Fence Corner - Dual Sheet (120"x36")
Fence Corner - Dual Sheet (120"x36")
390’ - 456’
PGL
PGL
PGL
PGL PGL
2’2’
0.5’ 0.5’
390’ - 456’
PGLPGL
PI STATION = 985+34.27
NORTHING = 6,999,371.61
EASTING = 2,463,790.51
DELTA = 4^ 38’ 24.20" (RT)
DEGREE OF CURVE = 2^ 00’ 12.06"
TANGENT = 115.87’
LENGTH = 231.61’
RADIUS = 2,860.00’
PC STATION = 984+18.40
PT STATION = 986+50.01
CURVE NBNWH-1 CURVE RPN35HH-4
PI STATION = 32+43.84
NORTHING = 7,024,511.14
EASTING = 2,459,528.73
DEGREE OF CURVE = 0^ 42’ 58.31"
TANGENT = 615.59’
LENGTH = 1,228.76’
RADIUS = 8,000.00’
PC STATION = 26+28.25
PT STATION = 38+57.01
PI STATION = 11+04.76
NORTHING = 7,025,873.70
EASTING = 2,459,356.81
DELTA = 3^ 59’ 59.37" (RT)
DEGREE OF CURVE = 1^ 54’ 35.49"
TANGENT = 104.76’
LENGTH = 209.43’
RADIUS = 3,000.00’
PC STATION = 10+00.00
PT STATION = 12+09.43
CURVE RPN35V-1
PI STATION = 15+02.13
NORTHING = 7,026,270.53
EASTING = 2,459,334.68
DEGREE OF CURVE = 1^ 08’ 45.30"
TANGENT = 83.34’
LENGTH = 166.67’
RADIUS = 5,000.00’
PC STATION = 14+18.79
PT STATION = 15+85.45
CURVE RPN35V-2
DELTA = 1^ 54’ 35.51" (LT)
PI STATION = 18+78.73
NORTHING = 7,026,645.67
EASTING = 2,459,301.20
DELTA = 2^ 07’ 56.41" (LT)
DEGREE OF CURVE = 1^ 54’ 35.49"
TANGENT = 55.83’
LENGTH = 111.65’
RADIUS = 3,000.00’
PC STATION = 18+22.90
PT STATION = 19+34.55
CURVE RPN35V-3 CURVE RPN35VV2-1
PI STATION = 10+90.14
NORTHING = 7,027,373.80
EASTING = 2,459,208.78
DELTA = 3^ 41’ 16.37" (LT)
DEGREE OF CURVE = 2^ 02’ 46.60"
TANGENT = 90.14’
LENGTH = 180.22’
RADIUS = 2,800.00’
PC STATION = 10+00.00
PT STATION = 11+80.22
CURVE RPN35VV2-2
PI STATION = 15+36.10
NORTHING = 7,027,811.74
EASTING = 2,459,124.28
DELTA = 2^ 07’ 56.36" (RT)
DEGREE OF CURVE = 1^ 02’ 30.27"
TANGENT = 102.36’
LENGTH = 204.69’
RADIUS = 5,500.00’
PC STATION = 14+33.74
PT STATION = 16+38.43
CURVE DCNB35-5
PI STATION = 1022+00.56
NORTHING = 7,002,115.48
EASTING = 2,461,707.76
DELTA = 9^ 28’ 45.73" (RT)
DEGREE OF CURVE = 0^ 30’ 00.00"
TANGENT = 950.11’
LENGTH = 1,895.87’
RADIUS = 11,459.16’
PC STATION = 1012+50.45
PT STATION = 1031+46.33
PI STATION = 1027+29.93
NORTHING = 7,002,481.64
EASTING = 2,461,377.92
DELTA = 6^ 54’ 13.31" (LT)
DEGREE OF CURVE = 1^ 54’ 35.49"
TANGENT = 180.96’
LENGTH = 361.48’
RADIUS = 3,000.00’
PC STATION = 1025+48.98
PT STATION = 1029+10.45
CURVE RPSB35ADC-5
PI STATION = 1017+75.36
NORTHING = 7,001,613.52
EASTING = 2,461,776.54
