Embed Size (px)
Citation preview
FRNB-JM-3
DISTRICT
2012
CONTROL SECTION
DESIGN
GRAPHICS
CHECK
CHECK
SHEET OF
PLAN AND PROFILE
SCALE IN FEET
0
LEGEND
EXIST ROW
PROP ROW
CONTROL ACCESS
EXIST EASEMENT
PROP ROADWAY
PROP BRIDGE
PROP EASEMENT
100
XXXX
ARCADIS U.S., INC. FIRM ID #533
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
CURVE NAME
OVERLAY
TRAFFIC DIRECTION
US 75
GUIDE SIGN
CSB
STORM DRAINAGE
STRUCTURES
NOTES:
1. SEE HORIZ ALIGN DATA SHEET
FOR DETAILED ALIGNED DATA.
2. ALL DIMENSIONS SHOULD BE
MEASURED FROM FACE TO FACE
OF CURB UNLESS SHOWN OTHERWISE.
3. E MAX = 6%
6 76
US 75: STA 1085+50.00 TO STA 1097+50.00
NBFR: STA 2008+66.86 TO STA 2020+67.85
SBFR: STA 3004+06.31 TO STA 3016+49.10
3/23/2012
g:\tra\txdot\dal\us75pse068\sheetfiles\3roadw
ay\U
S75_B
L_P
RO
FIL
E_3.d
gn
Texas Department of TransportationR
FED.RD.
DIV.NO.
STATE
JOB
COUNTYDISTRICT
2012C
CONTROL SECTION
SHEET
NO.
HIGHWAY
NO.
DESIGN
GRAPHICS
CHECK
CHECK
6
TEXAS DALLAS
US75
COLLIN
0047 14
(See Title Sheet)
SHEET OF
PLAN AND PROFILE
ARCADIS U.S., INC. FIRM ID #533
PR
OP
PG
L
EX
IS
T N
G @
SB
ML
EX
IST
NG
@ N
BM
L
EX
IS
T N
G @
PG
L
US 75 MAINLANES
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
STATE PROJECT NO.
068
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
LEGEND
PROP PGL
EXIST NG @ PGL
EXIST NG @ NBML
EXIST NG @ SBML
PROP PGL
(BY OTHERS)
550
560
570
580
590
600
610
620
630
550
560
570
580
590
600
610
620
630
7 76
US 75 STA 1085+50.00 TO STA 1097+50.00
EXIST 30" X 149’ RCP
PROP PGL
EL = 597.04’
(+)3
.5852 %(+)1.3263 %
L = 600.00’
K = 266
ex = -1.69’
VPC 1087+45.00 EL. = 586.28 ’
VP
T 1
093+
45.0
0 E
L. =
601.0
2 ’
EXIST NG
@ NBMLEXIST NG
@ SBML
EXIST NG
@ PGL
VPI STA = 1090+45.00
576.4
3
57
8.1
9
579.9
5
581.6
8
583.4
1
58
4.9
7
586.5
3
587.9
0
58
9.2
7
59
0.4
6
59
1.6
4
59
2.6
4
593.6
3
592.8
1
592.0
0
59
4.8
7
597.7
5
59
8.3
7
599.0
0
600.5
0
602.0
0
603.5
0
605.0
0
605.2
5
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
579.7
2
581.0
2
582.3
2
583.6
2
584.9
2
PROP CULVERT #1
1 - 36" RCP
DS ] = 591.21
@ | US 75 STA 1093+25
585.9
1
58
6.8
9
588.3
0
589.7
0
590.9
2
59
2.1
4
59
3.1
7
594.2
0
59
5.0
4
595.8
8
59
3.4
4
591.0
0
589.6
2
58
8.2
4
589.4
2
590.6
0
592.4
0
594.2
0
596.6
0
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
584.2
585.7
58
7.0
588.4
589.8
59
0.9
592.3
59
3.6
59
4.6
59
5.6
596.7
597.2
59
7.9
598.3
598.8
599.3
599.7
59
9.9
600.1
60
0.6
60
1.0
601.3
60
1.9
602.1
60
2.6
586.1
587.5
588.8
590.2
591.5
59
2.9
594.4
595.3
596.2
597.2
59
8.0
598.8
59
9.6
600.2
60
0.9
601.4
601.8
602.1
602.4
602.7
60
3.0
603.5
603.7
60
4.0
604.5
58
6.0
587.5
58
8.9
590.3
591.7
593.1
594.5
59
5.6
596.7
59
7.6
598.2
59
9.0
59
9.6
600.3
60
0.9
601.4
601.8
602.1
602.4
602.7
60
3.0
603.4
603.7
604.2
60
4.6
1095+001090+00 1095+001090+00 1095+00
57
9.2
9
581.0
8
582.8
8
58
4.6
7
58
6.4
6
588.2
0
58
9.8
4
59
1.3
9
59
2.8
4
594.2
0
59
5.4
7
59
6.6
4
597.7
2
598.7
0
59
9.5
9
600.3
8
601.0
8
601.7
5
602.4
1
60
3.0
7
60
3.7
4
604.4
0
60
5.0
6
605.7
3
60
6.3
9
3/23/2012
g:\tra\txdot\dal\us75pse068\sheetfiles\3roadw
ay\U
S75_N
BS
B_P
RO
FIL
E_3.d
gn
Texas Department of TransportationR
FED.RD.
DIV.NO.
STATE
JOB
COUNTYDISTRICT
2012C
CONTROL SECTION
SHEET
NO.
HIGHWAY
NO.
DESIGN
GRAPHICS
CHECK
CHECK
6
TEXAS DALLAS
US75
COLLIN
0047 14
(See Title Sheet)
SHEET OF
PLAN AND PROFILE
ARCADIS U.S., INC. FIRM ID #533
SB FRONTAGE RD
NB FRONTAGE RD
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
STATE PROJECT NO.
