draft - dallas construction projects · [ dart rr trk 200 ’ dart r.o.w. 1 span ... * per txdot...
TRANSCRIPT
PROPOSED
R.O.W.
PROPOSED
R.O.W.
48’
FUTURE
LANE
12’12’14’3’
5’
4’
SDWLK
LANE LANE
1’
11’ 12’ 14’ 1’ 3’
5’
4’
LANELANEFUTURE
LANE
1’
R.O.W. VARIES (140’ TYP)
48’
FM 546
1’ 1’ 11’1’
FUTURE
LANE
1’
PGL
40’ MEDIAN
[ FM 546
PROPOSED
NEW ALIGNMENT
VARIES
(10’ TYP)
12’ VARIES
(10’ TYP)
12’
N.T.S.
PROPOSED TYPICAL SECTION
WITH FUTURE LEFT TURN LANE
6’
FUTURE
MEDIAN SDWLK**10’
STA 35+62.00 TO STA 76+70.33
PECAN GROVE CEMETERYPECAN GROVE CEMETERY
CITY OF McKINNEY LANDFILL
KONE, INC.
McKINNEY ISD
KONE, INC.
PRESTON 56 LP
INTERNATIONAL PAPER CO.
TROIANI
PECAN GROVE CEMETERY
ENSERCH
CORP
McKINNEY INDUSTRIAL PARK #2
CITY OF McKINNEY
WATLIN
GROUP
LP
COUCH
WAREHOUSE
LTD
McKINNEY
ECONOMIC
DEVELOPMENT
CORP.
17,800
32,140
-------
10,530
19,010
-------
28,610
51,660
-------
2,280
4,120
2,710
4,890
18,080
32,650-------
7,270
13,130-------
19,260
34,780
18,940
34,210
-------
6,000
11,000-------
6,500
12,000
-------
500
1,000
440
797
------
20
35
----
890
1,600------
430
768
----
19,790
35,750
420
772----
870
1,580
------
19,810
35,780
17,220
31,106
19,340
34,940
------
430
773----
--------------------- -------
1,080
1,949------
1,050
1,905------
-------
1,070
1,929
------
1,490
2,695
150
266
----
------
-------
------
FM 546
(EXISTING)
FM 546
PROPOSED
NEW ALIGNMENT
FM 546
PROPOSED
NEW ALIGNMENT
FM 546
PROPOSED
NEW ALIGNMENT
FM 546 NEW ALIGNMENT PROJECT
ANTICIPATED ADT
------
1,000
2,000
= 2010 ADT
= 2030 ADT
------
LEGEND
SOURCE:
TEXAS DEPARTMENT OF TRANSPORTATION
TRANSPORTATION PLANNING AND PROGRAMMING DIVISION
DEC. 17, 2010
[ FM 546
PROPOSED
NEW ALIGNMENT PROPOSED
R.O.W.
RETAINING WALL
1’
FM 546
RETAINING WALL
12’
LANE
15’
LANE
20’ 20’
12’
FUTURE
LANE
12’
FUTURE
LANE
15’
LANE
12’
LANE
OVERALL WIDTH=112’
6’
SDWLK
1’
1’
PGL
20’
LANE
22’
F-F CURB
E-W TURNAROUND
6’
SDWLK
1’ 1’
0.5’
CURB
0.5’
CURB
PGL
20’
LANE
22’
F-F CURB
E-W TURNAROUND
1’1’
0.5’
CURB
0.5’
CURB
5’ 5’
R.O.W. VARIES (212’ TYP)
1’ 1’
56’
1’
T401
1’
PR1
1’
T401
56’
PGL
N.T.S.
6’
SDWLK
VARIES 4’
(1’
MIN)
22’
(TYP)
VARIES
17’ TO 42’
EXIST./
PRESCRIPTIVE
R.O.W.
