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W24 W24 W24 W24 W24 W24 W24 W24 W24 W24 W24 W24
WV
WV
WV
WV
WV
WV
WV
WV
WV
WV
WW
W
WV
VV
VV
(2)18"
48"
W x 36"
H
36"W x 24"H
(2)60"W x
24"H
18"
24"24"
E
E
W
W
WV
W
WV
T J
W
T
W
WWV
24"18"18"24"24"
18"
10"
TT
J
WE
ST
ON
CIT
YLIM
IT
Franklin
TA
YL
OR
BR
AN
CH
HO
NE
Y
CR
EE
K
Chambersville
Moore
Wilson
Cemetery
Horn
Park
Municipal
Erwin
WESTON
CITY
LIMIT
WHIT
ES
CREEK
EA
ST
FO
RK
TRIN
ITY
RIV
ER
Mugg
9.2
EAST
FOR
K
TRINIT
Y
RIV
ER
TH
RO
CK
MO
RT
ON
CR
EE
K
Cemetery
Highland
Cemetery
Melissa
COUNTRY
RID
GE
ME
AD
OW
CR
EE
K
SHADY-BROOK
CIT
YLIM
IT
2.3
1.0
0.4
1.3
PA
CIFIC
Fitzhugh
Branch
Pullia
m
Branch
Cle
mons
Creek
Stif
f
Creek
1.2
0.6
GREENWAY
GROVE VIEW
1.0
4.0
Brinlee
Branch
HU
RRIC
AN
E
CREEK
HU
RRIC
AN
E
CR
EE
K
Throck
morton
Creek
SL
AY
TE
R
CREE
K
Cemetery
Alexander
4.0
0.3
2ND
3RD
4TH
5TH
6TH7TH
4.4
KELLY
Pop 904
Pop 557
1.2
6.0
Coffman
2.0
Lair
6.5
4.5
4.3
1.5
Hatler
Cemetery
Stony Point
SISTER
GR
OVE
Wolf
Run
Cr
CHAMBLISS
Mc
KIN
NE
Y
543
543
543
543
455
3356
2933
2933
545
545
455
455
545
455
1827
545
2862
543
455
3356
75
75
75
75
5
121
121
121
5
5
5
5
455
543
0.8
Brinlee
LIM
IT
CITY
CIT
Y
LIM
IT
CITY
LIMIT
CITY
Cemetery
Warden
2.8
Bear Br
Baker
Water
3.8
Cr
Sweet
2.6
SMIT
HEAST
ON
WIL
DW
OO
D
TR
AIL
UNIO
N
CH
UR
RIC
AN
E
CR
EE
K
CO
VE
Y
Mc
KIN
NE
Y
McKINNEY
AS
H
GR
OV
E
Mc
KIN
NE
Y
McKINNEY
RAIL
RO
AD
AN
NA
CIT
Y
LIMIT
ANNACIT
YLIMIT
(U
P)
(U
P)
MELISSA
ANNA
GRAYSON COUNTYCOLLIN COUNTY
WE
ST
ON
CIT
YLIM
IT
Franklin
TA
YL
OR
BR
AN
CH
HO
NE
Y
CR
EE
K
Chambersville
Moore
Wilson
Cemetery
Horn
Park
Municipal
Erwin
WESTON
CITY
LIMIT
WHIT
ES
CREEK
EA
ST
FO
RK
TRIN
ITY
RIV
ER
Mugg
9.2
EAST
FOR
K
TRINIT
Y
RIV
ER
TH
RO
CK
MO
RT
ON
CR
EE
K
Cemetery
Highland
Cemetery
Melissa
COUNTRY
RID
GE
ME
AD
OW
CR
EE
K
SHADY-BROOK
CIT
YLIM
IT
2.3
1.0
0.4
1.3
PA
CIFIC
Fitzhugh
Branch
Pullia
m
Branch
Cle
mons
Creek
Stif
f
Creek
1.2
0.6
GREENWAY
GROVE VIEW
1.0
4.0
Brinlee
Branch
HU
RRIC
AN
E
CREEK
HU
RRIC
AN
E
CR
EE
K
Throck
morton
Creek
SL
AY
TE
R
CREE
K
Cemetery
Alexander
4.0
0.3
2ND
3RD
4TH
5TH
6TH7TH
4.4
KELLY
Pop 904
Pop 557
1.2
6.0
Coffman
2.0
Lair
6.5
4.5
4.3
1.5
Hatler
Cemetery
