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121’
PROPOSED 145’ROW
EXISTING ROW VARIES FROM 90’TO 125’
6" MONO CURB6" MONO CURB6" MONO CURB
6" MONO CURB
CL ROADWAY
31
31
313
12%
2%2%
LT PGL
RT PGL
2’
2%
FUTURE LEFT
TURN LANE
FUTURE
THRU LANE
FUTURE
THRU LANE
SCALE: 1"=10’
TYPICAL SECTION - DUAL LEFT TURN W/RIGHT TURN LANE
CLR.
ZONE
3’
CLR.
ZONE
3’
12’12’12’12’12’7’
CROWN
2’ 12’12’12’ 2’ 2’12’ 12’ 10’
PROPOSED 132’ ROW
EXISTING ROW VARIES FROM 90’TO 125’
TYPICAL SECTION - 1 LEFT TURN W/ RIGHT TURN LANE
6" MONO CURB RT PGL
FUTURE LEFT
TURN LANE
FUTURE
THRU LANE
12’12’6’
CROWN
2’
CLR.
ZONE
3’
1
1
3
3
2%
6" MONO CURB
12’12’
FUTURE
THRU LANE
6" MONO CURB
6" MONO CURB
CL ROADWAY
31
31
2%
LT PGL
2’
2%2%
SCALE: 1"=10’
108’
CLR.
ZONE
3’
12’12’12’ 2’ 2’12’ 12’ 10’
96’
12’
PROPOSED 120’ MINIMUM ROW - 130’MAXIMUM ROW
EXISTING ROW VARIES FROM 90’TO 125’
6" MONO CURB
6" MONO CURB6" MONO CURB
6" MONO CURB
CL ROADWAY
31
31
31
31
2%2%
LT PGL
FUTURE
THRU LANE
RT PGL
2’
2%2%
FUTURE LEFT
TURN LANE
FUTURE
THRU LANE
SCALE: 1"=10’
TYPICAL SECTION - 1 LEFT TURN
CLR.
ZONE
3’
12’12’6’
CLR.
ZONE
3’
CROWN
2’ 12’12’12’ 2’ 2’12’ 12’ 10’
ZONE
CLR.
ZONE
CLR.
3’ 96’ 3’
2’ 12’ 12’ 2’ 10’ 2’ 16’ 2’ 10’ 2’ 12’ 12’ 2’ 12’12’
FUTURE
THRU LANE
FUTURE
THRU LANE
PROPOSED 120’ MINIMUM ROW - 130’MAXIMUM ROW
EXISTING ROW VARIES FROM 90’TO 125’
6" MONO CURB6" MONO CURB
6" MONO CURB6" MONO CURB
CL ROADWAY
31
31
31
31
2%2%
RT PGLLT PGL
2%2%
SCALE: 1"=10’
CROWN
TYPICAL SECTION
2.00%2.00%
SCALE: 1"=10’
TYPICAL SECTION - BRIDGE
L
1.00’
RAIL
5.00’
SDWK
2.00’ 2.00’ 2.00’ 3 - 12.00’ LANES = 36.00’
1.00’
RAIL
PR2 RAIL
PR2 RAIL
T203 RAIL
CONST. JOINT
5’-4"
AS
SU
ME
D
ST
RU
CT
UR
E
DE
PT
H
AASHTO TYPE IV
PRESTRESSED CONCRETE BEAMS
2.00’
5.00’
SDWK
18.75’
PGL
1.00’
RAIL
40.00’ ROADWAY8.00’
MEDIAN
8.00’
MEDIAN
C CUSTER ROAD
1.00’
RAIL
T203 RAILPGL
3 - 12.00’ LANES = 36.00’
40.00’ ROADWAY
110’ OVERALL
by Texas Department of Transportation:
(512) 416-2055; all rights reserved
PROJECT MANAGERSENGINEERS PLANNERS
C 2002
R
Texas Department of Transportation
2033 - 29,100
2003 - 14,900
ADT:
TO: STONEBRIDGE DRIVE
FROM: U.S. 380
PROJECT LENGTH: 3.42 MILES
FEBRUARY 2003
FUNCTIONAL CLASSIFICATION: URBAN COLLECTOR
ROLL OF 3
Design Speed = 45 mph
Vert. Scale 1:10
Horiz. Scale 1:100
CSJ: 2351-01-013
Collin County
F.M. 2478 (CUSTER ROAD)
Design Schematic
Jay R. Nelson, P.E.