DELTA = 8^ 11’ 30.12" (RT)
DEGREE OF CURVE = 2^ 00’ 00.00"
TANGENT = 205.14’
LENGTH = 409.59’
RADIUS = 2,864.79’
PC STATION = 1015+70.22
PT STATION = 1019+79.81
CURVE RPSB35ADC-4CURVE DCNB35-4
PI STATION = 1009+31.42
NORTHING = 7,001,024.25
EASTING = 2,462,356.14
DELTA = 6^ 03’ 54.22" (RT)
DEGREE OF CURVE = 2^ 59’ 16.46"
TANGENT = 101.59’
LENGTH = 202.99’
RADIUS = 1,917.59’
PC STATION = 1008+29.83
PT STATION = 1010+32.82
PI STATION = 10517+58.20
NORTHING = 7,022,047.02
EASTING = 2,460,206.56
DELTA = 10^ 54’ 06.90" (LT)
DEGREE OF CURVE = 2^ 23’ 14.37"
TANGENT = 229.02’
RADIUS = 2,400.00’
PC STATION = 10515+29.18
PT STATION = 10519+85.84
CURVE CONNWBLBJ-1
LENGTH = 456.66’
CURVE RPN35HH-1
PI STATION = 10+50.31
NORTHING = 7,022,445.78
EASTING = 2,460,223.93
DELTA = 6^ 23’ 54.77" (LT)
DEGREE OF CURVE = 6^ 21’ 58.31"
TANGENT = 50.31’
LENGTH = 100.51’
RADIUS = 900.00’
PC STATION = 10+00.00
PT STATION = 11+00.51
CURVE RPN35HH-2
PI STATION = 13+02.07
NORTHING = 7,022,636.51
EASTING = 2,460,059.44
DELTA = 25^ 14’ 46.29" (RT)
DEGREE OF CURVE = 6^ 21’ 57.80"
TANGENT = 201.56’
LENGTH = 396.58’
RADIUS = 900.02’
PC STATION = 11+00.51
PT STATION = 14+97.08
CURVE RPN35HH-3
PI STATION = 20+70.43
NORTHING = 7,023,383.14
EASTING = 2,459,852.00
DELTA = 0^ 27’ 50.98" (LT)
DEGREE OF CURVE = 0^ 17’ 11.32"
TANGENT = 81.01’
LENGTH = 162.02’
RADIUS = 20,000.00’
PC STATION = 19+89.42
PT STATION = 21+51.44
EXISTING R.O.W.
PI STATION = 1010+48.80
NORTHING = 7,001,002.74
EASTING = 2,462,171.00
DELTA = 7^ 26’ 13.19" (RT)
DEGREE OF CURVE = 2^ 00’ 00.00"
TANGENT = 186.19’
LENGTH = 371.85’
RADIUS = 2,864.79’
PC STATION = 1008+62.62
PT STATION = 1012+34.47
CURVE RPSB35ADC-3
PI STATION = 1007+33.40
NORTHING = 7,000,762.16
EASTING = 2,462,374.97
DELTA = 0^ 53’ 59.09" (LT)
DEGREE OF CURVE = 2^ 00’ 00.00"
TANGENT = 22.49’
LENGTH = 44.9873
RADIUS = 2,864.79’
PC STATION = 1007+10.90
PT STATION = 1007+55.89
CURVE RPSB35ADC-2
PI STATION = 1004+39.11
NORTHING = 7,000,534.64
EASTING = 2,462,561.81
DELTA = 4^ 36’ 25.26" (RT)
DEGREE OF CURVE = 2^ 00’ 00.00"
TANGENT = 115.24’
LENGTH = 230.35’
RADIUS = 2,864.79’
PC STATION = 1003+23.87
PT STATION = 1005+54.22
CURVE RPSB35ADC-1
PI STATION = 995+66.97
NORTHING = 7,000,173.64
EASTING = 2,463,139.77
DELTA = 2^ 33’ 23.03" (LT)
DEGREE OF CURVE = 2^ 00’ 12.06"
TANGENT = 63.81’
LENGTH = 127.61’
RADIUS = 2,860.00’
PC STATION = 995+03.15
PT STATION = 996+30.76