068
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
LEGEND
PROP PGL
EXIST NG @ PGL
EXIST NG @ NBML
EXIST NG @ SBML
PROP PGL
(BY OTHERS)
580
590
600
610
620
580
590
600
610
620
PR
OP
PG
L
EX
IS
T N
G
8 76
SBFR STA 3005+00.00 TO STA 3017+00.00
NBFR STA 2009+00.00 TO STA 2021+00.00
PR
OP
RT
DIT
CH
PR
OF
IL
E
PROP PGL
(+)2.3814 %
EL = 602.82’
(+)2.3814 %(+)0.8927 %
L = 200.00’
K = 134
ex = -0.37’
EL = 588.53’
L = 400.00’
K = 110
ex = 1.83’
VP
T 2
01
5+
50
.00
EL
. =
60
3.7
1’
VP
C 2
013+
50.0
0 E
L. =
600.4
4’
VP
T 2
01
0+
50
.00
EL
. =
59
3.2
9’
(+)2.3814 %
VPI STA = 2014+50.00
VPI STA = 2008+50.00
EXIST NG
@ PGL
PROP CULVERT #1A
1 - 36" RCP
DS ] = 597.66
@ | NBFR STA 2016+42.20
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
588.2
58
8.9
59
0.6
592.3
593.7
595.2
59
6.9
59
7.9
599.2
600.1
601.1
602.3
603.2
604.2
60
4.6
604.8
605.3
60
5.9
606.2
606.4
60
7.0
607.4
608.2
608.7
609.2
2010+00 2015+00 2020+002010+00 2015+00 2020+00
590.7
5
59
1.3
7
592.2
2
59
3.2
9
594.4
8
59
5.6
7
59
6.8
7
59
8.0
6
599.2
5
60
0.4
4
60
1.5
4
602.4
5
60
3.1
7
603.7
1
60
4.1
6
604.6
0
605.0
5
605.5
0
60
5.9
4
60
6.3
9
60
6.8
4
607.2
8
607.7
3
608.1
8
608.6
2
58
5.1
9
586.3
8
58
7.5
6
58
8.7
4
590.3
3
592.1
3
59
3.4
9
594.6
1
59
5.7
4
59
6.8
6
59
8.0
7
599.3
2
60
0.1
6
600.7
8
600.5
1
59
9.7
6
600.1
5
601.1
5
602.4
1
603.8
0
604.7
2
60
5.3
7
605.9
5
606.5
0
606.9
3
60
7.2
7
580
590
600
610
580
590
600
610
PR
OP
PG
L
EX
IS
T N
G
PR
OP
LT
DIT
CH
PR
OF
IL
E
PROP PGL
EXIST 2 - 6’ X 3’ X 76’
CONC BOX CULV
EL = 585.62’
(+)1.9908 %
L = 550.00’
K = 214
ex = 1.77’
EL = 594.28’
(+)1.9908 %(+)0.9382 %
L = 300.00’
K = 285
ex = -0.39’
EL = 598.31’
(+)0.9382 %(+
)3.3608 %
L = 560.00’
K = 231
ex = 1.70’
VP
T 3
007+
90.0
0 E
L. =
591.0
9 ’
VPT 3011+00.00 EL. = 595.68 ’
VP
C 3
011+
00.0
0 E
L. =
595.6
8 ’
VPI STA = 3005+15.00
(-)0.5780 %
VPI STA = 3009+50.00
VPI STA = 3013+80.00
VP
T 3
01
6+
60
.00
EL
. =
6
07
.7
2 ’
VP
C 3
008+
00.0
0
EL
. =
5
91
.2
9 ’
EXIST NG@ PGL
PROP CULVERT #13
3 - 4’X 4’ MBC
DS ] = 579.00
@ | SH121SBDC STA 5024+04
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
59
7.6
59
9.6
600.7
600.8
60
1.0
600.7
599.4
59
8.0
596.3
59
4.0
59
0.9
585.7
586.4
593.7
59
4.9
589.4
59
3.0
600.3
600.1
595.8
597.1
598.2
599.2
600.1
609.7
3005+00 3010+00 3015+00
587.2
8
58
7.6
6
588.1
5
58
8.7
6
58
9.4
9
590.3
3
59
1.2
9
59
2.2
4
593.1
1
593.8
8
59
4.5
7
59
5.1
7
595.6
8
596.2
1
59
6.8
4
597.5
8
598.4
3
599.3
8
600.4
5
601.6
2
602.9
0
60
4.2
9
605.7
8
60
7.3
9
60
9.0
7
610.7
5
584.8
0
585.0
2
585.2
5
58
5.6
9
58
6.1
7
586.9
2
587.7
1
588.0
3
588.2
8
585.1
2
58
1.1
4
581.9
2
584.7
3
58
6.6
4
587.8
0
58
8.9
6
590.1
2
591.5
0
593.6
2
59
5.5
6
59
6.0
4
596.5
3
597.0
2
597.5
1
597.7
5
598.0
3
PT 13+74.71
15’ GORE
| SH 121 EBDC STA 6004+56.92 =
| NBFR STA 2022+38.88,
38.75’ RT
BEGIN RETAINING WALL SH121NB1
| SH 121 NBDC STA 4022+57.78,
21.00’ LT
9 76
US 75: STA 1097+50.00 TO STA 1109+50.00
NBFR: STA 2020+67.85 TO STA 2032+77.27
SBFR: STA 3016+49.10 TO STA 3029+06.74
3/23/2012
g:\tra\txdot\dal\us75pse068\sheetfiles\3roadw
ay\U
S75_B
L_P
RO
FIL
E_4.d
gn
Texas Department of TransportationR
FED.RD.
DIV.NO.
STATE
JOB
COUNTYDISTRICT
2012C
CONTROL SECTION
SHEET
NO.
HIGHWAY
NO.
DESIGN
GRAPHICS
CHECK
CHECK
6
TEXAS DALLAS
US75
COLLIN
0047 14
(See Title Sheet)
SHEET OF
PLAN AND PROFILE
ARCADIS U.S., INC. FIRM ID #533
PR
OP
PG
L
EX
IS
T N
G @
SB
ML
EX
IST
NG
@ N
BM
L
EX
IS
T N
G @
PG
L
US 75 MAINLANES
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
STATE PROJECT NO.