TxDOT District Engineer
Texas Department
of Transportation
by Texas Department of Transportation:
(512) 416-2055; all rights reserved
PROJECT MANAGERSENGINEERS PLANNERS
C 2002
R
Texas Department of Transportation
Paul A. Tucker DatePaul A. Tucker Date
2033 - 29,100
2003 - 14,900
ADT:
TO: STONEBRIDGE DRIVE
FROM: U.S. 380
PROJECT LENGTH: 3.42 MILES
FEBRUARY 2003
78
BEGINPROJECT
ENDPROJECT
FR
ISC
O
McKINNEY
VIRGINIA PKWY
720
STONEBRIDGE DR
75
121
380
LOCATION MAPN.T.S.
FUNCTIONAL CLASSIFICATION: URBAN COLLECTOR
ROLL OF 3
Design Speed = 45 mph
Vert. Scale 1:10
Horiz. Scale 1:100
CSJ: 2351-01-013
Collin County
F.M. 2478 (CUSTER ROAD)
Design Schematic
Jay R. Nelson, P.E.
TxDOT District Engineer
Texas Department
of Transportation
78
BEGINPROJECT
ENDPROJECT
FR
ISC
O
McKINNEY
VIRGINIA PKWY
720
STONEBRIDGE DR
75
121
380
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW ONLY.
UNDER THE AUTHORITY OF PAUL A. TUCKER,
P.E. 77234. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT PURPOSES.
THIS DOCUMENT IS RELEASED FOR THE
PURPOSE OF INTERIM REVIEW ONLY.
UNDER THE AUTHORITY OF PAUL A. TUCKER,
P.E. 77234. IT IS NOT TO BE USED FOR
CONSTRUCTION, BIDDING, OR PERMIT PURPOSES.
LOCATION MAP
4:5
9:2
0 P
M12/2
1/2
005
\\U
sdal1
fp01\p
w\M
cK
inney\C
uste
r R
oad\S
chem
ati
c_2003\A
pproved S
chem
\CU
ST
ER
_S
CH
EM
01A
.dgn
=3^8’18.92"
R=5000’
L=273.89’
T=136.98’
LC=N1^20’43"W
273.86’
=3^8’18.92"
R=5000’
L=273.89’
T=136.98’
LC=N1^20’43"W
273.86’
=3^8’18.92"
R=5000’
L=273.89’
T=136.98’
LC=N1^47’36"E
273.86’
=3^8’18.92"
R=5000’
L=273.89’
T=136.98’
LC=N1^47’36"E
273.86’
=1^19’46.34"
R=8618.48’
L=199.99’
T=100.02’
LC=N0^26’39"W
199.98’
=0^46’29.02"
R=16000’
L=216.35’
T=108.17’
LC=N0^45’35"W
216.34’
N00^13’25"E
19.83’
N0^13’26"E 378.18’
PI= 186+83.82
PI= 196+37.24
PI= 199+11.14
PI = 203+13.15
CURVE DATA
PT= 200+48.08
PRC= 197+74.18
CURVE DATAPC= 195+00.28
PI= 184+09.94
CURVE DATA
CURVE DATA
PT= 188+20.78
PRC= 185+46.88
PC= 182+72.99
PC=176+94.81
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENT
PROPOSED DRAINAGE
EASEMENTBinary
CURVE DATA
CURVE DATA
PT= 178+94.82
PT= 167+10.60
PC= 164+94.25
STA. 217+05.61
STA. 192+23.56
STA. 179+20.74
Binary
PI = 165+94.25= 01^14’00" LT
PT = 205+58.46
CURVE DATA
=2^27’10"
R=11459.16’
L=490.55’
T=245.31’
LC=N01^00’10"W
490.52’
PC= 200+67.90
PI = 177+94.81
PI = 165+94.25
CITY OF MCKINNEY 15’ SANITARY SEWER EASEMENT
CITY OF MCKINNEY 15’ SANITARY SEWER EASEMENT
CITY OF MCKINNEY 15’ SANITARY SEWER EASEMENT
CITY OF MCKINNEY 15’ SANITARY SEWER EASEMENT
CITY OF MCKINNEY 10’ SANITARY SEWER EASEMENT
STONEBRIDGE - FOUNTAINVIEW
NEW CONSTRUCTION
N00^13’26"E 679.51’
S00^20’50"E 2304.45’
N01^06’50"W 984.21’
N02^13’45"W
2610.89’
FOUNTAINVIEW PHASE ONE
CABINET N, PAGE 123
P.R.C.C.T.
