+
00
C
A
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A
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A
PI Sta 564+11.58
= 15^ 21’ 32.0" (LT)
D = 5^ 27’ 24.3"
L = 281.47’
T = 141.58’
R = 1,050.00’
PI Sta 566+93.05
= 15^ 21’ 32.0" (RT)
D = 5^ 27’ 24.3"
L = 281.47’
T = 141.58’
R = 1,050.00’
PI Sta 573+42.08
= 15^ 21’ 32.0" (RT)
D = 5^ 27’ 24.3"
L = 281.47’
T = 141.58’
R = 1,050.00’
PI Sta 576+23.55
= 15^ 21’ 32.0" (LT)
D = 5^ 27’ 24.3"
L = 281.47’
T = 141.58’
R = 1,050.00’
-L1DET2- PRC Sta. 565+51.47
-L1DET2- PT Sta. 568+32.93
-L1DET2- PRC Sta. 574+81.97
-L1DET2- PCSta. 572+00.50
-L1DET2- PT Sta. 577+63.44
-L1DET2- PC Sta. 562+70.00
-L1DET2--L1DET2--L1DET2--L1DET2-
DETOUR SLOPE STAKES
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-RAMPD- POT Sta. 14+00.00
-RAMPA- PT Sta. 14+25.34
-RAMPA- POT Sta. 15+00.00
PI Sta 12+55.71
= 33^ 22’ 21.8" (RT)
D = 9^ 32’ 57.5"
L = 349.48’
T = 179.85’
-RAMPA- CURVE DATA
PI Sta 12+08.75
= 83^ 34’ 35.6" (LT)
D = 28^ 38’ 52.4"L = 291.74’T = 178.75’
R = 200.00’
PI Sta 16+35.61
= 71^ 27’ 38.8" (RT)
D = 28^ 38’ 52.4"L = 249.45’
T = 143.88’R = 200.00’
-Y28- PC Sta. 19+06.18
-Y28- PT Sta. 17+41.18
-Y28- PC Sta. 14+91.74
-Y28- PT Sta. 13+21.74
-Y28- POT Sta. 10+00.00
-Y28- PC Sta. 10+30.00
15+
00
20+00
PI Sta 20+49.43
= 71^ 13’ 20.1" (RT)
D = 28^ 38’ 52.4"
L = 248.61’
T = 143.24’
R = 200.00’
PI Sta 25+13.89
= 70^ 17’ 55.0" (LT)
D = 11^ 14’ 04.1"
L = 625.74’
T = 359.09’
R = 510.00’
25+00
-Y28- PT Sta. 27+80.54
-Y28- PRC Sta. 21+54.79
-RAMPA- PC Sta. 10+75.86
-Y18W- POT Sta. 12+60.50
-Y19W- POT Sta. 13+30.10
-Y21W- POT Sta. 12+57.77
-Y22W- POT Sta. 13+58.14
PI Sta 12+75.86
= 40^ 38’ 41.2" (RT)
D = 20^ 50’ 05.4"
L = 195.08’
T = 101.85’
R = 275.00’
-Y24W- PC Sta. 11+74.02
-Y24W- PT Sta. 13+69.10
-Y24W- POT Sta. 14+15.76
PI Sta 14+12.90
= 39^ 03’ 28.6" (LT)
D = 20^ 27’ 46.0"
L = 190.87’
T = 99.31’
R = 280.00’
-Y20W
- PO
T S
ta. 10+00.00
-Y20W
- PC
Sta. 13+
13.59
-Y20W- PT Sta. 15+04.46
PI Sta 12+71.90
= 11^ 47’ 45.2" (LT)
D = 5^ 43’ 46.5"
L = 205.88’
T = 103.30’
R = 1,000.00’
-Y25W- POT Sta. 10+00.00
-Y25W- PC Sta. 11+68.60
-Y25W- PT Sta. 13+74.48
PI Sta 12+72.20
= 35^ 54’ 16.3" (RT)
D = 11^ 14’ 04.1"
L = 319.59’
T = 165.24’
R = 510.00’
PI Sta 17+71.04
= 70^ 21’ 20.2" (LT)
D = 28^ 38’ 52.4"
L = 245.59’
T = 140.97’
R = 200.00’
PI Sta 22+62.84
= 34^ 29’ 36.5" (RT)
D = 20^ 50’ 05.4"
L = 165.56’
T = 85.37’
R = 275.00’
PI Sta 26+98.28
= 16^ 34’ 03.0" (LT)
D = 14^ 08’ 49.6"
L = 117.11’
T = 58.97’
R = 405.00’
-Y26W- POT Sta. 10+00.00
-Y26W- PC Sta. 11+06.96
-Y26W- PT Sta. 14+26.55
-Y26W- PC Sta. 16+30.07
-Y26W- PT Sta. 18+75.66
-Y26W- PC Sta. 21+77.46
-Y26W- PT Sta. 23+43.02
-Y26W- PC Sta. 26+39.31
-Y26W- PT Sta. 27+56.42
-Y26W- POT Sta. 28+18.06
PI Sta 11+65.61
= 5^ 56’ 22.2" (RT)
D = 1^ 54’ 35.5"
L = 310.99’
T = 155.63’
R = 3,000.00’
-Y27W- POT Sta. 10+00.00
-Y27W- PC Sta. 10+09.97
-Y27W- PT Sta. 13+20.96
-Y23W- POT Sta. 9+98.00
-Y27W- CURVE DATA-Y26W- CURVE DATA -Y26W- CURVE DATA -Y26W- CURVE DATA -Y26W- CURVE DATA-Y25W- CURVE DATA-Y24W- CURVE DATA-Y20W- CURVE DATA
PI Sta 20+49.43
= 71^ 13’ 20.1" (RT)
D = 28^ 38’ 52.4"
L = 248.61’
T = 143.24’
R = 200.00’
PI Sta 25+13.89
= 70^ 17’ 55.0" (LT)
D = 11^ 14’ 04.1"
L = 625.74’
T = 359.09’
R = 510.00’