Stony Point
SISTER
GR
OVE
Wolf
Run
Cr
CHAMBLISS
Mc
KIN
NE
Y
543
543
543
543
455
3356
2933
2933
545
545
455
455
545
455
1827
545
2862
543
455
3356
75
75
75
75
5
121
121
121
121
5
5
5
5
455
543
0.8
Brinlee
LIM
IT
CITY
CIT
Y
LIM
IT
CITY
LIMIT
CITY
Cemetery
Warden
2.8
Bear Br
Baker
Water
3.8
Cr
Sweet
2.6
SMIT
HEAST
ON
WIL
DW
OO
D
TR
AIL
UNIO
N
CH
UR
RIC
AN
E
CR
EE
K
CO
VE
Y
Mc
KIN
NE
Y
McKINNEY
AS
H
GR
OV
E
Mc
KIN
NE
Y
McKINNEY
RAIL
RO
AD
AN
NA
CIT
Y
LIMIT
ANNACIT
YLIMIT
(U
P)
(U
P)
MELISSA
ANNA
GRAYSON COUNTYCOLLIN COUNTY
PR
OP
OS
ED
EXI
STI
NG
PR
OP
OS
ED
EXI
STI
NG
PROPOSED RIGHT-OF-WAY
PARCEL BOUNDARY (APPROX.)
NOTES:
bhernandez1
0:42:44
AM
5/6/2014
P:\2465.07\
CA
DD\
DG
N\
SC
HE
M\2465_
SC
H05.dgn
bhernandez1
0:42:44
AM
5/6/2014
P:\2465.07\
CA
DD\
DG
N\
SC
HE
M\2465_
SC
H05.dgn
CSJ: 0047-04-022
STA 111+41.18
BEGIN PROJECT
CSJ: 0047-04-022
STA 568+90.20
END PROJECT
CSJ: 0047-04-022
STA 111+41.18
BEGIN PROJECT0 1 MILE
R
Texas D
epartm
ent of
Transportatio
n
R
Texas D
epartm
ent of
Transportatio
n
INDEX OF ROLLS
0 1 MILE
75
TEXA
S121
TEXAS
5
FARM
455
ROAD
FARM
455
ROAD
75
TEXA
S121
TEXAS
5
COLLIN COUNTY
DESIGN SCHEMATIC
DISTRICT ENGINEER
WILLIAM L. HALE, P.E.
TBPE REGISTRATION NO. F-006981
CIVIL ASSOCIATES, INC.
PREPARED BY:
TBPE REGISTRATION NO. F-006981
CIVIL ASSOCIATES, INC.
PREPARED BY:
LICENSE NO. 100079
BRAD HERNANDEZ, P.E.
LICENSE NO. 83200
NASER ABUSAAD, P.E., AICP
LICENSE NO. 83200
NASER ABUSAAD, P.E., AICP
LICENSE NO. 100079
BRAD HERNANDEZ, P.E.
BIDDING OR PERMIT PURPOSES.
IT IS NOT INTENDED FOR CONSTRUCTION,
PRELIMINARY REVIEW SUBMITTAL.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
BIDDING OR PERMIT PURPOSES.
IT IS NOT INTENDED FOR CONSTRUCTION,
PRELIMINARY REVIEW SUBMITTAL.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
Dallas, Texas 7
5243
9330 L
BJ Frw
y, Ste. 1150
TBP
E Fir
m R
egistration N
o. 6981
Dallas, Texas 7
5243
9330 L
BJ Frw
y, Ste. 1150
TBP
E Fir
m R
egistration N
o. 6981
SCALE IN FEET
0 100 200 300
DALLAS DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
TEXAS DEPARTMENT OF TRANSPORTATION
SH 5 RECONSTRUCTION PROJECTCSJ: 0047-04-022
DESIGN SCHEMATIC
DISTRICT ENGINEER
WILLIAM L. HALE, P.E.