068
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
LEGEND
PROP PGL
EXIST NG @ PGL
EXIST NG @ NBML
EXIST NG @ SBML
PROP PGL
(BY OTHERS)
570
580
590
600
610
620
630
640
570
580
590
600
610
620
630
640
10 76
US 75 STA 1097+50.00 TO STA 1109+50.00560 560
Elev. = 643.43’
SH 121 SB DC
|
5.8
3’
MIN
VE
RT
CL
EA
RA
NC
E =
16
.75
’
EXIST 3 - 42" X 250’ RCP
PROP PGL
EL = 617.00’
(+)1.3263 % (+)0.7756 %
L = 300.00’
K = 545
ex = -0.21’
VP
C 1
104+
00.0
0 E
L. =
615.0
1 ’
VP
T 1
107+
00.0
0 E
L. =
618.1
6 ’
EXIST NG
@ NBML
EXIST NG
@ SBML
EXIST NG
@ PGL
VPI STA = 1105+50.00
PROP CULVERT #2
1 - 7’ X 3’ SBC
] = 592.26
@ | US 75 STA 1097+64
PROP CULVERT #3
1 - 36" RCP
] = 602.92
@ | US 75 STA 1102+30
PROP CULVERT #4
2 - 4’X 3’ MBC
] = 609.03
@ | US 75 STA 1108+43
605.5
0
60
6.4
4
60
7.3
7
608.3
1
609.2
5
608.8
0
608.3
5
607.1
8
606.0
0
606.2
5
606.5
0
60
7.3
7
608.2
5
609.1
2
610.0
0
61
0.8
7
611.7
5
612.6
2
613.5
0
61
4.3
7
615.2
5
61
6.7
4
618.2
2
619.4
1
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
608.5
2
609.2
8
61
0.0
4
610.8
0
61
1.5
6
612.3
2
613.0
8
61
3.8
4
614.6
0
61
5.3
6
599.0
0
600.0
0
601.0
0
601.5
0
602.0
0
602.5
0
603.0
0
603.7
0
604.4
0
60
5.0
7
605.7
5
60
6.3
7
607.0
0
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
607.6
3
L
60
2.6
603.1
603.4
603.8
604.3
60
5.0
60
5.6
606.2
606.8
607.3
60
7.9
608.4
60
9.0
60
9.6
610.1
61
0.6
611.1
611.7
612.5
613.1
61
3.6
614.1
61
4.6
615.1
615.7
604.5
60
4.9
605.5
605.8
606.5
607.1
607.7
608.3
60
8.9
60
9.6
610.1
61
0.6
611.2
611.8
612.3
61
2.9
613.8
614.5
614.8
61
5.6
61
5.9
616.7
617.1
61
7.6
61
8.0
60
4.6
60
4.9
605.4
60
6.0
60
6.6
607.1
607.7
608.2
60
8.9
60
9.6
610.2
610.8
611.2
61
1.9
61
3.0
61
3.0
61
3.9
614.5
615.1
615.5
616.2
616.8
617.3
617.7
618.3
1100+00 1105+00 1110+001100+00 1105+00 1110+001100+00 1105+00 1110+00
60
6.3
9
607.0
5
607.7
2
608.3
8
60
9.0
4
609.7
1
61
0.3
7
611.0
3
61
1.6
9
61
2.3
6
613.0
2
613.6
8
614.3
5
615.0
1
615.6
5
616.2
5
61
6.7
9
617.3
0
617.7
5
61
8.1
6
618.5
5
61
8.9
4
619.3
3
619.7
1
620.1
0
3/23/2012
g:\tra\txdot\dal\us75pse068\sheetfiles\3roadw
ay\U
S75_N
BS
B_P
RO
FIL
E_4.d
gn
Texas Department of TransportationR
FED.RD.
DIV.NO.
STATE
JOB
COUNTYDISTRICT
2012C
CONTROL SECTION
SHEET
NO.
HIGHWAY
NO.
DESIGN
GRAPHICS
CHECK
CHECK
6
TEXAS DALLAS
US75
COLLIN
0047 14
(See Title Sheet)
SHEET OF
PLAN AND PROFILE
ARCADIS U.S., INC. FIRM ID #533
SB FRONTAGE RD
NB FRONTAGE RD
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
STATE PROJECT NO.
068
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
LEGEND
PROP PGL
EXIST NG @ PGL
EXIST NG @ NBML
EXIST NG @ SBML
PROP PGL
(BY OTHERS)
600
610
620
630
600
610
620
630
EX
IS
T N
G
PR
OP
PG
L
11 76
SBFR STA 3017+00.00 TO STA 3029+00.00
NBFR STA 2021+00.00 TO STA 2035+00.00
PR
OP
RT
DIT
CH
PR
OF
IL
E
PROP PGL
EL = 611.30’
(+)0.8927 % (+)0.7000 %
L = 200.00’
K = 1038
ex = -0.05’
EL = 616.55’
(+)0.7000 % (+)2.5617 %
L = 200.00’
K = 107
ex = 0.47’
VP
T 2
03
2+
50
.00
EL
. =
61
9.1
1’
VP
C 2
030+
50.0
0 E
L. =
615.8
5’
VP
T 2
02
5+
00
.00
EL
. =
61
2.0
0’
VP
C 2
023+
00.0
0 E
L. =
610.4
1’
VPI STA = 2024+00.00
VPI STA = 2031+50.00
EXIST NG
@ PGL
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
609.2
609.7
610.1
610.5
61
1.0
611.7
612.7
613.4
613.3
613.2
613.2
614.8
61
8.0
618.3
615.5
614.3
619.3
62
2.0
62
1.0
621.5
623.2
63
6.0
637.2
63
7.9
633.4
2025+00 2030+002025+00 2030+00
608.6
2
60
9.0
7
609.5
1
60
9.9
6
610.4
1
61
0.8
4
611.2
5
61
1.6
4
612.0
0
612.3
5
612.7
0
613.0
5
613.4
0
613.7
5
614.1
0
614.4
5
614.8
0
615.1
5
615.5
0
615.8
5
616.3
2
617.0
2
617.9
5
619.1
1
62
0.3
9
606.9
3
60
7.2
7
60
7.2
7
60
7.0
7
60
7.0
7
607.1
8
60
7.3
7
607.6
1
60
7.9
4
60
8.3
4
608.8
0
609.3
0
609.8
0
61
0.2
9
61
0.7
9
61
1.2
9
61
1.7
9
612.2
8
612.7
8
613.2
8
613.9
5
614.7
5
61
5.5
6
616.4
0
617.2
2
618.0
3
600
610
620
630
640
600
610
620
630
640
PR
OP
PG
L
EX
IS
T N
G
PR
OP
LT
DIT
CH
PR
OF
IL
E
PROP PGL
EL = 619.66’
(-)2.0552 % (+)0.7676 %
L = 380.00’
K = 135
ex = 1.34’
VP
T 3
02
8+
90
.00
EL
. =
62
1.1
1’
VPI STA = 3027+00.00
EL = 628.39’
(+)3
.3608 %(-)2.0552 %
L = 460.00’
K = 85
ex = -3.11’
VP
C 3
020+
45.0
0 E
L. =
620.6
6 ’
VP
T 3
025+
05.0
0 E
L. =
623.6
6 ’
VPI STA = 3022+75.00
EXIST NG@ PGL
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
609.7
615.2
612.1
609.7
611.7
614.3
61
7.0
620.4
623.2
62
5.0
62
5.6
624.3
626.5
629.3
630.3
62
6.9
622.5
61
7.6
615.8
615.4
61
7.9
618.7
618.8
618.4
61
8.9
3020+00 3025+00
622.8
0
622.0
1
621.4
1
621.0
0
62
0.7
7
620.7
2
62
0.8
7
62
1.1
9
60
9.0
7
610.7
5
612.4
3
614.1
1
61
5.7
9
61
7.4
7
619.1
5
620.8
3
622.3
3
62
3.5
4
62
4.4
6
625.0
8
625.4
0
625.4
3
62
5.1
7
624.6
2
62
3.7
6
597.7
5
598.0
3
599.7
8
601.5
1
60
2.2
4
60
2.9
7
603.7
0
60
4.4
4
60
5.1
7
605.9
0
606.6
2
60
7.3
4
607.7
0
607.9
0
608.1
0
608.3
3
608.7
3
609.6
8
61
0.6
4
61
1.5
9
61
2.5
4
61
3.4
9
614.4
5
615.4
0
616.3
5
617.3
5
PC 3034+49.41
3/23/2012
g:\tra\txdot\dal\us75pse068\sheetfiles\3roadw
ay\U
S75_B
L_P
RO
FIL
E_5.d
gn
Texas Department of TransportationR
FED.RD.