PIs Sta 423+40.89
s = 0^ 59’ 59.7"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 430+16.09
= 12^ 07’ 27.5" (LT)
D = 0^ 59’ 59.7"L = 1,212.52
T = 608.53’R = 5,730.00’
PIs Sta 436+86.74
s = 0^ 59’ 59.7"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 534+03.34
= 1^ 27’ 07.0" (RT)
D = 0^ 09’ 33.0"
L = 912.28’
T = 456.17’
R = 36,000.00’
PI Sta 556+22.99
= 3^ 01’ 01.5" (RT)
D = 0^ 14’ 59.9"L = 1,206.92’
T = 603.60’R = 22,920.00’
-A
LT
1- T
S S
ta. 4
22+
07.5
5
-ALT1- ST Sta. 438+20.07
-ALT1- POT Sta. 592+91.78
-ALT1- PC Sta. 529+47.17
-ALT1- PC Sta. 550+19.39
-ALT1- PT Sta. 538+59.46
-ALT1- PT Sta. 562+26.32
-A
LT
1- S
C S
ta. 4
24+
07.5
5
-ALT1- CS Sta. 436+20.07
-ALT1- SPIRAL DATA -ALT1- CURVE DATA-ALT1- CURVE DATA-ALT1- SPIRAL DATA -ALT1- CURVE DATA
-Y28- CURVE DATA -Y28- CURVE DATA -Y28- CURVE DATA -Y28- CURVE DATA
415+
00
420+
00
425+
00 430+
00
43
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
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00
55
5+
00
560+
00 565+00
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00
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00
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00
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00
-ALT1- POC Sta. 536+30.00 (35’ LT)
-ALT1 LT2- POT Sta. 536+30.00
-ALT1- POC Sta. 536+30.00 (35’ RT)
-ALT1 RT2- POT Sta. 536+30.00
-ALT1- POT Sta. 550+10.00 (12’ LT)
-ALT1 LT2- POT Sta. 550+10.40
-ALT1- POT Sta. 550+10.00 (28’ RT)
-ALT1 RT2- POT Sta. 550+09.80
-ALT1- POT Sta. 564+34.00 (16’ RT)
-ALT1 RT3- POT Sta. 564+34.00
-ALT1- POT Sta. 567+34.00 (11’ RT)
-ALT1 RT3- POT Sta. 567+34.04
-ALT1- POT Sta. 564+34.00
-ALT1 LT3- POT Sta. 564+34.00
-ALT1- POT Sta. 570+94.00 (11’ LT)
-ALT1 LT3- POT Sta. 570+94.09
-ALT1- POT Sta. 586+25.00 (11’ RT)
-ALT1RT4- POT Sta. 586+25.00
-ALT1- POT Sta. 586+25.00 (11’ LT)
-ALT1LT4- POT Sta. 586+25.00
-ALT1- POT Sta. 592+85.00
-ALT1LT4- POT Sta. 592+85.09
-ALT1RT4- POT Sta. 592+85.09
-ALT1- POT Sta. 592+85.00
PI Sta 11+90.26
= 35^ 56’ 06.5" (RT)
D = 17^ 21’ 44.5"
L = 206.97’
T = 107.02’
R = 330.00’
-Y15E- CURVE DATA
D = 20^ 50’ 05.4"
PI Sta 11+10.93
= 36^ 35’ 40.7" (LT)
L = 175.64’
T = 90.93’
R = 275.00’
PI Sta 13+72.87
= 72^ 17’ 05.0" (RT)
D = 38^ 11’ 49.9"
L = 189.24’
T = 109.55’
R = 150.00’
= 4^ 35’ 57.3" (RT)
PI Sta 18+19.58
D = 6^ 51’ 42.4"
L = 67.03’
T = 33.53’
R = 835.00’
-Y17W- CURVE DATA -Y17W- CURVE DATA -Y17W- CURVE DATA
PIs Sta 393+86.43
s = 0^ 59’ 59.7"
Ls = 200.00’
LT = 133.34’
ST = 66.67’
PI Sta 400+82.61
= 12^ 32’ 20.5" (RT)
D = 0^ 59’ 59.7"
L = 1,254.00
T = 629.51’
R = 5,730.00’
PIs Sta 407+73.76
s = 0^ 59’ 59.7"
Ls = 200.00’LT = 133.34’
ST = 66.67’
-ALT1- SPIRAL DATA
-ALT1- CURVE DATA
-ALT1- SPIRAL DATA
-Y15E- PC Sta. 10+83.24
-Y15E- PT Sta. 12+90.21
-Y15E- POT Sta. 13+98.23
-Y17W- POT Sta. 10+00.00
-Y17W- PC Sta. 10+20.00 -Y17W
- PT
Sta
. 1
1+95.6
4
-Y17W
- PC
Sta
. 1
2+63.3
2
-Y17W- PT Sta. 14+52.56
-Y17W- PC Sta. 17+86.05
-Y17W- PT Sta. 18+53.07
-Y17W- POT Sta. 18+69.14
-ALT1- TS Sta. 392+53.09
-ALT1- ST Sta. 409+07.09
-ALT1- SC Sta. 394+53.09 -ALT1- CS Sta. 407+07.09
390+
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400+
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39
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