NET LENGTH OF PROJECT: 8.66 MILES
FUNCTIONAL CLASSIFICATION:
URBAN MINOR ARTERIAL
COLLIN COUNTY
TRAFFIC DATA
PERCENT TRUCKS OF DHV
K FACTOR
TO CR 375FROM FM 455
SH 5
TO FM 455NORTH OF McKINNEY
FROM SH 121SH 5
AND DATED JUNE 15, 2012 (FM 455 TO CR 375)DATED FEBRUARY 26, 2010 (SH 121N TO FM455)APPROVED BY TxDOT TP&P DIVISIONYEAR 2036 PROJECTIONSTRAFFIC VOLUMES BASED ON
65-35
8.8
11.4
DIRECTIONAL DISTRIBUTION (%)
AVERAGE DAILY TRAFFIC - 2016(2036) 11,500(17,000)
65-35
2.8
11.4
4,300(6,500)
TRAFFIC DATA
PERCENT TRUCKS OF DHV
K FACTOR
TO CR 375FROM FM 455
SH 5
TO FM 455NORTH OF McKINNEY
FROM SH 121SH 5
AND DATED JUNE 15, 2012 (FM 455 TO CR 375)DATED FEBRUARY 26, 2010 (SH 121N TO FM455)APPROVED BY TxDOT TP&P DIVISIONYEAR 2036 PROJECTIONSTRAFFIC VOLUMES BASED ON
65-35
8.8
11.4
DIRECTIONAL DISTRIBUTION (%)
AVERAGE DAILY TRAFFIC - 2016(2036) 11,500(17,000)
65-35
2.8
11.4
4,300(6,500)
INDEX OF ROLLS
FO
R
SH
5
RE
CO
NS
TR
UC
TIO
N
DESIG
N
SC
HE
MA
TIC
FO
R
SH
5
RE
CO
NS
TR
UC
TIO
N
DESIG
N
SC
HE
MA
TIC
DALLAS DISTRICT
COLLIN COUNTY
PROJECT LOCATION
DALLAS DISTRICT
COLLIN COUNTY
PROJECT LOCATION
"ACCESS BY PERMIT ONLY"
EXISTING RIGHT-OF-WAY
CITY LIMITS (APPROX.)
W24
PERMANENT WATER EASEMENT
LEGEND
TO: SOUTH OF CR 375
FROM: SH 121N
ROLL 1 - PLAN AND PROFILE - BEGIN PROJECT TO STA 141+00
ROLL 2 - PLAN AND PROFILE - STA 141+00 TO STA 181+00
ROLL 3 - PLAN AND PROFILE - STA 181+00 TO STA 221+00
ROLL 4 - PLAN AND PROFILE - STA 221+00 TO STA 269+00
ROLL 5 - PLAN AND PROFILE - STA 269+00 TO STA 321+00
ROLL 6 - PLAN AND PROFILE - STA 321+00 TO STA 363+00
ROLL 7 - PLAN AND PROFILE - STA 363+00 TO STA 411+00
ROLL 8 - PLAN AND PROFILE - STA 411+00 TO STA 459+00
ROLL 9 - PLAN AND PROFILE - STA 459+00 TO STA 505+00
ROLL 10 - PLAN AND PROFILE - STA 505+00 TO STA 550+00
ROLL 11 - PLAN AND PROFILE - STA 550+00 TO END OF PROJECT
ROLL 1 - PLAN AND PROFILE - BEGIN PROJECT TO STA 141+00
ROLL 2 - PLAN AND PROFILE - STA 141+00 TO STA 181+00
ROLL 3 - PLAN AND PROFILE - STA 181+00 TO STA 221+00
ROLL 4 - PLAN AND PROFILE - STA 221+00 TO STA 269+00
ROLL 5 - PLAN AND PROFILE - STA 269+00 TO STA 321+00
ROLL 6 - PLAN AND PROFILE - STA 321+00 TO STA 363+00
ROLL 7 - PLAN AND PROFILE - STA 363+00 TO STA 411+00
ROLL 8 - PLAN AND PROFILE - STA 411+00 TO STA 459+00
ROLL 9 - PLAN AND PROFILE - STA 459+00 TO STA 505+00
ROLL 10 - PLAN AND PROFILE - STA 505+00 TO STA 550+00
ROLL 11 - PLAN AND PROFILE - STA 550+00 TO END OF PROJECT
CSJ: 0047-04-022
STA 568+90.20
END PROJECT
THE CITY OF MELISSA AND THE CITY OF ANNA.
IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH
FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED
THE CITY OF MELISSA AND THE CITY OF ANNA.
IN THE PS&E DEVELOPMENT PHASE IN COORDINATION WITH
FINAL LOCATION OF MEDIAN OPENINGS WILL BE DETERMINED
SH 5 DESIGN SPEED = 40 MPH
CR 423 DESIGN SPEED = 25 MPH
SH 5 RECONSTRUCTION PROJECTCSJ: 0047-04-022
NET LENGTH OF PROJECT: 8.66 MILES
FUNCTIONAL CLASSIFICATION:
URBAN MINOR ARTERIAL
TO: SOUTH OF CR 375
FROM: SH 121N
SH 5 DESIGN SPEED = 40 MPH
CR 423 DESIGN SPEED = 25 MPH
FOLLOWS EXISTING.
PROPOSED PROFILE GENERALLY1.
CITIES OF ANNA AND MELISSA.
IN COORDINATION WITH THE
DURING DETAILED DESIGN
SHALL BE DETERMINED
FINAL DRIVEWAY LOCATIONS2.
(BY OTHERS)
FUTURE ROADWAY
PERMANENT DRAINAGE EASEMENT
OTHERWISE NOTED.
TO FACE OF CURB, UNLESS
ALL DIMENSIONS ARE 3.
c
ALL RIGHTS RESERVED
2014 BY TEXAS DEPARTMENT OF TRANSPORTATION
R
c
ALL RIGHTS RESERVED
2014 BY TEXAS DEPARTMENT OF TRANSPORTATION
R
DISTRICT REVIEW DISTRICT REVIEW
PROPOSED LANE
EXISTING WATER LINE
STRUCTURE
PROPOSED DRAINAGE
11 DISPLACEMENT
UNLESS OTHERWISE NOTED.
CURB RETURN RADII OF 15 FEET,
ALL PRIVATE DRIVEWAYS HAVE4.
FEBRUARY 4, 2014.
TOPOGRAPHY SHOWN BY TxDOT,
AERIAL PHOTOS AND EXISTING5.
ON FEBRUARY 7, 2012.
FM 455 TO CR 375
ON APRIL 12, 2011 AND
SH 121N TO FM 455
BASED ON TxDOT SURVEY:
RIGHT-OF-WAY SHOWNEXISTING6.
TO VERIFICATION AND CHANGE.
ARE APPROXIMATE AND SUBJECT
PARCEL BOUNDARY LOCATIONS7.
DRAINAGE FLOW
OR RIPRAP
PROPOSED RETAINING WALL
MAY 5, 2014MAY 5, 2014
DA
TE:
MA
Y
20
14
CO
UN
TY:
CO
LLIN
DA
TE:
MA
Y
20
14
CO
UN
TY:
CO
LLIN
CR 3
65
EB/W
B F
RT
G R
DO
UT
ER L
OO
P
EB/W
B F
RT
G R
DO
UT
ER L
OO
P
2200 2400
4700
2100 2500
3100 3700
3100
1500 1600
5600 8000
1000 800
1600
700 400
1000 600
1000
700 600
8300 12100
CR 4
21
PR
OP.
R.
O.
W.
PR
OP.
R.
O.
W.
PR
OP.
R.
O.
W.
PGL
PGLGROUND
EXISTING
GROUND
EXISTING
9' 9'
3'
(2)
SDWK
5'
GROUND
EXISTING
1'1'
[ SH 5
PR
OP.
R.
O.
W.
1'
VARIES (118' MIN. TO 140' MAX.)
3'
1'
[ SH 5
(2)
SDWK
5'
(1)
SDWK
6'
LANE
12'
LANE
14'
(1)
SDWK
6'
LANE
14'
LANE
12'
1.5% 1.5%
1.5% 1.5%
GROUND
EXISTING
MAX 3:1
USUAL 4:1
MAX 3:1
USUAL 4:1
(1)
2%
[ SH 5
37' TO 50'
VARIES
VARIES (60' MIN. TO 200' MAX.)
LANE
12'
LANE
12'
40'
EXISTING TYPICAL SECTION
2%GROUND
EXISTING
MAX 6:1
USUAL 12:1
SHLDR
8'
SHLDR
8'
23' TO 150'
VARIES
MAX 2:1
USUAL 6:1
EXI
ST.
R.