0.460 AND 0.165 ACRE
CHANNEL EASEMENT
VOLUME 553, PAGE 216
D.R.C.C.T.
0.184 ACRE
CHANNEL EASEMENT
VOLUME 553, PAGE 201
D.R.C.C.T.
Proposed Residential
Area
Proposed Residential
Area
FH
FH
FH
FH
ExistingHouse
ExistingHouse
ExistingHouse
ExistingHouse
MH
TF
P
LP
FH
FH
MH
MH
Stock P
ile
LP
LP
LP
LP
LP
TF
P
LP
LP
TF
P
TF
P
FH
TF
P
CO
TT
ON
RID
GE
RD
S
600
2000
2600
8800
26500
40400
600
2000
2600
FM 2478
300
1000
2600
9100
27500
40400
300
1000
2600
FO
UN
TA
INV
IEW
DR
.
FM 2478
CO
UN
TY
RO
AD
22
50
6800
10500
100
12800
19400
50
68
00
10
40
0
50
7400
11100
CO
UN
TY
RO
AD
22
9300
14300
21400
2600
9500
14200
FM 2478
ST
ON
EB
RID
GE
DR
.
3500
3900
5700
4500
7300
10700
FM 2478
8500
32700
49300
PROPOSED LANE DIRECTIONAL INDICATOR
VEGETATIVE FILTER STRIPS WILL BE USED AS THE TOTAL
SUSPENDED SOLIDS CONTROL MEASURES ON THIS PROJECT.
VEGETATIVE FILTER STRIPS WILL BE USED AS THE TOTAL
SUSPENDED SOLIDS CONTROL MEASURES ON THIS PROJECT.
PROPOSED GRADE AT PGL
STA. 176+38 TO STA. 178+48
STA. 179+97 TO STA. 182+07
BEGIN RETAINING WALL
STA. 185+00
BEGIN RETAINING WALL
STA. 182+00
STA. 195+00
END RETAINING WALL
END RETAINING WALL
STA. 193+50
STA. 192+83 TO STA. 195+02STA. 165+23 TO STA. 172+87
STA. 185+47 TO STA. 189+70
STA. 190+72 TO STA. 192+83
STA. 196+43 TO STA. 217+58
CULVERT 2
STA. 218+17
CULVERT 1
STA. 199+49
PR
OP
. R
OW
120’
140’ TAPER
140’ DECEL140’ TAPER
80’ STORAGE
PR
OP
. R
OW
14
5’
210’ TAPER140’ STORAGE 70’ DECEL
140’ TAPER
140’ DECEL280’ STORAGE
140’ TAPER 140’ DECEL280’ STORAGE
140’ STORAGE70’ DECEL
210’ TAPER
140’ DECEL280’ STORAGE 140’ TAPER
PROPOSED SLOPE PROTECTION
PROPOSED SLOPE PROTECTION
STA. 159+24 TO STA. 164+00
STA. 217+58 TO STA. 218+98
AREA WHERE PAVESTONE WALL REQ’D FOR GRADING
EL
DO
RA
DO
PA
RK
WA
YE
LD
OR
AD
O P
AR
KW
AY
INTERSECTIONFUTURE SIGNALIZED
140’ STORAGE
SCALE: 1"=10’
EXIST.