8’ 8’
16’
FUTURE
MEDIAN
1’ 1’40’
MEDIAN
PROPOSED (RETAINING WALL) - TYPICAL SECTION
STA 23+50.00 TO STA 24+75.00 (SEGMENT A)
STA 33+30.00 TO STA 35+62.00 (SEGMENT B)
(NOTE: SEGMENT A INCLUDES U-TURNS AND SIDEWALKS.)
6’ 10’
TYP
6’
SDWLK**
[ FM 546
PROPOSED
NEW ALIGNMENT PROPOSED
R.O.W.
RETAINING WALL
1’
FM 546
RETAINING WALL
12’
LANE
15’
LANE
20’ 20’
12’
FUTURE
LANE
12’
FUTURE
LANE
15’
LANE
12’
LANE
OVERALL WIDTH=112’
6’
SDWLK
1’
1’
PGL
20’
LANE
22’
F-F CURB
E-W TURNAROUND
6’
SDWLK
1’ 1’
0.5’
CURB
0.5’
CURB
PGL
20’
LANE
22’
F-F CURB
E-W TURNAROUND
1’1’
0.5’
CURB
0.5’
CURB
5’ 5’
R.O.W. VARIES (212’ TYP)
1’ 1’
56’
1’
T401
1’
PR1
1’
T401
56’
PGL
N.T.S.
6’
SDWLK
VARIES 4’
(1’
MIN)
22’
(TYP)
VARIES
17’ TO 42’
EXIST./
PRESCRIPTIVE
R.O.W.
8’ 8’
16’
FUTURE
MEDIAN
1’ 1’40’
MEDIAN
PROPOSED (RETAINING WALL) - TYPICAL SECTION
STA 23+50.00 TO STA 24+75.00 (SEGMENT A)
STA 33+30.00 TO STA 35+62.00 (SEGMENT B)
(NOTE: SEGMENT A INCLUDES U-TURNS AND SIDEWALKS.)
6’ 10’
TYP
6’
SDWLK**
PROPOSED
R.O.W.
R.O.W. VARIES (212’ TYP)
N.T.S.
[ FM 546
PROPOSED
NEW ALIGNMENT
1’
1’
14’12’
LANE
15’
LANE
12’
LANE
6’
SDWLK
15’
LANE
PGL
1’
1’
6’
SDWLK
6’
PGL
20’
LANE
22’
F-F CURB
E-W TURNAROUND
1’ 1’
0.5’
CURB
0.5’
CURB6’
SDWLK
PGL
20’
LANE
22’
F-F CURB
E-W TURNAROUND
1’1’
0.5’
CURB
0.5’
CURB
VARIES
14’
1’ 1’
7’7’
14’OVERALL BRIDGE WIDTH=49’
1’
T401FACE OF PR1 RAIL
1’
T401
OVERALL BRIDGE WIDTH=49’
FACE OF PR1 RAIL
10’
TYP
4’
(1’
MIN)
22’
(TYP)
VARIES
17’ TO 222’
12’ SHLD
FUTURE
LANE
12’ SHLD
FUTURE
LANE
EXIST./
PRESCRIPTIVE
R.O.W.
1’1’
8’ 8’
6’
SDWLK**
6’
MIN.
6’
MIN.
PROPOSED BRIDGE - TYPICAL SECTION
STA 24+75.00 TO STA 28+18.00 (SEGMENT A)
STA 28+18.00 TO 33+30.00 (SEGMENT B)
(NOTE: SEGMENT A INCLUDES U-TURNS AND SIDEWALKS.)
15+00 20+00 25+00 30+00 35+00 40+00 45+00 50+00 55+0010+00
WB
U-TURN
PGL
EB
U-TURN
PGL
EXISTING
GROUND
AT PGL
[ DART
RR TRK
200’
DART
R.O.W.