O.
W.
EXI
ST.
R.
O.
W.
MAX 2:1
USUAL 6:1
LANE
14'
LANE
12'
LANE
12'
LANE
14'
1'
1'
3'
TURN LANE
0'-12'
TURN LANE
0'-12'
28' - 52' F-F 28' F-F
[ SH 5
4:1 USUAL
3:1 MAX
4:1
USUAL3:1
MAX
PR
OP.
R.
O.
W.
PR
OP.
R.
O.
W.
VARIES (128' MIN. TO 200' MAX.)
PGL
21'
BOTH DIRECTIONS.
TO BACK OF CURB IN
SIDEWALK ADJACENT
BACK OF CURB IN BOTH DIRECTIONS.
SIDEWALK 3' OFFSET FROM
SDWK
6' LANE
14'
LANE
12'
LANE
12'
LANE
14'21'
SDWK
6'
1'
64' MIN.TO 100' MAX.
VARIES
64' MIN.TO 100' MAX.
VARIES
1'1'
1'
59' MIN. TO 69' MAX.
VARIES
59' MIN. TO 69' MAX.
VARIES
10' MIN.
20' USUAL
6"
2.5%2.5%
2.5%
10' MIN.
20' USUAL
1'
6"
10' MIN.
20' USUAL
10' MIN.
20' USUAL
47' MIN.TO 70' MAX.
VARIES
47' MIN.TO 70' MAX.
VARIES
VARIES (94' MIN. TO 140' MAX.)
2.5% 2.5% 2.5%2.5%
2.5% 2.5%2.5%2.5%
1'
6"
6"
10' MIN.
20' USUAL
6"
10' MIN.
20' USUAL
6"
N.T.S.
BEGIN PROJECT TO END PROJECT
N.T.S.
STA 386+00.00 TO STA 390+00.00
EXISTING GROUND
N.T.S.
STA 390+00.00 TO END PROJECT
STA 390+00 TO STA 417+00
IN BOTH DIRECTIONS.
SIDEWALK ADJACENT TO BACK OF CURB
STA 417+00 TO END PROJECT
IN BOTH DIRECTIONS.
SIDEWALK 3' OFFSET FROM BACK OF CURB
28'F-F 18'F-F 28'F-F
MEDIAN
18'F-F
(2)
(1) (2)
MAX 3:1
USUAL 4:1
MAX 6:1
USUAL 12:1
MAX 3:1
USUAL 4:1
1.5%1.5%
N.T.S.
STA 156+00 TO STA 195+00
42'F-F28' F-F 28' F-F
PR
OP.
R.
O.
W.
PR
OP.
R.
O.
W.
PROPOSED TYPICAL SECTIONS
[ SH 5
4:1 USUAL
3:1 MAX
VARIES (128' MIN. TO 200' MAX.)
PGL
21'
LANE
14'
LANE
12'
LANE
12'
LANE
14'21'
1'
64' MIN.TO 100' MAX.
VARIES
64' MIN.TO 100' MAX.
VARIES
1'1'
1'
2.5% 2.5%2.5%2.5%
6"
10' MIN.
20' USUAL
10' MIN.
20' USUAL42'F-F28' F-F 28' F-F
1.5%
GROUND
EXISTING
6"
3'
SDWK
5'
SDWK
5'
1.5%
3'
N.T.S.
STA 195+00 TO STA 386+00
BEGIN PROJECT TO STA 156+00
GROUND
EXISTING
GROUND
EXISTING
FL 703.06
2-6'
X3'
RC
B
PR
OP.
ST
R
NO. 7
ST
A 293
+76.04
FL 705.40
1-3'
X2'
RC
B
PR
OP.