DIV.NO.
STATE
JOB
COUNTYDISTRICT
2012C
CONTROL SECTION
SHEET
NO.
HIGHWAY
NO.
DESIGN
GRAPHICS
CHECK
CHECK
6
TEXAS DALLAS
US75
COLLIN
0047 14
(See Title Sheet)
SHEET OF
PLAN AND PROFILE
ARCADIS U.S., INC. FIRM ID #533
PR
OP
PG
L
EX
IS
T N
G @
SB
ML
EX
IST
NG
@ N
BM
L
EX
IS
T N
G @
PG
L
US 75 MAINLANES
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
STATE PROJECT NO.
068
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
LEGEND
PROP PGL
EXIST NG @ PGL
EXIST NG @ NBML
EXIST NG @ SBML
PROP PGL
(BY OTHERS)
580
590
600
610
620
630
640
650
580
590
600
610
620
630
640
650
13 76
US 75 STA 1109+50.00 TO STA 1121+50.00
570 570
PROP PGL
EL = 621.30’
(+)0.7756 % (+)1.7084 %
L = 230.00’
K = 247
ex = 0.27’
EL = 632.84’
(+)1.7084 % (-)1.7327 %
L = 1,120.00’
K = 325
ex = -4.82’
VP
C 1
109+
90.0
0 E
L. =
620.4
1 ’
VP
T 1
112+
20.0
0 E
L. =
623.2
7 ’
VP
C 1
112+
20.0
0 E
L. =
623.2
7 ’
EXIST NG
@ NBML
EXIST NG
@ PGLEXIST NG
@ SBML
VPI STA = 1111+05.00
VPI STA = 1117+80.00620.6
0
621.3
2
621.4
5
62
1.9
7
622.5
0
622.9
0
623.3
0
623.4
5
623.6
0
623.4
8
622.9
5
623.1
2
623.3
0
62
3.4
7
623.6
5
623.8
2
624.0
0
623.8
3
623.6
5
623.4
8
623.3
0
624.4
0
625.5
0
625.5
0
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
616.1
3
61
6.8
9
617.6
5
618.4
1
61
9.1
7
619.9
3
62
0.6
9
621.4
5
622.2
1
62
2.9
7
623.7
3
624.2
1
62
4.6
9
62
4.8
7
62
5.0
4
62
5.0
7
62
5.0
9
625.1
2
625.1
5
625.1
8
625.2
0
625.2
3
62
5.2
6
62
5.2
9
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
615.7
616.2
616.8
617.4
618.1
618.7
619.4
62
0.0
620.5
621.2
62
1.9
622.2
62
2.6
62
3.0
623.4
623.7
62
3.9
624.1
624.1
624.1
62
3.9
623.7
623.4
62
3.0
62
2.6
61
8.0
618.4
61
9.0
619.8
620.1
620.7
621.5
62
2.0
622.5
623.4
62
3.9
624.1
62
4.6
625.2
625.5
625.7
625.8
625.7
625.8
625.7
62
5.6
625.4
625.1
624.8
624.4
618.3
61
8.9
619.5
620.2
620.7
621.3
62
1.9
622.5
62
3.0
62
3.6
62
4.6
62
4.9
625.4
625.8
626.1
62
6.0
626.1
626.1
626.1
626.1
62
5.9
625.8
625.5
625.1
624.8
1110+00 1115+00 1120+001110+00 1115+00 1120+001110+00 1115+00 1120+00
620.1
0
62
0.4
9
620.9
5
621.5
1
62
2.1
7
62
2.9
4
62
3.7
7
62
4.5
4
625.2
3
625.8
5
62
6.3
9
626.8
5
627.2
3
62
7.5
4
62
7.7
7
627.9
3
628.0
1
628.0
1
627.9
3
627.7
8
627.5
5
627.2
5
62
6.8
7
626.4
1
62
5.8
7
3/23/2012
g:\tra\tx
do
t\d
al\u
s7
5p
se0
68
\S
heetF
iles\3
ro
ad
way
\U
S7
5_
Ram
p_
Pro
file1
.d
gn
Texas Department of TransportationR
FED.RD.
DIV.NO.
STATE
JOB
COUNTYDISTRICT
2012C
CONTROL SECTION
SHEET
NO.
HIGHWAY
NO.
DESIGN
GRAPHICS
CHECK
CHECK
6
TEXAS DALLAS
US75
COLLIN
0047 14
XXX
XXX
XXX
XXX
(See Title Sheet)
SHEET OF
PLAN AND PROFILE
ARCADIS U.S., INC. FIRM ID #533
PR
OP
PG
L
EX
IS
T N
G @
PG
L
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
STATE PROJECT NO.