WB
U-TURN
PGL
EB
U-TURN
PGL
1 SPAN
@ 105’
PRESTR
CONC
BEAMS
2 SPANS @ 125’=250’
PRESTR CONC BEAMS
4 SPANS @ 125’=500’
PRESTR CONC BEAMS
TOTAL LENGTH OF BRIDGE=855’
PROPOSED
PROFILE
GRADE
LINE
PROPOSED
1-42" RCP
EL = 556.32
PROPOSED
3-5’X3’ MBC
EL = 570.95
PROPOSED
1-42" RCP
EL=544.28
PROPOSED
1-42" RCP
EL=549.73
CLEAR ZONE
ENVELOPE
STA = 11+50.00
EL = 552.72’
L = 200.00’
K = 62
ex = -0.81’
STA = 14+50.00
EL = 548.03’
L = 350.00’
K = 80
ex = 1.91’
STA = 18+00.00
EL = 557.81’
L = 350.00’
K = 152
ex = -1.00’
STA = 22+15.00
EL = 559.88’
L = 375.00’
K = 83
ex = 2.11’
STA = 30+75.00
EL = 602.88’
L = 500.00’
K = 62
ex = -5.03’
STA = 36+00.00
EL = 586.91’
L = 225.00’
K = 84
ex = 0.75’
STA = 42+35.00
EL = 584.61’
L = 225.00’
K = 106
ex = -0.60’
STA = 46+10.00
EL = 575.30’
L = 400.00’
K = 81
ex = 2.47’
STA = 49+10.00
EL = 582.70’
L = 150.00’
K = 71
ex = -0.40’
PROPOSED
RETAINING
WALL
4:1
DESIGN SCHEMATIC
FUNCTIONAL CLASSIFICATION:
COLLIN COUNTY
NET LENGTH OF PROJECT: 1.70 MILES
PREPARED BY:
CIVIL ASSOCIATES, INC.
TBPE REGISTRATION NO. F-006981
PREPARED BY:
CIVIL ASSOCIATES, INC.
TBPE REGISTRATION NO. F-006981
NASER ABUSAAD, P.E., AICP
FM 546: 19,810 ADT (2010) 35,780 ADT (2030)
FROM: SH 5
TO: WEST OF CR 317
BRAD HERNANDEZ, P.E. BRAD HERNANDEZ, P.E.NASER ABUSAAD, P.E., AICP
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
PRELIMINARY REVIEW SUBMITTAL.
IT IS NOT INTENDED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF
PRELIMINARY REVIEW SUBMITTAL.
IT IS NOT INTENDED FOR CONSTRUCTION,
BIDDING OR PERMIT PURPOSES.
WILLIAM L. HALE, P.E.
DISTRICT ENGINEER
C 2011 BY TEXAS DEPARTMENT OF
TRANSPORTATION
ALL RIGHTS RESERVED
R
C 2011 BY TEXAS DEPARTMENT OF
TRANSPORTATION
ALL RIGHTS RESERVED
R
ROLL 1:
ROLL 2:
ROLL INDEX
ROLL 3:
ROLL 1:
ROLL 2:
ROLL INDEX
ROLL 3: SH 5 PROPOSED IMPROVEMENTS PLAN
AND CROSS STREETS PROFILES
FM 546 NEW ALIGNMENT
STA 55+00 TO END PROJECT STA 100+04.77
FM 546 NEW ALIGNMENT
STA 55+00 TO END PROJECT STA 100+04.77
PROPOSED MEDIAN
TRAFFIC FLOW
LEGEND
PROPOSED CONCRETE ROADWAY
SCALE IN FEET
VERTICAL
HORIZONTAL
50 0 100 200
201005
NOTES:
2. FINAL DRIVEWAY LOCATIONS
SHALL BE DETERMINED DURING
THE FINAL DESIGN PHASE.
3. ALL DIMENSIONS ARE
TO FACE OF CURB, UNLESS
OTHERWISE NOTED.
CONTROL:
FM 546 COLLIN COUNTY
PRIMARY CONTROL
SAM#:29232-06
AUGUST 17, 2010
HORZ. DATUM: NAD-83 (CORS 2002)
VERT. DATUM: NAVD-88 (CORS 2002)
SURFACE COORDINATES
ONLY VISIBLE UTILITIES AS OF
AUGUST 17, 2010 WERE LOCATED.