ST
R
NO. 8
ST
A 302
+40.25
H =705.20W25
H =707.93W25
|
CR 423(
SO
UT
H)
STA = 270+75.00
EL = 700.47'
(-) 0.50% (+) 0.50%
L = 140.00'
K = 140
ex = 0.17'
STA = 288+50.00
EL = 709.32'
(+) 0.50% (-) 0.50%
L = 140.00'
K = 140
ex = -0.17'
(-) 0.50% (+) 0.88%
STA = 291+00.00
EL = 708.07'
L = 140.00'
K = 102
ex = 0.24'
(+) 0.88% (-) 0.57%
STA = 293+75.00
EL = 710.49'
L = 140.00'
K = 97
ex = -0.25'
STA = 310+00.00
EL = 707.43'
(-) 0.50% (+) 0.50%
L = 140.00'
K = 139
ex = 0.18'
STA = 298+00.00
EL = 708.07'
(-) 0.57% (+) 0.84%
L = 140.00'
K = 99
ex = 0.25'
STA = 302+00.00
EL = 711.43'
(+) 0.84% (-) 0.50%
L = 140.00'
K = 105
ex = -0.23'
EL
= 700.82'
VP
C 270
+05.00
EL
= 700.82'
VP
T 271
+45.00
EL
= 708.97'
VP
C 287
+80.00
EL
= 708.97'
VP
T 289
+20.00
EL
= 708.42'
VP
C 290
+30.00
EL
= 708.68'
VP
T 291
+70.00
EL
= 709.87'
VP
C 293
+05.00
EL
= 710.09'
VP
T 294
+45.00
EL
= 708.47'
VP
C 297
+30.00
EL
= 708.66'
VP
T 298
+70.00
EL
= 710.84'
VP
C 301
+30.00
EL
= 711.08'
VP
T 302
+70.00
EL
= 707.78'
VP
C 309
+30.00
EL
= 707.78'
VP
T 310
+70.00
270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00
704.05
704.18
704.09
704.41
704.81
705.17
705.35
705.53
705.83
706.14
707.40
707.73
707.13
707.10
707.24
707.68
707.86
708.06
708.26
708.60
707.63
706.71
707.37
707.69
708.35
708.47
708.32
708.14
708.32
708.49
708.51
708.39
708.64
708.73
708.68
708.76
708.90
709.07
709.49
709.53
709.90
710.11
710.50
710.71
710.87
711.23
711.49
711.85
712.32
712.74
713.32
714.13
714.73
708.44
708.94
709.44
709.95
710.45
710.95
711.46
711.96
712.47
712.97
701.34
700.84
700.67
701.09
701.59
702.09
702.59
703.09
703.58
704.08
704.58
705.08
705.58
706.08
706.58
707.08
707.57
708.07
708.57
709.06
709.05
708.57
708.31
708.95
709.83
710.24
709.77
709.21
708.64
708.32
708.91
709.75
710.59
711.19
710.93
710.43
709.93
709.43
708.93
708.43
707.93
707.60
707.93
ND. •
" IR
F ND. •
" IR
F
11
DRAFT
25' PERM WATER LINE EASEMENT
365
CO
UN
TY
421
CO
UN
TY
423COUNTY
TEXAS
570
R
70
R
70
R
70
R
30
R
30
R
30
R
30
R
30R30
RPROP. R.O.W.75'
LT
+10.88
100'
LT
+51.04
100'
LT
+00.00
75'
LT
+00.00
70'
LT
+97.17
85'
LT
+65.28
75'
LT
+87.21
100'
LT
+12.44
95'
LT
+72.40
85'
LT
+51.13
30'
LT
+02.40
30'
LT
+41.45
30'
RT
+41.45
30'
RT
+02.40
270+00 275+00 280+00 285+00290+00 295+00 300+00 305+00 310+00 315+00 320+00
POT 10+00.00
PC 11+52.75
PT 13
+02.40
10
+00
15+0
0
PO
T 15
+86.87
EL
= 711.19'
VP
T 14
+10.00
EL
= 709.28'
VP
C 13
+10.00
EL
= 705.38'
VP
C 10
+50.00
EL
= 706.88'
VP
T 12
+50.00
AT [ CR 423
PROP. PGL
AT [ CR 423
EXISTING GROUND
[ SH5
MA
TC
H
EXI
STI
NG
EN
D
PR
OFI
LE
EL. 711.12
[
CR 423 (
SO
UT
H)
ST
A 14
+50.00