R.O.W.
EXIST.
R.O.W.
TYPICAL SECTION EXISTING ROADWAY
10’10’
32’
90’ MIN.
TWO COURSE SURFACE
TREATMENT
10" FOUNDATION COURSE
5/16 IN/FT 5/16 IN/FT
2’
2’2’
2’
PROPOSED R.O.W.
PROPOSED RETAINING WALL
12
0’
PR
OP
. R
OW
120’
PR
OP
. R
OW
50-YR
Q = 4317 cfs
V = 9.19 ft/s
WSE = 705.05 ft
Q = 3605 cfs
V = 8.65 ft/s
WSE = 704.18 ft
25-YR
ROWLETT CREEK
HYDRAULIC DATA
EXISTING BRIDGE
FROM STA. 189+81.59
TO STA. 190+57.55
END RETAINING WALL
STA. 205+63.98
BEGIN RETAINING WALL
STA. 204+07.48
DATA FURNISHED BY TxDOT
XXXX 2033 ADT
XXXX 2023 ADT
XXXX 2003 ADT
STA. 189+70 TO STA. 190+72
11
TRAFFIC DATA
120’
PR
OP
. R
OW
90’
EX
IS
. R
OW
90
’
EX
IS
. R
OW
12
0’
PR
OP
. R
OW
10
5’
EX
IS
. R
OW
12
0’
PR
OP
. R
OW
90
’
EX
IS
. R
OW
12
0’
EX
IS
. R
OW
END BRIDGE
ABUTMENT 2
STA. 190+72.00
BEGIN BRIDGE
ABUTMENT 1
STA. 189+70.00
keerC ttelwo
R
keer
C ttelwo
R
PROPOSED PAVEMENT
FOUNTAINVIEW PHASE ONE
CABINET N, PAGE 123
P.R.C.C.T.
780
770
700
750
760
730
740
710
720
PROPOSED DRIVEWAY PAVEMENT
BEGIN PROJECT
CSJ # 2351-01-013
STA. 159+23.65
BEGIN PROJECT
CSJ # 2351-01-013
700
750
730
740
710
720
220+00215+00210+00205+00200+00195+00190+00185+00180+00175+00170+00165+00160+00155+00
PROPOSED
MULTIPLE
BOX CULVERT
3 - 5’ X 5’
PV
T S
TA
. 1
63
+6
2.9
8
EL
EV
. 7
03
.93
PV
T S
TA
. 1
61
+8
9.1
2
EL
EV
. 7
04
.31
0.1964 ACRE ROW TAKE
VOLUME 2875, PAGE 345
D.R.C.C.T.
CO
TT
ON
RID
GE
RO
AD
S
0.7183 ACRE ROW TAKEVOLUME 3005, PAGE 322
D.R.C.C.T.
FO
UN
TA
INV
IEW
DR
IVE
ST
ON
EB
RID
GE
DR
IVE
PROPERTY BOUNDARIES
0.041 ACRE
CHANNEL EASEMENT
VOLUME 553, PAGE 208
D.R.C.C.T.
BOOKER LIVING TRUST
39.18 ACRE TRACT
CLERK’S FILE NO. 95-0020521 L.R.C.C.T.
WESTERRA STONEBRIDGE, L.P.
15.2919 ACRE TRACT
CLERK’S FILE NO. 96-0106740
L.R.C.C.T.
WENTWOOD PARTNERS, LTD
67.67 ACRE TRACT
CLERK’S FILE NO. 97-0064925 L.R.C.C.T.
CL
YD
E A
. &
LU
CR
ET
IA
M. G
EE
R
3.0
0 A
CR
E T
RA
CT
CL
ER
K’S
FIL
E N
O.
96
-0
00
63
66
L.R
.C.C
.T.
KILLIS MELTON
95 ACRE TRACT
VOLUME 729, PAGE 47
D.R.C.C.T.
WENTWOOD PARTNERS, LTD
67.67 ACRE TRACT
CLERK’S FILE NO. 97-0064925 L.R.C.C.T.