ALL POINTS WERE LOCATED USING
THE WDS VRS NETWORK.
ALL POINTS WERE CONVERTED
TO SURFACE USING THE TXDOT
COLLIN COUNTY COMBINED
SCALE FACTOR OF 1.000152710.
COORD. SYSTEM:
TEXAS STATE PLANE NAD-83 (CORS 2002)
PROJECT COMBINED SCALE FACTOR:
1.000152710 (0.99984731332)
PT, NORTHING, EASTING, ELEV, DESCR.
ELEVATIONS SHOWN BELOW ARE
GPS DERIVED.
1. PROPOSED PROFILE GENERALLY
FOLLOWS EXISTING.
ZONE: TEXAS NORTH CENTRAL (4202)
UNITS: U.S. SURVEY FEET
GEOID: GEOID09
1,7118394.801,2544272.227,592.803,CP 1
2,7118047.423,2547458.336,593.656,CP 2
3,7117948.345,2550643.874,584.232,CP 3
4,7115059.867,2551507.404,584.688,CP 4
5,7111817.974,2551263.071,560.954,CP 5
6,7112390.337,2548233.38,536.095, CP 6
7,7116062.446,2547059.573,582.357,CP 7
8,7114876.011,2542248.738,570.296,CP 8
PROPOSED DRIVEWAY
PROPOSED TURNAROUND
PROPOSED STRUCTURE (BRIDGE)
PROPOSED TRANSITION PAVEMENT
PROPOSED CROSS
DRAINAGE STRUCTURE
SH 5 PROPOSED IMPROVEMENTS PLAN
AND CROSS STREETS PROFILES
PROPOSED RETAINING WALL
FM 546 = 45 MPH
AIRPORT ROAD = 45 MPH
COUCH ROAD = 35 MPH
U-TURN LANE = 15 MPH
DESIGN SPEED:
PROPOSED DRAINAGE EASEMENT
EXISTING R.O.W./PROPERTY LINE
"ACCESS BY PERMIT ONLY"
FM 546 NEW ALIGNMENT
BEGIN PROJECT STA 10+44.90 TO STA 55+00
FM 546 NEW ALIGNMENT
BEGIN PROJECT STA 10+44.90 TO STA 55+00
TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
LOCATION MAP(N.T.S.)
PROJECT LOCATION
COLLIN COUNTY
DALLAS DISTRICT
BEGIN PROJECTCSJ: 1013-01-026
END PROJECTCSJ:1013-01-026
75
TEXAS
121
TEXAS
5
TEXAS
121
TEXAS
5
FARM
546
ROAD
FARM
546
ROAD
FARM
546
ROAD
0 1 MILEPROJECT LOCATION
COLLIN COUNTY
DALLAS DISTRICT
BEGIN PROJECTCSJ: 1013-01-026
END PROJECTCSJ:1013-01-026
75
TEXAS
121
TEXAS
5
TEXAS
121
TEXAS
5
FARM
546
ROAD
FARM
546
ROAD
FARM
546
ROAD
0 1 MILE
DESIGN SCHEMATIC
FUNCTIONAL CLASSIFICATION:
COLLIN COUNTY
NET LENGTH OF PROJECT: 1.70 MILES
FM 546: 19,810 ADT (2010) 35,780 ADT (2030)
WILLIAM L. HALE, P.E.
DISTRICT ENGINEER
DESIGN SPEED:
TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
TxDOT - MINOR ARTERIAL
CITY OF McKINNEY - URBAN MAJOR ARTERIAL (M6D)
TxDOT - MINOR ARTERIAL
CITY OF McKINNEY - URBAN MAJOR ARTERIAL (M6D)
5. SURVEY NOTES:
DATE OF SURVEY, AUGUST 17, 2010
CSJ: 1013-01-026
FM 546 (NEW ALIGNMENT)
SH 5 = 60 MPH *
* PER TXDOT PLANS DATED NOV. 10, 1955
CSJ: 1013-01-026
FROM: SH 5
TO: WEST OF CR 317
FM 546 = 45 MPH
SH 5 = 60 MPH *
AIRPORT ROAD = 45 MPH
COUCH ROAD = 35 MPH
U-TURN LANE = 15 MPH
* PER TXDOT PLANS DATED NOV. 10, 1955
LOCATION MAP(N.T.S.)
