NC SEAL PRINT TURNED Onh NC SEAL PRINT TURNED OFF - NCDOT · PDF filei-40 cs 71+88.82 i-40 st...
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15+00 25+00 55+00 60+00 I-40 SC 56+15.48 I-40 CS 71+88.82 I-40 ST 74+88.82 10 65+00 70+00 I-26 TS 12+55.84 I-26 SC 15+85.84 I-26 CS 28+15.17 I-26 ST 31+45.17 I-26 TS 50+03.95 I-26 SC 53+33.95 50+00 45+00 40+00 35+00 30+00 20+00 10+00 5+00 I-26 CURVE DATA PIs Sta 14+75.90 s = 4%%d 07’ 30.0" F Ls = 330.00’ LT = 220.06’ ST = 110.05’ PI Sta 22+15.68 = 30%%d 44’ 00.0" (LT) D D = 2%%d 30’ 00.0" L = 1,229.33’ T = 629.84’ R = 2,291.83’ PIs Sta 29+25.23 s = 4%%d 07’ 30.0" F Ls = 330.00’ LT = 220.06’ ST = 110.05’ SE=0.06’/’ I-26EXT CS 59+94.44 I-26EXT ST 63+16.44 (BK)= I-26 POT 3+16.44 (AH) +00 60 5+00 I-26EXT CS 59+94.44 I-26EXT ST 63+16.44 (BK)= I-26 POT 3+16.44 (AH) SE=0.06’/’ PIs Sta 61+01.85 PI Sta 56+32.64 = 21%%d 48’ 15.4" (RT) D D = 2%%d 58’ 35.1" L = 732.57’ T = 370.77’ R = 1,925.00’ PIs Sta 51+54.62 s = 4%%d 47’ 31.2" F Ls = 322.00’ LT = 214.75’ ST = 107.40’ I-26EXT CURVE DATA 60+00 55+00 50+00 45+00 45 50 60 55 45 50 55 I-26EXT SC 52+61.87 I-26EXT TS 49+39.87 s = 4%%d 47’ 31.2" F Ls = 322.00’ LT = 214.75’ ST = 107.40’ C C C C C C C F C F C F F F C F C F C F F F F F F C F C F C F C F C F C F F F F F C F F F F F F F F F F F F C F F F C C C C F F F C C C C C C C F F F C C F F F F F F F F F F F F F F F F F F F C C C C C C C C C C C F F F F F C F F F F F F F F F F F F F F F F F F C F F F C C F F F F C C C F F F C F C C C C F F C C F F C F F C F F F F F C C F F F F F C C F F C F F C C C F C C C 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 F F F F F C C C C C C F F F F F F F C C C F F F F C C C C F C C C C C C C C F F 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 F F F C C F F F F F C F F F F F F F F C C C C C C F F F F F F F F F F C F C F C F C F C F C F F F F F F F F F C F F F F F F F F F F 851 826 825 827 828 829 830 831 832 812 814 815 816 811 817 818 819 822 823 820 824 834 835 833 863 860 861 853 852 850 849 836 837 848 847 838 839 846 854 856 857 858 841 843 840 844 845 864 865 866 867 871 870 868 869 872 873 874 875 876 859 879 880 882 881 CORRIDOR STUDY LIMITS CORRIDOR STUDY LIMITS CORRIDOR STUDY LIMITS CORRIDOR STUDY LIMITS CORRIDOR STUDY LIMITS CORRIDOR STUDY LIMITS CORRIDOR STUDY LIMITS CORRIDOR STUDY LIMITS ASHEVILLE CITY LIMITS ALVARADO, ANTONIO KARABANE, GRIGORIY SYDORSKYY, VIKTOR ESTRADA, RENATO 11 12 13 14 11 12 13 14 BALLARD, JOE EARL GUZZO JR, RONALD J MONTGOMERY, JEREMY S