STONEBRIDGE - FOUNTAINVIEW
NEW CONSTRUCTION
CHANNEL EASEMENT
WENTWOOD PARTNERS, LTD
67.67 ACRE TRACT
CLERK’S FILE NO. 97-0064925 L.R.C.C.T.
0.184 ACRE
CHANNEL EASEMENT
VOLUME 553, PAGE 201
D.R.C.C.T.
0.460 AND 0.165 ACRE
CHANNEL EASEMENT
VOLUME 553, PAGE 216
D.R.C.C.T.
CLIFF C. HENDERSON
15.86 ACRE TRACT
CLERK’S FILE NO. 94-0024047 L.R.C.C.T.
GE
OR
GE
D. &
MA
RIL
YN
K. P
RA
TT
0.4
45
AC
RE
TR
AC
T
CL
ER
K’S
FIL
E N
O.
94
-0
05
55
28
L.R
.C.C
.T.
L109 MCKINNEY INVESTMENTS, LTD
PARCEL 808
WESTERRA STONEBRIDGE, L.P.
50.483 ACRE TRACT
CLERK’S FILE NO. 96-0106740
L.R.C.C.T.
I-20/SOUTH COLLINS, LTD.
14.980 ACRE TRACT
CLERK’S FILE NO. 2001-0053128 L.R.C.C.T.
AMBROSE & ELINOR SECOR
1.96 ACRE TRACT
VOLUME 785, PAGE 378
D.R.D.C.T.
SWISHER PARTNERS L.P.
12.401 ACRE TRACT
C.C.F.NO. 00-0051512
VOLUME 4671, PAGE 2224
D.R.C.C.T.
WESTERRA STONEBRIDGE, L.P.
196.9216 ACRE TRACT
CLERK’S FILE NO. 96-0106740 L.R.C.C.T.
SHADDOCK DEVELOPERS, LTD
57.575 ACRE TRACT
VOLUME 4670, PAGE 1919 D.R.C.C.T.
THE 2478 JOINT VENTURE 57.685 ACRE TRACT
CLERK’S FILE NO. 92-0014476 L.R.C.C.T.
PROPOSED MEDIAN NOSE PAVEMENT
PROPOSED BRIDGE
PI = 165+94.25= 01^14’00" LT
PROPOSED MULTIPLE
BOX CULVERT
4 - 6’ X 6’
0.50%
PV
I S
TA
. 2
16+
00.0
0
EL
EV
. 722.9
6
RT
&L
T T
.O.P
.
EL
EV
. 7
20
.81
RT
&L
T T
.O.P
.
EL
EV
. 725.4
6
RT
&L
T T
.O.P
.
EL
EV
. 724.9
6
RT
&L
T T
.O.P
.
EL
EV
. 724.4
6
RT
&L
T T
.O.P
.
EL
EV
. 723.9
6
RT
&L
T T
.O.P
.
EL
EV
. 723.4
6
RT
&L
T T
.O.P
.
EL
EV
. 7
22
.95
RT
&L
T T
.O.P
.
EL
EV
. 7
22
.24
RT
&L
T T
.O.P
.
EL
EV
. 7
21
.53
0.72%
110’ V.C.
K = 90
E = 0.17’
PV
I S
TA
. 2
05
+7
2.3
5
EL
EV
. 7
15
.59
PV
T S
TA
. 2
06+
27.3
5
EL
EV
. 7
15
.98
PV
C S
TA
. 2
05+
17.3
5
EL
EV
. 7
15
.87
-0.50%
230’ V.C.
K = 121
E = -0.55’
PV
I S
TA
. 2
03+
53.0
1
EL
EV
. 7
16
.69
PV
T S
TA
. 2
04
+6
8.0
1
EL
EV
. 7
16
.11
RT
&L
T T
.O.P
.
EL
EV
. 716.2
6
RT
&L
T T
.O.P
.
EL
EV
. 7
20
.09
RT
&L
T T
.O.P
.
EL
EV
. 7
19
.37
RT
&L
T T
.O.P
.