FM 546 (NEW ALIGNMENT)
PROPOSED SIDEWALK
4. CONTROL OF ACCESS WILL BE
HANDLED IN ACCORDANCE WITH
THE TxDOT ACCESS MANAGEMENT
MANUAL.
PROPOSED R.O.W.
SERIAL NO. 83200
NOVEMBER, 2011
SERIAL NO. 100079
NOVEMBER, 2011
SERIAL NO. 83200
NOVEMBER, 2011
SERIAL NO. 100079
NOVEMBER, 2011
EASEMENT
PROPOSED
R.O.W.
60’
FUTURE
LANE
12’12’12’
6’
SDWLK
LANE LANE
1’
12’ 12’ 12’
1’
6’
LANELANEFUTURE
LANE
1’
R.O.W. VARIES (186’ MIN)
60’
1’
1’ 16’
PGL
40’ MEDIAN
[ FM 546
PROPOSED
NEW ALIGNMENT
14’
AUX
LANE
14’
AUX
LANE
1’
PROPOSED FM 546
TYPICAL SECTION
N.T.S.
BEGIN PROJECT TO STA 23+50.00
12’ 12’
0.5’
CURB
10’
TYP
FUTURE
MEDIAN
VARIES
13’ TO 144’
EXIST./
PRESCRIPTIVE
R.O.W.
6’
(1’
MIN)
6’
SDWLK**
WB TURNAROUND (WB-UTURN)
CURVE WB-UTURN-1
PI STATION = 10+25.74
NORTHING = 7,116,891.58
EASTING = 2,544,829.38
DELTA = 3%%d 05’ 17.39" (LT)
DEGREE OF CURVE = 5%%d 59’ 59.99"
TANGENT = 25.74
LENGTH = 51.47
RADIUS = 954.93
PC STATION = 10+00.00
PT STATION = 10+51.47
CURVE WB-UTURN-2
PI STATION = 12+80.16
NORTHING = 7,116,793.61
EASTING = 2,545,064.19
DELTA = 26%%d 56’ 07.97" (RT)
DEGREE OF CURVE = 5%%d 59’ 59.99"
TANGENT = 228.69
LENGTH = 448.93
RADIUS = 954.93
PC STATION = 10+51.47
PT STATION = 15+00.40
CURVE WB-UTURN-3
PI STATION = 20+32.44
NORTHING = 7,116,214.44
EASTING = 2,545,557.42
DELTA = 90%%d 00’ 00.00" (RT)
DEGREE OF CURVE = 90%%d 13’ 46.47"
TANGENT = 63.50
LENGTH = 99.75
RADIUS = 63.50
PC STATION = 19+68.94
PT STATION = 20+68.68
EB TURNAROUND (EB-UTURN)
CURVE EB-UTURN-1
PI STATION = 13+21.61
NORTHING = 7,116,824.57
EASTING = 2,544,883.45
DELTA = 36%%d 30’ 46.62" (RT)
DEGREE OF CURVE = 5%%d 52’ 36.88"
TANGENT = 321.61
LENGTH = 621.29
RADIUS = 974.93
PC STATION = 10+00.00
PT STATION = 16+21.29
CURVE EB-UTURN-2
PI STATION = 16+34.78
NORTHING = 7,116,563.42
EASTING = 2,545,093.42
DELTA = 1%%d 37’ 06.14" (LT)
DEGREE OF CURVE = 5%%d 59’ 59.99"
TANGENT = 13.49
LENGTH = 26.97
RADIUS = 954.93
PC STATION = 16+21.29
PT STATION = 16+48.27
CURVE EB-UTURN-3
PI STATION = 22+01.31
NORTHING = 7,116,132.10
EASTING = 2,545,460.73
DELTA = 90%%d 00’ 00.00" (LT)