068
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
LEGEND
PROP PGL
EXIST NG @ PGL
EXIST NG @ NBML
EXIST NG @ SBML
PROP PGL
(BY OTHERS)
620
610
600
630
640640
630
620
610
600
640
630
620
610
600 600
610
620
630
640
RAMP NDAVIS
RAMP DAVISS
14 76
EX
IS
T N
G @
PG
L
PR
OP
PG
L
RAMP NDAVIS STA 17+14.79 TO STA 26+16.54
RAMP DAVISS STA 26+25.00 TO STA 29+95.00
PROP CULVERT #3
1 - 36" RCP
] = 603.55
| NDAVIS STA 18+17.37
PROP CULVERT #4
1 - 7’X 3’ MBC
DS ] = 611.00
| NDAVIS STA 25+66.44
EL = 617.59’
(+)1.1832 %(+)2.4536 %
L = 300.00’
K = 236
ex = 0.48’
VP
C 2
2+
61.6
6 E
L. =
615.8
1 ’
VPT 25+61.66 EL. = 621.27 ’
NDAVIS PGL
BEGIN RAMP NDAVIS PGL
| NDAVIS STA 17+17.00 =
| US 75 STA 1101+29.88,
103.04’ RT
ELEV = 609.37
END RAMP NDAVIS PGL
| NDAVIS STA 26+16.00 =
| NBFR STA 2033+54.36,
39.33’ LT
ELEV = 622.58
PROFILE CONTROLLED
BY PROPOSED US 75
PROFILE CONTROLLED
BY PROPOSED NBFR
EXIST NG
@ PGL
VPI STA = 24+11.66
607.4
608.5
609.8
611.4
61
2.9
614.5
613.7
615.3
61
6.6
617.3
618.1
61
8.9
61
9.9
62
3.9
62
8.0
628.4
628.8
627.3
624.7
20+00 25+00
60
9.7
6
610.3
5
61
0.9
4
611.5
3
612.1
2
612.7
2
613.3
1
613.9
0
61
4.4
9
615.0
8
61
5.6
7
616.3
0
617.0
2
617.8
5
61
8.7
9
619.8
3
620.9
8
622.2
1
DAVISS PGL
PROFILE CONTROLLED BY
PROPOSED SBFR
PROFILE CONTROLLED BY
PROPOSED US 75
BEGIN RAMP DAVISS PGL
| DAVISS STA 26+25.00 =
| US 75 STA 1113+82.42,
95.63’ LT
ELEV = 622.36
END RAMP DAVISS PGL
| DAVISS STA 30+45.00 =
| SBFR STA 3037+42.32,
27.85’ RT
ELEV = 628.02EXIST NG
@ PGL
STA = 27+00.00
EL = 623.21’
(+)1.1266 %(+)2.6520 %
L = 150.00’
K = 98
ex = 0.29’
STA = 29+10.00
EL = 628.78’
(+)2.6520 %(-)0.5632 %
L = 270.00’
K = 84
ex = -1.09’
VP
T 2
7+
75.0
0 E
L. =
625.2
0 ’
VP
C 2
7+
75.0
0 E
L. =
625.2
0 ’
VP
T 3
0+
45.0
0 E
L. =
628.0
2 ’
VP
C 2
6+
25.0
0 E
L. =
622.3
6 ’
623.3
624.7
626.1
627.3
628.8
629.5
629.8
630.1
30+00
622.6
8
623.5
0
62
4.5
7
625.8
2
626.8
5
627.5
8
628.0
2
628.1
5
3/23/2012
g:\tra\txdot\dal\us75pse068\sheetfiles\3roadw
ay\U
S75_N
BS
B_P
RO
FIL
E_5.d
gn
Texas Department of TransportationR
FED.RD.
DIV.NO.
STATE
JOB
COUNTYDISTRICT
2012C
CONTROL SECTION
SHEET
NO.
HIGHWAY
NO.
DESIGN
GRAPHICS
CHECK
CHECK
6
TEXAS DALLAS
US75
COLLIN
0047 14
(See Title Sheet)
SHEET OF
PLAN AND PROFILE
ARCADIS U.S., INC. FIRM ID #533
SB FRONTAGE RD
NB FRONTAGE RD
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
STATE PROJECT NO.
068
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
LEGEND
PROP PGL
EXIST NG @ PGL
EXIST NG @ NBML
EXIST NG @ SBML
PROP PGL
(BY OTHERS)
610
620
630
640
610
620
630
640
PR
OP
PG
L
EX
IS
T N
G
15 76
SBFR STA 3029+00.00 TO STA 3041+00.00
NBFR STA 2033+00.00 TO STA 2045+00.00
PR
OP
RT
DIT
CH
PR
OF
IL
E
PROP PGL
EL = 628.08’
(+)2.5617 %(-)0.5000 %
L = 300.00’
K = 98
ex = -1.15’
VP
T 2
03
7+
50
.00
EL
. =
62
7.3
3’
VPC 2034+50.00 EL. = 624.24’
VPI STA = 2036+00.00
EL = 624.83’
(-)0.5000 % (+)0.5000 %
L = 200.00’
K = 200
ex = 0.25’
VP
C 2
041+
50.0
0 E
L. =
625.3
3 ’
VP
T 2
043+
50.0
0 E
L. =
625.3
3 ’
VPI STA = 2042+50.00
EXIST NG
@ PGL
PROP CULVERT #4
1 - 7’X 3’ MBC
DS ] = 611.00
@ | US 75 STA 1108+43
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
633.4
625.5
625.3
62
6.0
626.7
62
7.6
628.2
628.4
628.5
628.8
62
9.0
629.3
629.4
629.1
625.4
62
3.9
626.4
626.4
627.7
625.7
624.8
628.2
631.5
632.8
63
2.6
2035+00 2040+00 2045+002035+00 2040+00 2045+00
62
0.3
9
62
1.6
7
622.9
5
62
4.2
4
62
5.3
9
62
6.2
9
626.9
3
627.3
2
627.4
5
627.3
3
627.0
8
626.8
3
626.5
8
626.3
3
626.0
8
625.8
3
625.5
8
625.3
3
62
5.1
4
625.0
8
62
5.1
4
625.3
3
625.5
8
625.8
3
626.0
8
618.0
3
61
8.0
9
617.1
2
616.6
2
61
6.9
6
61
7.2
9
617.5
8
61
7.8
7
61
8.1
6
618.4
5
61
8.7
4
619.0
3
619.3
2
619.7
5
622.3
3
610
620
630
640
610
620
630
640
PR
OP
PG
L
EX
IS
T N
G
PR
OP
LT
DIT
CH
PR
OF
IL
E
PROP PGL
EL = 628.10’
(+)0.7676 % (-)2.4665 %
L = 300.00’
K = 93
ex = -1.21’
VP
C 3
036+
50.0
0 E
L. =
626.9
5 ’
VP
C 3
039+
75.0
0 E
L. =
623.7
8 ’
VPI STA = 3038+00.00
VP
T 3
03
9+
50
.00
EL
. =
6
24
.4
0 ’
EXIST NG@ PGL
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
61
8.9
619.8
62
0.9
622.1
622.8
623.1
62
3.9
624.5
62
5.0
625.5
62
5.9
626.3
626.7
627.2
62
7.6
628.1
628.4
628.7
62
8.6
628.4
628.2
62
7.9
627.3
626.2
62
4.9
3030+00 3035+00 3040+00
62
1.1
9
62
1.5
7
62
1.9
6
62
2.3
4
622.7
3
623.1
1
62
3.4
9
623.8
8
62
4.2
6
62
4.6
4
625.0
3
625.4
1
625.8
0
626.1
8
62
6.5
6
626.9
5626.9
5
627.2
0
627.1
8
62
6.8
9
626.3
3
625.5
0
624.4
0
623.2
0
622.2
2
621.5
0
616.3
5
617.3
5
61
8.3
6
618.8
2
619.2
1
61
9.7
7
62
0.3
4
620.9
1
621.4
8
62
1.8
4
622.1
8
622.4
1
622.6
5
622.9
8
623.3
2
623.7
1
62
4.0
4
624.2
1
62
4.1
9
623.8
0
623.2
0
62
2.2
4
62
1.1
4
61
9.8
6
61
8.7
9
61
7.9
4
BL1
| NBFR
| SBFR
| US 75
SGT
SGT
MBGF
MBGF
SGT
MBGF (TR)
SGT
DRIVEWAY #12
MBGF (TR)
DRIVEWAY #11
RIPRAP
RIPRAPMBGF (TR)
CURB (TYP II)
CURB (TYP II)
PROP CULVERT #7
| US 75 STA 1127+80
PC 12+26.33
MBGF
MBGF
126 LF
CSB (TY 1)
127 LF
CSB (TY 1)
16 76
US 75: STA 1121+50.00 TO STA 1133+50.00
NBFR: STA 2045+11.30 TO STA 2057+59.16
SBFR: STA 3040+74.24 TO STA 3052+34.25
3/23/2012
g:\tra\txdot\dal\us75pse068\sheetfiles\3roadw
ay\U
S75_B
L_P
RO
FIL
E_6.d
gn
Texas Department of TransportationR
FED.RD.