EL
EV
. 718.6
6
RT
&L
T T
.O.P
.
EL
EV
. 7
17
.84
RT
&L
T T
.O.P
.
EL
EV
. 7
17
.22
RT
&L
T T
.O.P
.
EL
EV
. 7
16
.51
RT
&L
T T
.O.P
.
EL
EV
. 7
15
.83
RT
&L
T T
.O.P
.
EL
EV
. 7
15
.95
1.40%
0.97%
PV
C S
TA
. 202+
38.0
1
EL
EV
. 7
15
.08
-0.74%
195’ V.C.
K = 91
E = 0.52’
PV
I S
TA
. 2
00
+2
2.9
5
EL
EV
. 7
12
.07
PV
T S
TA
. 2
01
+2
0.4
5
EL
EV
. 7
13
.43
PV
C S
TA
. 1
99
+2
5.4
5
EL
EV
. 7
12
.79
210’ V.C.
K = 123
E = -0.45’
PV
I S
TA
. 197+
60.4
9
EL
EV
. 7
14
.00
PV
T S
TA
. 198+
65.4
9
EL
EV
. 7
13
.23
PV
C S
TA
. 1
96
+5
5.4
9
EL
EV
. 7
12
.98
155’ V.C.
K = 90
E = 0.33’
PV
T S
TA
. 195+
54.5
9
EL
EV
. 7
12
.01
PV
I S
TA
. 194+
77.0
9
EL
EV
. 711.2
6R
T&
LT
T.O
.P.
EL
EV
. 7
11
.65
RT
&L
T T
.O.P
.
EL
EV
. 7
15
.79
RT
&L
T T
.O.P
.
EL
EV
. 7
14
.55
RT
&L
T T
.O.P
.
EL
EV
. 7
13
.17
RT
&L
T T
.O.P
.
EL
EV
. 7
12
.54
RT
&L
T T
.O.P
.
EL
EV
. 7
12
.97
RT
&L
T T
.O.P
.
EL
EV
. 7
13
.53
RT
&L
T T
.O.P
.
EL
EV
. 7
13
.33
RT
&L
T T
.O.P
.
EL
EV
. 7
12
.45
-0.75%0.50%
PV
C S
TA
. 1
93
+9
9.5
9
EL
EV
. 7
11
.84
150’ V.C.
K = 120
E = -0.23’
PV
T S
TA
. 192+
25.0
0
EL
EV
. 7
13
.14
PV
I S
TA
. 1
91
+5
0.0
0
EL
EV
. 7
13
.70
PV
C S
TA
. 1
90
+7
5.0
0
EL
EV
. 7
13
.33
PV
I S
TA
. 1
88
+0
0.0
0
EL
EV
. 7
11
.95
L OF
ROWLETT CREEK
C
RT
&L
T T
.O.P
.
EL
EV
. 7
10
.74
RT
&L
T T
.O.P
.
EL
EV
. 7
11
.84
RT
&L
T T
.O.P
.
EL
EV
. 7
12
.58
RT
&L
T T
.O.P
.
EL
EV
. 7
13
.30
RT
&L
T T
.O.P
.
EL
EV
. 7
13
.42
RT
&L
T T
.O.P
.
EL
EV
. 7
12
.95
RT
&L
T T
.O.P
.
EL
EV
. 7
12
.45
RT
&L
T T
.O.P
.
EL
EV
. 7
11
.95
RT
&L
T T
.O.P
.
EL
EV
. 7
11
.35
0.60%
-0.73%
120’ V.C.
K = 90
E = 0.20’
PV
T S
TA
. 1
80
+9
9.3
9
EL
EV
. 7
07
.72
PV
C S
TA
. 1
79
+7
9.3
9
EL
EV
. 7
07
.80
PV
I S
TA
. 1
80+
39.3
9
EL
EV
. 707.3
6
210’ V.C.
K = 121
E = -0.45’
PV
I S
TA
. 1
77
+3
8.7
7
EL
EV
. 7
09
.54
PV
T S
TA
. 1
78+
43.7
7
EL
EV
. 7
08
.78
PV
C S
TA
. 1
76+
33.7
7
EL
EV
. 7
08
.48
RT
&L
T T
.O.P
.