DEGREE OF CURVE = 90%%d 13’ 46.47"
TANGENT = 63.50
LENGTH = 99.75
RADIUS = 63.50
PC STATION = 21+37.81
PT STATION = 22+37.56
END WALL EB-2
[ FM 546
NEW ALIGNMENT
STA 35+62.00
57’ RT
BEGIN WALL EB-1
[ FM 546
NEW ALIGNMENT
STA 23+50.00
57’ RT
BEGIN WALL WB-1
[ FM 546
NEW ALIGNMENT
STA 23+50.00
57’ LT
BEGIN WALL EB-2
[ FM 546
NEW ALIGNMENT
STA 32+75.00
57’ RT
END BRIDGE
[ FM 546
NEW ALIGNMENT
STA 33+30.00
BEGIN WALL WB-2
[ FM 546
NEW ALIGNMENT
STA 32+75.00
57’ LT
BEGIN BRIDGE
[ FM 546
NEW ALIGNMENT
STA 24+75.00
BEGIN TRAFFIC RAIL
STA 22+58.50
END TRAFFIC RAIL
STA 35+62.00
END WALL WB-2
[ FM 546
NEW ALIGNMENT
STA 35+62.00
57’ LT
BEGIN WALL WB-3
[ FM 546
NEW ALIGNMENT
STA 22+50.00
100’ LT
END WALL WB-3
[ FM 546
NEW ALIGNMENT
STA 26+10.00
95’ LT
END MBGF
SH 5 NB |
STA 136+36.58,
39.17’ RT
BEGIN MBGF
SH 5 NB |
STA 130+77.34,
86.50’ RT
END WALL WB-1
END WALL EB-1
[ FM 546
NEW ALIGNMENT
STA 24+75.00
| WB TURNAROUND
(WB-UTURN)
[ COUCH DR STA 12+14.63=
[ FM 546 PROP NEW ALIGNMENT
STA 44+88.47
[ COUCH DR
CURVE FM546-1
CURVE FM546-2
CURVE FM546-3
CURVE EB-UTURN-1
CURVE
WB-UTURN-2
CURVE
WB-UTURN-1
[ FM 546
NEW ALIGNMENT
[ FM 546
NEW ALIGNMENT
PRC 10+51.47
CURVE
WB-UTURN-3
CURVE FM546-1
PI STATION = 17+95.54
NORTHING = 7,116,981.92
EASTING = 2,544,820.42
DELTA = 49%%d 39’ 03.47" (RT)
DEGREE OF CURVE = 5%%d 00’ 00.00"
TANGENT = 530.11
LENGTH = 993.02
RADIUS = 1,145.92
PC STATION = 12+65.44
PT STATION = 22+58.46
CURVE FM546-2
PI STATION = 31+68.87
NORTHING = 7,115,885.20
EASTING = 2,545,754.40
DELTA = 31%%d 55’ 00.14" (LT)
DEGREE OF CURVE = 5%%d 00’ 00.00"
TANGENT = 327.68
LENGTH = 638.33
RADIUS = 1,145.92
PC STATION = 28+41.19
PT STATION = 34+79.52
CURVE FM546-3
PI STATION = 60+93.19
NORTHING = 7,114,992.63
EASTING = 2,548,557.06
DELTA = 29%%d 57’ 47.18" (RT)
DEGREE OF CURVE = 5%%d 00’ 00.00"
TANGENT = 306.65
LENGTH = 599.26
RADIUS = 1,145.92
PC STATION = 57+86.54
PT STATION = 63+85.81
PC 10+00.00
| EB
TURNAROUND
(EB-UTURN)
CURVE
EB-UTURN-3
END WB TURNAROUND
| WB-UTURN PT STA 20+68.68=
END EB TURNAROUND
| EB-UTURN PT STA 22+37.56
CURVE
EB-UTURN-2
EXIST./
PRESCRIPTIVE
R.O.W.