DIV.NO.
STATE
JOB
COUNTYDISTRICT
2012C
CONTROL SECTION
SHEET
NO.
HIGHWAY
NO.
DESIGN
GRAPHICS
CHECK
CHECK
6
TEXAS DALLAS
US75
COLLIN
0047 14
(See Title Sheet)
SHEET OF
PLAN AND PROFILE
ARCADIS U.S., INC. FIRM ID #533
PR
OP
PG
L
EX
IS
T N
G @
SB
ML
EX
IST
NG
@ N
BM
L
EX
IS
T N
G @
PG
L
US 75 MAINLANES
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
STATE PROJECT NO.
068
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
LEGEND
PROP PGL
EXIST NG @ PGL
EXIST NG @ NBML
EXIST NG @ SBML
PROP PGL
(BY OTHERS)
580
590
600
610
620
630
640
650
580
590
600
610
620
630
640
650
17 76
US 75 STA 1121+50.00 TO STA 1133+50.00
570 570
DAVIS RD
| Elev. = 641.39’
4.5
’M
IN
VE
RT
CL
EA
RA
NC
E =
16
.75
’
PROP PGL
EL = 614.30’
(-)1.7327 % (+)0.8931 %
L = 480.00’
K = 183
ex = 1.58’
VP
T 1
123+
40.0
0 E
L. =
623.1
3 ’
VP
C 1
126+
10.0
0 E
L. =
618.4
5 ’
VP
T 1
130+
90.0
0 E
L. =
616.4
4 ’EXIST NG
@ NBML
EXIST NG
@ SBML
EXIST NG
@ PGL
VPI STA = 1128+50.00
EXIST 2 - 6’ X 3’ X 158’
CONC BOX CULV
PROP CULVERT #7
2 - 7’X 3’ MBC
] = 604.84
@ | US 75 STA 1127+75
625.5
0
625.0
0
624.5
0
624.0
0
623.5
0
622.5
0
621.5
0
620.7
5
620.0
0
618.0
0
616.0
0
616.5
0
617.0
0
616.1
5
615.3
0
615.4
5
615.6
0
615.7
5
615.9
0
61
6.4
6
617.0
3
617.6
0
61
8.1
7
618.7
2
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
625.3
1
62
5.3
4
62
5.3
7
625.4
0
625.4
2
625.4
5
625.4
8
625.5
1
625.5
3
62
5.5
6
62
5.5
9
625.6
2
62
5.6
4
62
5.6
7
625.7
0
625.7
3
625.7
5
625.7
8
625.8
1
62
5.8
4
62
5.8
6
62
5.8
9
625.9
2
62
5.9
4
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
62
2.6
622.3
62
1.6
62
0.9
620.4
62
0.0
619.4
61
8.9
618.5
618.1
617.8
617.3
616.7
61
6.9
616.8
61
7.0
617.1
617.2
617.3
617.5
617.8
618.1
618.5
61
8.9
619.3
624.4
62
3.9
623.4
62
2.9
622.4
62
1.9
621.4
62
0.9
620.3
619.8
619.4
61
9.0
61
8.6
61
8.6
618.5
61
8.6
618.8
61
9.0
619.3
619.7
62
0.0
62
0.0
620.3
620.5
620.8
624.8
624.4
62
3.9
623.4
622.8
622.3
621.8
621.3
620.8
620.3
619.8
619.5
619.1
61
8.9
619.1
619.2
619.1
619.4
61
9.6
619.7
62
0.0
620.4
620.7
621.1
621.5
1125+00 1130+001125+00 1130+001125+00 1130+00
62
5.8
7
62
5.2
6
62
4.5
7
623.8
0
62
2.9
6
62
2.0
9
621.2
3
62
0.3
6
61
9.4
9
618.6
3
617.8
1
617.1
2
61
6.5
7
616.1
5
61
5.8
7
615.7
3
615.7
3
61
5.8
6
616.1
3
616.5
3
616.9
8
617.4
2
61
7.8
7
618.3
2
61
8.7
6
3/23/2012
g:\tra\txdot\dal\us75pse068\sheetfiles\3roadw
ay\U
S75_N
BS
B_P
RO
FIL
E_6.d
gn
Texas Department of TransportationR
FED.RD.
DIV.NO.
STATE
JOB
COUNTYDISTRICT
2012C
CONTROL SECTION
SHEET
NO.
HIGHWAY
NO.
DESIGN
GRAPHICS
CHECK
CHECK
6
TEXAS DALLAS
US75
COLLIN
0047 14
(See Title Sheet)
SHEET OF
PLAN AND PROFILE
ARCADIS U.S., INC. FIRM ID #533
SB FRONTAGE RD
NB FRONTAGE RD
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
STATE PROJECT NO.