TROUTMAN, WAYNE & ELIZABETH 4 5 6 7 KELLEY, JOHN & PATRICIA 4 5 6 7 8 8 ASHEVILLE CITY LIMITS 9 10 BLANKENSHIP, BRIAN DAVID 9 10 BLANKENSHIP, C L & BETTY SMITH-HAGOOD, CHRISTINE CRAWFORD, PAUL AND DIANA BROWN, ALVIN HILLARD JANICE SORRELLS HALSTEAD, JOHN & SANDRA MCCAIN, KENNETH P HA SMOKY MOUNTAIN MACHINING INC, MCCAIN, ROBERT KING, CHARLES BALLARD, JOE EARL BALLARD, FRED DAVID MCCAIN, LOIS IRENE FAULKNER, DAVID & LEA BARRETT, RICK DAVIS, FAYE GUY, STEVE WILLIAM MCCAIN, LOIS IRENE MCCAIN, JERRY R SIMS, DON AND PEGGY GIBSON, CATHERINE MACO MANAGEMENT LLC HAPPY HILL INC LOLLIS, BEATTY ASHEVILLE CITY LIMITS BURKE, CHARLES AND PATRICIA WILLIAMS, MAURICE AND NELDA MORSE, CHAS & EVON EVANS, BARRY E. DOWIS, CHARLES & GAIL GRIBBLE, SONIA MOSSY OAK LLC BRANDON KNOLLS LLC MULL, WILLIAM BRYSON Jr etal BLANKENSHIP GEO & SARAH BOATS ETC J B HARRISON PROPERTIES LLC MURMAX LLC MURMAX LLC ANDERSON, HENRY S I-26 PAINT & BODY INC I-26 PAINT & BODY INC SIGNET REAL ESTATE LLC SOUTHERN CONCRETE MATERIALS INC BEACON PARTNERS #8 LLC AVERITT PROPERTIES INC ASHEVILLE HABITAT FOR HUMANITY INC WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WETLAND WETLAND WETLAND POND ROAD OAKVIEW ROAD OAKVIEW ROAD SAND HILL ROAD RAGSDALE CREEK 36’ 36’ 22’ MEDIAN 36’ 36’ 36’ 36’ 26’ MEDIAN 36’ 48’ 26’ MEDIAN SR 3412 RP D RP CA RP DB LPC RP C POWER LINE EASEMENT 24’ 24’ WBCD 24’ 36’ 36’ 36’ 36’ 26’ MEDIAN 26’ MEDIAN 60’ 48’ 36’ 24’ 24’ 24’ 24’ 24’ INTERSTATE 26 INTERSTATE 26 INTERSTATE 26 INTERSTATE 26 INTERSTATE 26 INTERSTATE 26 INTERSTATE 40 I26RT 36’ 36’ 36’ 36’ 36’ RPB WBCD 36’ 36’ 26’ MEDIAN 24’ RETAINING WALL RETAINING WALL 36’ I-40 WBL I-40 EBL EBCD I-26 NBL I-26 SBL SBCD 1@ 6’ x 9’ RCBC TRENT BRANCH 1@ 6’ x 9’ RCBC 2@ 8’ x 8’ RCBC RETAIN. WALL CONC. BARRIER CONC. BARRIER CONC. BARRIER RPD 24’ RPDB 36’ I-26 NBL I-26 SBL SBDC 36’ 24’ RPC I-26 NBL I-26 SBL SBCD I26RT RETAIN. WALL 48’ 36’ I-26 NBL I-26 SBL CONC. BARRIER CONC. BARRIER POWER LINE EASEMENT McINTOSH ROAD HOMINY CREEK UPPER HOMINY CREEK 36’ 48’ 36’ RETAIN. WALL 36’ 36’ INTERSTATE 26 36’ 36’ INTERSTATE 26 CONC. BARRIER 36’ BUNCOMBE COUNTY BUNCOMBE COUNTY BUNCOMBE COUNTY BUNCOMBE COUNTY F. A. PROJECT MANHF 26-1(53) BUNCOMBE COUNTY WBS 34165.1.2 (I-2513C) ROLL 2 OF 2 S T T A E O F N O R T H C A R O L I N A E P A R T M E N T O F T R A N S P O R T A D T I O N S T T A E O F N O R T H C A R O L I N A E P A R T M E N T O F T R A N S P O R T A D T I O N S T T A E O F N O R T H C A R O L I N A E P A R T M E N T O F T R A N S P O R T A D T I O N