EXIST.
R.O.W.
[ EXIST.
OLD MILL ROAD
[ FM 546
PROPOSED
NEW ALIGNMENT
PROPOSED
R.O.W.
EXISTING FM 546
TYPICAL SECTION
24’
2 - 12’
EXIST.
LANES
N.T.S.
SUPERELEVATION TABLE
BASELINE CURVE NAME DIRECTION
FM546EB EB -2.00% -2.00%
FM546WB WB 10+00.00 11+75.00 2.00% 21+69.00 25+44.00 -2.00%
FM546WB WB -2.00% 42+09.00 43+44.00 -0.50% 46+33.00 47+68.00 -2.00%
-- -2.00% 2.00%
END CROSS
SLOPE
FULL
SUPERELEVATION
BEGIN
TRANSITION
BEGIN CROSS
SLOPE
END TRANSITION
AND BEGIN FULL
SUPERELEVATION
END FULL
SUPERELEVATION AND
BEGIN TRANSITION
END
TRANSITION
42+09.00 43+44.00 -0.50% 46+33.00 47+68.00--
FM546-1
--
UTURN-3
MATCH SH 5
TURNAROUND -- -- --21+30.00(EB) 19+50.00(WB)
600
590
580
570
560
600
590
580
570
560
550 550
540540
DRAFT
SEE ROLL 3 OF 3
FOR SH 5 PROPOSED
IMPROVEMENTS
HORIZONTAL ALIGNMENT- CURVE DATA
[ PROPOSED FM 546
R=80’
R=80’
R=50’
R=50’
R=620’
BEGIN TRANSITION
COUCH DR
[ STA 6+63.00
MATCH EXISTING PAVEMENT
R=80’
R=31.50’
END TRANSITION
COUCH DR
[ STA 16+67.00
MATCH EXISTING
PAVEMENT
R=20’
R=20’
SEE ROLL 3 OF 3
FOR SH 5 PROPOSED
IMPROVEMENTS
EXISTING/
PRESCRIPTIVE ROW
END CONSTRUCTION
BEGIN TRANSITION
COUCH DR
[ STA 14+00.00
FUTURE
CONSTRUCTION
BY OTHERS
EXISTING/
PRESCRIPTIVE ROW
PROPOSED
1-42" RCP
[ FM 546
STA 10+78.35
PROPOSED
1-42" RCP
| WB U-TURN
STA 17+43.18
PROPOSED
1-42" RCP
| EB U-TURN
STA 19+15.69
** PER CITY OF McKINNEY CODE OF ORDINANCES,
SECTION 142-105: CONSTRUCTION OF
PROPOSED SIDEWALK SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER WHEN DEVELOPMENTS ALONG
THE PROPOSED ROADWAY OCCUR BEFORE AND/OR
CONCURRENTLY WITH THE ROADWAY CONSTRUCTION.
IF NO DEVELOPMENT OCCURS, PROPOSED SIDEWALKS
SHALL BE CONSTRUCTED WITH ROADWAY.
BEGIN PROJECT
CSJ: 1013-01-026
FM 546 (NEW ALIGNMENT)
[ FM 546 STA 10+44.90
MATCH EXISTING PAVEMENT
CSJ: 0047-05-050
SH 5 NB | STA 131+11.36
PROPOSED 3-5’ X 3’ MBC
[ FM 546 STA 45+03.00
SEE ROLL 2 OF 3 FOR
CULVERT OUTFALL
LOCATION
FEMA 100-YR
FLOODPLAIN
DRAINAGE
EASEMENT
48’ X 50’
DRAINAGE
EASEMENT
66’X12’
DRAINAGE
EASEMENT
60’X14’
BEGIN CONSTRUCTION
END TRANSITION
COUCH DR
[ STA 9+20.00
MATCH EXISTING PAVEMENT
EASEMENT
EASEMENT
EASEMENT