068
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
LEGEND
PROP PGL
EXIST NG @ PGL
EXIST NG @ NBML
EXIST NG @ SBML
PROP PGL
(BY OTHERS)
620
630
640
650
620
630
640
650
PR
OP
PG
L
EX
IS
T N
G
18 76
SBFR STA 3041+00.00 TO STA 3052+50.00
NBFR STA 2045+00.00 TO STA 2057+00.00
PR
OP
RT
DIT
CH
PR
OF
IL
E
PROP PGL
EL = 627.58’
(+)0.5000 % (+)2.7944 %
L = 230.00’
K = 100
ex = 0.66’
VP
C 2
046+
85.0
0 E
L. =
627.0
0 ’
VP
T 2
049+
15.0
0 E
L. =
630.7
9 ’
VPI STA = 2048+00.00
EXIST NG
EL = 643.57’
(+)2.7951 %(-)3.1484 %
L = 500.00’
K = 84
ex = -3.71’
VP
C 2
051+
22.0
0 E
L. =
636.5
8 ’
VP
T 2
056+
22.0
0 E
L. =
635.6
9 ’
VPI STA = 2053+72.00| DAVIS RD
ST
A 2
05
4+
15
.77
EL
. =
6
39
.6
6 ’
EXIST NG
@ PGL
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
63
2.6
632.4
632.3
632.2
632.1
632.3
630.8
627.7
626.4
62
5.9
62
5.6
625.1
625.1
624.5
62
1.0
622.1
62
4.6
62
6.9
639.2
633.2
630.2
630.4
63
0.6
63
0.0
629.3
2045+00 2050+00 2055+002045+00 2050+00 2055+00
626.0
8
626.3
3
626.5
8
626.8
3
62
7.0
9
62
7.5
4
62
8.2
4
62
9.1
9
630.3
8
63
1.7
7
63
3.1
7
2050+00 2055+00
63
3.1
7
63
4.5
7
63
5.9
6
637.3
1
638.4
0
639.1
8
63
9.6
7
63
9.8
6
63
9.7
6
639.3
5
638.6
5
637.6
5
63
6.3
6
634.8
1
63
3.2
4
62
6.8
6
62
5.0
9
623.8
2
623.4
2
62
2.9
6
622.3
3
622.1
3
623.7
8
625.3
1
625.8
5
62
6.3
9
626.9
3
62
7.4
7
62
7.2
7
627.0
3
610
620
630
640
610
620
630
640
PR
OP
PG
L
EX
IS
T N
GP
RO
P L
T D
IT
CH
PR
OF
IL
E
PROP PGLEL = 617.00’
(-)2.4665 % (+)3.1962 %
L = 550.00’
K = 97
ex = 3.89’
EL = 633.94’
(+)3.1962 %
(-)2.3528 %
L = 470.00’
K = 85
ex = -3.26’
VP
T 3
045+
25.0
0 E
L. =
625.7
9 ’
VPC 3045+45.00 EL. = 626.43 ’
VP
T 3
050+
15.0
0 E
L. =
628.4
1 ’
VP
C 3
052+
50.0
0 E
L. =
622.8
8 ’
VPI STA = 3042+50.00
VPI STA = 3047+80.00
| DAVIS RD
ST
A 3
04
7+
19
.65
EL
. =
6
30
.2
1 ’
EXIST NG@ PGL
PROP CULVERT #7
2 - 7’X 3’ MBC
DS ] = 604.82
@ | US 75 STA 1127+80
LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL
62
4.9
624.7
623.1
619.4
618.7
61
7.9
617.2
61
5.9
61
4.6
611.8
60
8.6
616.7
628.1
62
6.0
620.2
62
1.9
623.5
623.8
623.5
623.1
622.8
62
2.0
620.7
617.1
3045+00 3050+00
621.5
0
62
1.0
4
62
0.8
4
62
0.8
9
621.2
0
62
1.7
7
622.6
0
623.6
8
625.0
2
62
6.5
9
628.0
1
629.1
3
62
9.9
6
630.5
0
63
0.7
4
63
0.6
9
63
0.3
4
62
9.6
9
628.7
5
62
7.5
9
626.4
1
625.2
3
62
4.0
6
622.8
8
61
8.7
9
61
7.9
4
61
7.3
4
61
6.9
6
61
6.5
6
61
6.1
4
614.1
1
611.2
3
60
8.3
4
60
5.4
6
604.9
1
60
4.9
9
607.8
0
61
1.0
7
61
4.3
4
617.6
0
61
6.9
7
616.3
5
615.7
3
615.1
0
614.4
8
61
3.9
4
613.6
8
613.3
8
613.0
0
DISTRICT
2012
CONTROL SECTION
DESIGN
GRAPHICS
CHECK
CHECK
SHEET OF
PLAN AND PROFILE
LEGEND
EXIST ROW
PROP ROW
CONTROL ACCESS
EXIST EASEMENT
PROP ROADWAY
PROP BRIDGE
PROP EASEMENT
XXXX
ARCADIS U.S., INC. FIRM ID #533
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
CURVE NAME
OVERLAY
TRAFFIC DIRECTION
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
GUIDE SIGN
CSB
STORM DRAINAGE
STRUCTURES
NOTES:
1. SEE HORIZ ALIGN DATA SHEET
FOR DETAILED ALIGNED DATA.
2. ALL DIMENSIONS SHOULD BE
MEASURED FROM FACE TO FACE
OF CURB UNLESS SHOWN OTHERWISE.
3. E MAX = 6%
610
615
620
625
630
635
640
645
650650
645
640
635
630
625
620
615
610
72 76
SH12175: STA 9+06.17 TO STA 20+88.41
| NBFR
| SH 12175 DC
SH12175-CL-1
12’ GORE
| SH 12175 DC STA 19+80.00, 00’ LT =
| NBFR STA 2042+32.68, 28’ RT
15’ GORE
| SH 12175 DC STA 11+22.08, 18’ LT =
| SH 121 SBDC STA 5050+26.45, 39’ LT
BEGIN SH 12175 DC ALIGN
| SH 12175 DC STA 9+06.14=
| SH 121 SBDC STA 5052+43.84,
14’ LT
END SH 12175 DC ALIGN
| SH 12175 DC STA 22+00.00 =
| NBFR STA 2044+52.64, 26’ RT
PROP CULVERT #5 AT
| SH 12175 DC STA 17+13.62
PROP CULVERT #5
7’X 3’ SBC
DS ] = 620.25
| SH 12175 DC STA 17+13.62
PROP PGL
PROFILE CONTROLLED BY
PROPOSED SH121 SB
END SH12175 DC PGL
| SH 12175 DC STA 19+00.00=
| NBFR STA 2041+53.75,
40.10’ RT
ELEV = 625.14
PROFILE CONTROLLED
BY PROPOSED NBFR
EXIST NG
@ PGL
BEGIN SH12175 DC PROFILE
| SH 12175 DC STA 11+22.08=
| SH 121 SB STA 5050+33.56,
55.54’ LT
ELEV = 635.24
610
620
630
640
610
620
630
640
STA = 13+00.00
EL = 634.45’
L = 200.00’
K = 134
ex = -0.37’
STA = 17+00.00
EL = 626.69’
L = 200.00’
K = 172
ex = 0.29’
610
620
630
640
500
15+00
500
15+00
500
DISTRICT
2012
CONTROL SECTION
DESIGN
GRAPHICS
CHECK
CHECK
SHEET OF
PLAN AND PROFILE
LEGEND
EXIST ROW
PROP ROW
CONTROL ACCESS
EXIST EASEMENT
PROP ROADWAY
PROP BRIDGE
PROP EASEMENT
XXXX
ARCADIS U.S., INC. FIRM ID #533
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
CURVE NAME
OVERLAY
TRAFFIC DIRECTION
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
GUIDE SIGN
CSB
STORM DRAINAGE
STRUCTURES
NOTES:
1. SEE HORIZ ALIGN DATA SHEET
FOR DETAILED ALIGNED DATA.