S T T A E O F N O R T H C A R O L I N A E P A R T M E N T O F T R A N S P O R T A D T I O N S T T A E O F N O R T H C A R O L I N A E P A R T M E N T O F T R A N S P O R T A D T I O N WBS 34165.1.2 (I-2513C) F. A. PROJECT MANHF 26-1(53) F. A. PROJECT MANHF 26-1(53) WBS 34165.1.2 (I-2513C) WBS 34165.1.2 (I-2513C) F. A. PROJECT MANHF 26-1(53) F. A. PROJECT MANHF26-1(53) WBS 34165.1.2 (I-2513C) LEGEND 0000 0000 C C A EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB 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 UTILITY EASEMENT PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES CITY LIMIT BOUNDARY 0’ 100’ 200’ 50’ 100’ (ENGLISH) = 0.06 with Bridges FUNCTIONAL CLASS. = INTERSTATE DESIGN SPEED = 60 MPH MAX. SUPERELEV. = 0.08 without Bridges MATCHLINE STA I-26 63+00 Match to Roll 1 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS To Spartanburg, SC WLB WETLAND BOUNDARY .04 .02 .02 .04 .02 .02 Conc. Barrier P.S. P.S. 36’ 6:1 6:1 2:1 VAR. SLOPE 6’ 10’ P.S. 6:1 VAR. SLOPE 2:1 30’ 14’ P.S. 12’ .04 . 04 GRADE POINT GRADE POINT 18’ 12’ 12’ 12’ 12’ 12’ 12’ 12’ 12’ 12’ 36’ 14’ { 26’ MEDIAN(I26) I26 TYPICAL SECTION FOR PROPOSED I-26 SECT. C ALT C2 ROLL 2 OF 2 SECT. C ALT C2 ROLL 2 OF 2 SECT. C ALT C2 ROLL 2 OF 2 SECT. C ALT C2 ROLL 2 OF 2 SECT. C Alt. C2 1260 1560 1420 1030 2010 1340 40 90 200 10 900 310 2100 1350 90 10 1200 1070 2300 3200 370 500 210 1210 2800 3240 200 900 1450 770 790 1160 2850 2830 1090 1080 1060 1300 1660 1250 680 1550 530 1490 310 10 2020 4580 I-40 I-40 4020 4600 2760 3040 2320 1 230 I-26 5520 3530 1550 2300 AM PEAK HR VOL. YR 2030 PM PEAK HR VOL. YR 2030 0000 0000 RPC 4790 5100 1300 2940 7 20 1640 2840 5000 5340 4150 I-26/I-240 NC 191 540 310 300 2 60 SR3413 90 40 360 190 RPE 860 740 910 29 0 1030 1770 I-40 3320 1710 330 1000 840 620 RPH 1630 780 1150 1350 RPD 850 780 360 190 540 1800 240 990 680 1550 RPDB RPB RPA WBCD EBCD RPCA SBCD 3240 2800 1130 1380 MATCHLINE "B" (THIS SHEET) 5+00 CORRIDOR PUBLIC HEARING CORRIDOR PUBLIC HEARING CORRIDOR PUBLIC HEARING CORRIDOR PUBLIC HEARING CORRIDOR PUBLIC HEARING CORRIDOR STUDY LIMITS MATCHLINE "B" (THIS SHEET) I-26 CONNECTOR I-40 TO US-19-23-70 NORTH OF ASHEVILLE I-26 CONNECTOR I-40 TO US-19-23-70 NORTH OF ASHEVILLE I-26 CONNECTOR I-40 TO US-19-23-70 NORTH OF ASHEVILLE I-26 CONNECTOR I-40 TO US-19-23-70 NORTH OF ASHEVILLE I-26 CONNECTOR I-40 TO US-19-23-70 NORTH OF ASHEVILLE
Transcript of NC SEAL PRINT TURNED Onh NC SEAL PRINT TURNED OFF - NCDOT · PDF filei-40 cs 71+88.82 i-40 st...