EL
EV
. 7
08
.97
RT
&L
T T
.O.P
.
EL
EV
. 7
10
.14
RT
&L
T T
.O.P
.
EL
EV
. 7
09
.54
RT
&L
T T
.O.P
.
EL
EV
. 7
08
.93
RT
&L
T T
.O.P
.
EL
EV
. 7
08
.33
RT
&L
T T
.O.P
.
EL
EV
. 7
07
.73
RT
&L
T T
.O.P
.
EL
EV
. 7
07
.67
RT
&L
T T
.O.P
.
EL
EV
. 7
08
.37
RT
&L
T T
.O.P
.
EL
EV
. 7
09
.02
-0.50%1.01%
140’ V.C.
K = 93
E = 0.26’
PV
T S
TA
. 1
75+
35.3
5
EL
EV
. 7
07
.49
PV
I S
TA
. 1
74
+6
5.3
5
EL
EV
. 7
06
.79
PV
C S
TA
. 1
73+
95.3
5
EL
EV
. 7
07
.14
120’ V.C.
K = 120
E = -0.15’
PV
T S
TA
. 172+
60.0
0
EL
EV
. 7
07
.82
PV
C S
TA
. 1
71
+4
0.0
0
EL
EV
. 7
07
.82
PV
I S
TA
. 1
72+
00.0
0
EL
EV
. 7
08
.12
RT
&L
T T
.O.P
.
EL
EV
. 7
06
.12
RT
&L
T T
.O.P
.
EL
EV
. 7
08
.14
RT
&L
T T
.O.P
.
EL
EV
. 7
07
.21
RT
&L
T T
.O.P
.
EL
EV
. 7
07
.12
RT
&L
T T
.O.P
.
EL
EV
. 7
07
.62
RT
&L
T T
.O.P
.
EL
EV
. 7
07
.97
RT
&L
T T
.O.P
.
EL
EV
. 7
07
.62
RT
&L
T T
.O.P
.
EL
EV
. 7
07
.12
RT
&L
T T
.O.P
.
EL
EV
. 7
06
.62
100’ V.C.
K = 100
E = 0.13’
0.50%
0.89%
PV
I S
TA
. 1
63
+1
2.9
8
EL
EV
. 7
03
.69
PV
C S
TA
. 1
62
+6
2.9
8
EL
EV
. 7
03
.93
-0.50%
PV
C S
TA
. 1
60
+1
9.1
2
EL
EV
. 7
03
.98
170’ V.C.
K = 122
E = -0.29’
PV
I S
TA
. 1
61
+0
4.1
2
EL
EV
. 7
04
.73
ST
A. 159+
34.9
5
BE
GIN
CO
NS
TR
UC
TIO
N
MA
TC
H E
XIS
TIN
G P
VM
T.
RT
. &
LT
. T
.O.P
.
EL
EV
. 7
03
.23
RT
&L
T T
.O.P
.
EL
EV
. 7
05
.62
RT
&L
T T
.O.P
.
EL
EV
. 7
05
.12
RT
&L
T T
.O.P
.
EL
EV
. 7
04
.62
RT
&L
T T
.O.P
.
EL
EV
. 7
04
.12
RT
&L
T T
.O.P
.
EL
EV
. 7
03
.82
RT
&L
T T
.O.P
.
EL
EV
. 7
04
.25
RT
&L
T T
.O.P
.
EL
EV
. 7
04
.43
RT
&L
T T
.O.P
.
EL
EV
. 7
03
.81
EXISTING R.O.W.
C OF CUSTER ROAD (FM 2478)
MA
TC
H L
INE
ST
AT
ION
22
0+
00
N00^20’50"W
L
L
L
EXISTING GRADE 60’ RIGHT OF C
EXISTING GRADE 60’ LEFT OF C
EXISTING GRADE AT C
PROPOSED ROADWAY CONSTRUCTION
L
EXISTING ROADWAY
PROFILE LEGEND
PLAN LEGEND