EL.706.63
[
SH 5
ST
A 308
+41.52
BE
GI
N
PR
OFI
LE
EL. 705.40
[
SH 5
ST
A 308
+41.52, 49'
LT
[
CR 423 (
SO
UT
H)
ST
A 10
+49.00
=
VPI STA = 11+50.00
EL = 702.88'
(-) 2.50% (+)
4.00
%
L = 200.00'
K = 31
ex = 1.62'
VPI STA = 13+60.00
EL = 711.28'
(+)
4.00
%(-) 0.18%
L = 100.00'
K = 24
ex = -0.52'
10+00 15+00
709.65
709.69
709.90
711.17
711.21
710.99
704.53
705.28
708.88
711.19
MA
TC
H
LI
NE
ST
A 269
+00
MA
TC
H
LI
NE
ST
A 321
+00
MA
TC
H
LI
NE
ST
A 269
+00
2016 ADT
2036 ADT
LEGEND
10,000
10,000
RO
LL 5
RO
LL 5
RO
LL
5
OF
11
RO
LL
5
OF
11
CURVE SH5CL7
PI STATION = 285+38.26
NORTHING = 7,168,742.05
EASTING = 2,561,873.66
TANGENT = 125.01
LENGTH = 250.00
RADIUS = 11,500.00
PC STATION = 284+13.26
PT STATION = 286+63.26
CURVE SH5CL8
PI STATION = 290+90.29
NORTHING = 7,169,260.96
EASTING = 2,562,061.99
TANGENT = 125.01
LENGTH = 250.00
RADIUS = 11,500.00
PC STATION = 289+65.28
PT STATION = 292+15.28
CURVE SH5CL7
CURVE SH5CL8
AT [ SH 5
EXISTING GROUND
AT [ SH 5
PROPOSED PGL
PROP. R.O.W.
EXIST. R.O.W.
PROP. R.O.W.
EXIST. R.O.W.
PROP. R.O.W.
EXIST. R.O.W.
CURVE CR423S-1
PI STATION = 12+39.06
NORTHING = 7,170,998.49
EASTING = 2,562,397.81
TANGENT = 86.31
LENGTH = 149.65
RADIUS = 120.00
PC STATION = 11+52.75
PT STATION = 13+02.40
CURVE CR423S-1
680
690
700
710
720
680
690
700
710
720
TXDOT, TP&P DIVISION FEBRUARY 26, 2010
SOURCE:
OUTER LOOP FRTG RD TO CR 365/421
SH 5 TRAFFIC PROJECTIONS
690
700
710
720
690
700
710
720
ST
A 321
+00
MA
TC
H
LI
NE
(PR-CR423S)
PROFILE - CR 423 (SOUTH)
PR
OP
OS
ED
EXI
STI
NG
PR
OP
OS
ED
EXI
STI
NG
DESIGN SPEED = 25 MPH
40 PGE LTD
MARTINETTE H LAWSON TRUSTEE
LAWSON LIVING TRUST
SALES, INC.
BROKERS &
MOBILE HOME
ALL TEXAS
COLLIN COUNTY TOLLROAD AUTHORITY
KENNEDY, J KEVIN & LISA L
HIXON FAMILY PARTNERSHIP LTD
BARBARA
HEATH,
DAVID L
GRAHAM,
& J
ES
SIC
A M
PRIC
E,
RO
BE
RT W
COLLIN COUNTY TOLLROAD AUTHORITY
CHURCH
BAPTIST
CALVARY
DALLAS AREA RAPID TRANSIT
COLLIN COUNTY OUTER LOOP
EST OF JAMES H WYSONG, ET AL
WYSONG MARGARET ANN &
C/O ADDISON WILSON III
TESTAMENTARY TRUST
C/O ADDISON WILSON III
TESTAMENTARY TRUST
CITY OF ANNA
HIXON FAMILY PARNERSHIP LTD
CO
LLIN C
OU
NT
Y O
UT
ER L
OO
P
ET AL
JAMES H WYSONG,
& EST OF
MARGARET ANN
WYSONG,
ALPA AMIT MAKWANA
MAKWANA AMIT MAGANLAL &
COLLIN COUNTY TOLL ROAD AUTHORITY
COLLIN COUNTY TOLL ROAD AUTHORITY
HARLAN PROPERTIES INC
ANNA HIGHWAY 5 LLC
TOMMY
CUNNINGHAM,
NURSERY AND PRESCHOOL
THE KANGAROO POUCH
STATE OF TEXAS
ALLTEXAS RET, LLC
ADABEL
ESCAMILLA,
ESCAMILLA
NELDA
HOPPER,
TOWER
WATER
PC 284
+13.26
PT 286
+63.26
PC 289
+65.28
PT 292
+15.28
N
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