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40 S
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S 94+03.5
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I-40 S
C 97+03.5
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I-40 C
S 103+13.5
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T 106+13.5
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C 120+37.3
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I-26 CURVE DATA
PIs Sta 14+75.90
s = 4%%d 07’ 30.0"F
Ls = 330.00’
LT = 220.06’
ST = 110.05’
PI Sta 22+15.68= 30%%d 44’ 00.0" (LT)D
D = 2%%d 30’ 00.0"
L = 1,229.33’
T = 629.84’
R = 2,291.83’
PIs Sta 29+25.23
s = 4%%d 07’ 30.0"F
Ls = 330.00’
LT = 220.06’
ST = 110.05’
SE=0.06’/’
I-26EXT CS 59+94.44
I-26EXT ST 63+16.44 (BK)=
I-26 POT 3+16.44 (AH)
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I-26EXT CS 59+94.44
I-26EXT ST 63+16.44 (BK)=
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SE=0.06’/’
PIs Sta 61+01.85 PI Sta 56+32.64= 21%%d 48’ 15.4" (RT)D
D = 2%%d 58’ 35.1"
L = 732.57’
T = 370.77’
R = 1,925.00’
PIs Sta 51+54.62
s = 4%%d 47’ 31.2"F
Ls = 322.00’
LT = 214.75’
ST = 107.40’
I-26EXT CURVE DATA
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I-26EXT SC 52+61.87
I-26EXT TS 49+39.87
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Ls = 322.00’
LT = 214.75’
ST = 107.40’
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BL
I-40 E
BL
EB
CD
I-26 N
BL
I-26 S
BL
SBC
D
1@
6’
x 9
’ R
CB
C
TR
EN
T B
RA
NC
H
1@
6’
x 9
’ R
CB
C
UPPE
R
2@ 8’ x 8’ RCBC
5’ S
IDEW
ALK
5’ SID
EWALK
RE
TA
IN. W
AL
L
CONC. BARRIER
CONC. BARRIER
CO
NC
. B
AR
RIE
R
SR
3413
RPD
24’
RPDB36’
I-26 NBLI-26 SBL
SBDC 36’
24’
RPC
I-26 NBL
I-26 SBL
SBCD
I26RT
RETAIN. WALL
48’
36’ I-26 N
BLI-26 S
BL
CONC. BARRIER
CO
NC
. BA
RR
IER
POW
ER LI
NE EA
SEME
NT
McINTOSH ROAD
HOMIN
Y CREEK
UPPER HOMINY CREEK
36’
48’
36’
RETA
IN. W
ALL
36’
36’
E O
AK
VIE
W R
D
INTERSTATE
26
36’
36’
INTERSTATE
26
CONC. BARRIER
36’
.04 .02 .02.04.02.02
Conc. Barrier
{
P.S. P.S.
36’ 36’
12’ 12’
6:16:1
2:1
18’ Des.
15’ Min.
6’ 10’14’
P.S.12’
6:1
2:1
30’ 14’
P.S.12’
12’ 12’ 12’ 12’ 12’ 12’
TYPICAL SECTION FOR PROPOSED I-40 / I-26
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
.04 .02 .02.04.02.02
Conc. Barrier
{
P.S. P.S.
36’ 36’
12’ 12’
6:16:1
2:1
18’ Des.
15’ Min.
6’ 10’14’
P.S.12’
6:1
2:1
30’ 14’
P.S.12’
12’ 12’ 12’ 12’ 12’ 12’
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
P.S.12’
12’ 12’
24’
.02
{
TYPICAL SECTION FOR PROPOSED I-40
P.S.12’
12’12’
24’
.02
{
14’
P.S.12’
14’
P.S.12’
BU
NC
OM
BE
CO
UN
TY B
UN
CO
MB
E C
OU
NT
Y
BU
NC
OM
BE
CO
UN
TYB
UN
CO
MB
E C
OU
NT
Y
F. A. PROJECT MANHF 26-1(53)
BUNCOMBE COUNTY
WBS 34165.1.2 (I-2513C)
ROLL 2 OF 2
ST TAE
OFNO
RTH
CARO
LINA
EPARTM
EN
TO
FTRANSPO
RTA
D
TION
STTAE
OFNO
RTH
CARO
LINA
EPARTM
EN
TO
FTRANSP
ORT
A
D
TION
STTAE
OFNO
RTH
CARO
LINA
EPARTM
EN
TO
FTRANSP
ORT
A
D
TION
ST TAE
OFNO
RTH
CARO
LINA
EPARTM
EN
TO
FTRANSPO
RTA
D
TION
ST
TA
E
OFNORTHCARO
LINA
EPA
RTM
ENTOF TRANSP
ORTA
D
TIO
N
WB
S 3
4165.1
.2 (I
-2513C
)
F. A
. P
RO
JEC
T M
AN
HF
26-1
(53)
F.