2. ALL DIMENSIONS SHOULD BE
MEASURED FROM FACE TO FACE
OF CURB UNLESS SHOWN OTHERWISE.
3. E MAX = 6%
600
605
610
615
620
625
630
635
600
605
610
615
620
625
630
635
640 640
73 76
EBDC: STA 6004+56.92 TO STA 6012+03.00
| SH 121 EBDC
SGT
SGT
MBGF
FREB-JM-1
| SH 121 NBDC
| NBFR
15’ GORE & BEGIN CONSTRUCTION
| SH 121 EBDC STA 6004+56.92 =
| NBFR STA 2022+38.88, 38.75’ RT
BEGIN | SH 121 EBDC ALIGN
| STA 6000+00.00 =
| NBFR STA 2017+85.23
DRIVEWAY #3
PROP CULVERT #2
PROP PGL
PROFILE CONTROLLED BY
PROPOSED NBFR
EXIST NG
@ PGL
BEGIN SH121 EB DC PROFILE
| SH 121 EB DC STA 6004+56.92=
| NBFR SB STA 2022+38.88,
38.75’ RT
ELEV = 609.34
L = 420.00’
K = 99
ex = 2.23’
STA = 6007+70.00
EL = 609.46’
DITCH PROFILE
R
6005+00 6010+00
DISTRICT
2012
CONTROL SECTION
DESIGN
GRAPHICS
CHECK
CHECK
SHEET OF
PLAN AND PROFILE
LEGEND
EXIST ROW
PROP ROW
CONTROL ACCESS
EXIST EASEMENT
PROP ROADWAY
PROP BRIDGE
PROP EASEMENT
XXXX
ARCADIS U.S., INC. FIRM ID #533
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
CURVE NAME
OVERLAY
TRAFFIC DIRECTION
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
GUIDE SIGN
CSB
STORM DRAINAGE
STRUCTURES
NOTES:
1. SEE HORIZ ALIGN DATA SHEET
FOR DETAILED ALIGNED DATA.
2. ALL DIMENSIONS SHOULD BE
MEASURED FROM FACE TO FACE
OF CURB UNLESS SHOWN OTHERWISE.
3. E MAX = 6%
610
615
620
625
630
635
640
645
650
635
640
645
650
610
615
620
625
630
74 76
EBDC: STA 6012+03.00 TO STA 6020+72.10
FREB-JM-1
| SH 121 EBDC
| SH 121 NBDC
END SH 121 EB DC PGL
| SH 121 EB DC STA 6017+15.00 =
| SH 121 NB STA 4033+41.03, 43.76’ RT
PROP PGL
PROFILE CONTROLLED BY
PROPOSED SH 121 NB
EXIST NG
@ PGL
END SH121 EB DC PROFILE
| SH 121 EB DC STA 6017+15.00=
| SH 121 NB STA 4033+41.03,
43.76’ RT
ELEV = 639.34
STA = 6015+00.12
EL = 640.72’
L = 420.00’
K = 85
ex = -2.58’
DITCH PROFILE
R
6015+00
580
585
590
595
600
605
610
615
620
625
580
585
590
595
600
605
610
615
620
625
75 76
CONNECTOR A: STA 11+61.27 TO STA 17+60.00
DISTRICT
2012
CONTROL SECTION
DESIGN
GRAPHICS
CHECK
CHECK
SHEET OF
PLAN AND PROFILE
LEGEND
EXIST ROW
PROP ROW
CONTROL ACCESS
EXIST EASEMENT
PROP ROADWAY
PROP BRIDGE
PROP EASEMENT
XXXX
ARCADIS U.S., INC. FIRM ID #533
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
CURVE NAME
OVERLAY
TRAFFIC DIRECTION
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
GUIDE SIGN
CSB
STORM DRAINAGE
STRUCTURES
NOTES:
1. SEE HORIZ ALIGN DATA SHEET
FOR DETAILED ALIGNED DATA.
2. ALL DIMENSIONS SHOULD BE
MEASURED FROM FACE TO FACE
OF CURB UNLESS SHOWN OTHERWISE.
3. E MAX = 6%
EXIST NG
@ PGL
PROP PGL
EL = 601.38’
L = 160.00’
K = 39
ex = 0.82’
EL = 608.75’
L = 120.00’
K = 20
ex = -0.92’
EL = 604.90’
L = 150.00’
K = 39
ex = 0.72’
BEGIN CONNECTOR A PROFILE
| CONNECTOR A STA 11+61.27
EL = 602.28’
(MATCH EXIST)
END CONNECTOR A PROFILE
| CONNECTOR A STA 17+60.00
EL = 606.20’
(MATCH EXIST)
VPI STA = 12+80.00 VPI STA = 16+40.00
VPI STA = 15+00.00
16+00 17+00 18+0015+0014+0013+00
580
585
590
595
600
605
610
615
620
625
580
585
590
595
600
605
610
615
620
625
76 76
CONNECTOR A: STA 10+00.00 TO STA 12+06.82
DISTRICT
2012
CONTROL SECTION
DESIGN
GRAPHICS
CHECK
CHECK
SHEET OF
PLAN AND PROFILE
LEGEND
EXIST ROW
PROP ROW
CONTROL ACCESS
EXIST EASEMENT
PROP ROADWAY
PROP BRIDGE
PROP EASEMENT
XXXX
ARCADIS U.S., INC. FIRM ID #533
PRELIMINARY
This Document is Released
for the Purpose of
Interim Review Under
the Authority of
JAMSHID JAHANGIRI,
P.E. 56390
on 2/22/2012.
It is Not to be Used for
Construction, Bidding, or
Permit Purposes.
CURVE NAME
OVERLAY
TRAFFIC DIRECTION
US 75
HORIZ
VERT
0 100’
SCALE IN FEET
0 5’
50’
10’
SCALE IN FEET
GUIDE SIGN
CSB
STORM DRAINAGE
STRUCTURES
NOTES:
1. SEE HORIZ ALIGN DATA SHEET
FOR DETAILED ALIGNED DATA.
2. ALL DIMENSIONS SHOULD BE
MEASURED FROM FACE TO FACE
OF CURB UNLESS SHOWN OTHERWISE.
3. E MAX = 6%
EL = 615.48’
L = 145.00’
K = 12
ex = -2.12’
BEGIN CONNECTOR B PROFILE
| CONNECTOR B STA 10+12
EL = 608.53’
END CONNECTOR B PROFILE
| CONNECTOR B STA 12+06.82
EL = 610.97
VPI STA = 11+27.73
10+00 11+00 12+00