A.
PR
OJE
CT
MA
NH
F 2
6-1
(53
)
WB
S 3
41
65
.1.2
(I
-25
13
C)
WB
S 3
4165.1
.2 (I-2
513C
)
F. A
. PR
OJE
CT
MA
NH
F 2
6-1
(53)
F. A
. PR
OJE
CT
MA
NH
F26-1
(53)
WB
S 3
41
65
.1.2
(I-25
13
C)
LEGEND
0000
0000
C
C
A
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
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
UTILITY EASEMENT
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
CITY LIMIT BOUNDARY
0’ 100’ 200’
50’
100’
(ENGLISH)
= 0.06 with Bridges
FUNCTIONAL CLASS. = INTERSTATE
DESIGN SPEED = 60 MPH
MAX. SUPERELEV. = 0.08 without Bridges
MA
TC
HL
INE
ST
A I
-26 6
3+00
Matc
h to R
oll 1
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
To Spartanburg, S
C
WLB WETLAND BOUNDARY
.04 .02 .02.04.02.02
Conc. Barrier
P.S. P.S.
36’
6:16:1
2:1
VAR.SLOPE
6’ 10’
P.S.
6:1
VAR.SLOPE
2:1
30’ 14’
P.S.
12’
.04 .04
GRADE
POINT
GRADE
POINT
18’12’ 12’
12’12’
12’ 12’ 12’12’
12’
36’ 14’
{
26’ MEDIAN(I26)
I26
TYPICAL SECTION FOR PROPOSED I-26
NC SEAL PRINT TURNED OFF
SE
CT
. C A
LT
C2 R
OL
L 2
OF
2
SE
CT
. C
AL
T C
2 R
OL
L 2
OF
2
SE
CT
. C
AL
T C
2 R
OL
L 2
OF
2SE
CT
. C A
LT
C2 R
OL
L 2
OF
2
SECT. C Alt. C2
NC SEAL PRINT TURNED Onh
1260
1560
1420
1030
2010
1340
4090
200
10
900
310
2100
1350
9010
1200
1070
2300
3200
370
500210
1210
2800
3240
200
900
1450
770
7901160
28502830
1090
1080
1060
13001660
1250
680
1550
530
1490
310
10
2020
4580
I-40I-40
40204600
2760
3040
2320
1230
I-26
5520
3530
1550
2300
AM PEAK HR VOL. YR 2030
PM PEAK HR VOL. YR 2030
0000
0000
RPC
4790
5100
1300
2940
720
1640
2840
5000
5340
4150
I-26/I-240
NC
191
540310
300
260
SR3413
9040
360190
RPE860
740
910290
10301770
I-40
33201710
3301000
840
620
RPH
1630780
1150
1350
RPD850
780
360190
540
1800
240990
680
1550
RPDB
RPBRPA
WBCD
EBCD
RPCA
SBCD
3240
2800
1130
1380
MA
TC
HL
INE
"B
"(T
HIS
SH
EE
T)
5+00
CO
RR
IDO
R P
UB
LIC
HE
AR
ING C
OR
RID
OR
PU
BL
IC H
EA
RIN
GC
OR
RID
OR
PU
BL
IC H
EA
RIN
G
CO
RR
IDO
R P
UB
LIC
HE
AR
ING
CORRIDOR PUBLIC HEARING
CORRIDOR STUDY LIMITS
MA
TC
HLIN
E "
B"
(TH
IS S
HEET)
I-26 CONNECTOR
I-40 TO US-19-23-70 NORTH OF ASHEVILLE
I-26 C
ON
NE
CT
OR
I-4
0 T
O U
S-1
9-2
3-7
0 N
OR
TH
OF
AS
HE
VIL
LE
I-26
CO
NN
EC
TO
R
I-40 T
O U
S-1
9-2
3-7
0 N
OR
TH
OF
AS
HE
VIL
LE
I-2
6 C
ON
NE
CT
OR
I-4
0 T
O U
S-1
9-2
3-7
0 N
OR
TH
OF
AS
HE
VIL
LE
I-26 C
ON
NE
CT
OR
I-40 T
O U
S-1
9-2
3-7
0 N
OR
TH
OF
AS
HE
VIL
LE