CURVE NBNWH-2
PI STATION = 1002+11.62
NORTHING = 7,000,655.64
EASTING = 2,462,711.66
DELTA = 41^ 42’ 22.71" (RT)
DEGREE OF CURVE = 6^ 54’ 11.18"
TANGENT = 316.17’
LENGTH = 604.17’
RADIUS = 830.00’
PC STATION = 998+95.45
PT STATION = 1004+99.62
CURVE NBNWH-3
PI STATION = 997+84.42
NORTHING = 7,000,159.30
EASTING = 2,462,804.85
DELTA = 10^ 37’ 20.82" (RT)
DEGREE OF CURVE = 2^ 59’ 59.20"
TANGENT = 177.56’
LENGTH = 354.11’
RADIUS = 1,910.00’
PC STATION = 996+06.85
PT STATION = 999+60.96
CURVE NWSB-2
PI STATION = 1008+53.91
NORTHING = 7,000,963.60
EASTING = 2,462,098.37
DELTA = 11^ 04’ 38.28" (RT)
DEGREE OF CURVE = 1^ 59’ 59.47"
TANGENT = 277.82’
LENGTH = 553.91’
RADIUS = 2,865.00’
PC STATION = 1005+76.09
PT STATION = 1011+30.00
CURVE NWSB-3
CURVE DCNB35-1
PI STATION = 996+00.30
NORTHING = 6,999,999.98
EASTING = 2,463,205.48
DELTA = 3^ 53’ 23.58" (RT)
DEGREE OF CURVE = 2^ 00’ 00.00"
TANGENT = 97.28’
LENGTH = 194.49’
RADIUS = 2,864.79’
PC STATION = 995+03.02
PT STATION = 996+97.51
CURVE DCNB35-3
PI STATION = 1005+52.90
NORTHING = 7,000,720.73
EASTING = 2,462,583.06
DELTA = 5^ 37’ 21.38" (RT)
DEGREE OF CURVE = 1^ 00’ 51.62"
TANGENT = 277.38’
LENGTH = 554.31’
RADIUS = 5,648.58’
PC STATION = 1002+75.52
PT STATION = 1008+29.83
CONNWBLBJ-4
CONNWBLBJ-3
CONNWBLBJ-2
CONNWBLBJ-1
RPN35HH-1
RPN35HH-2
RPEB635-2
RPEB635-1
RPN35HH-3
RPN35HH-4
CURVE RPEB635-1
PI STATION = 90+22.13
NORTHING = 7,020,403.04
EASTING = 2,459,963.35
DELTA = 4^ 28’ 50.73" (RT)
DEGREE OF CURVE = 1^ 54’ 35.49"
TANGENT = 117.37’
LENGTH = 234.61’
RADIUS = 3,000.00’
PC STATION = 89+04.77
PT STATION = 91+39.38
CURVE RPEB635-2
PI STATION = 96+32.78
NORTHING = 7,019,793.07
EASTING = 2,459,932.10
DELTA = 4^ 25’ 27.81" (LT)
DEGREE OF CURVE = 1^ 54’ 35.49"
TANGENT = 115.89’
LENGTH = 231.66’
RADIUS = 3,000.00’
PC STATION = 95+16.89
PT STATION = 97+48.55
PI STATION = 10523+90.29
NORTHING = 7,021,494.66
EASTING = 2,460,516.71
DELTA = 3^ 23’ 33.73" (RT)
DEGREE OF CURVE = 1^ 08’ 45.30"
TANGENT = 148.08’
LENGTH = 296.07’
RADIUS = 5,000.00’
PC STATION = 10522+42.21
PT STATION = 10525+38.28
CURVE CONNWBLBJ-2
LENGTH = 516.82’
PI STATION = 10529+88.41
NORTHING = 7,020,956.63
EASTING = 2,460,778.20
DEGREE OF CURVE = 4^ 58’ 56.07"
TANGENT = 262.85’
RADIUS = 1,150.00’
PC STATION = 10527+25.56
PT STATION = 10532+42.38
CURVE CONNWBLBJ-3
DELTA = 25^ 44’ 57.59" (RT)
NORTHING = 7,019,766.28
LENGTH = 372.67’
PI STATION = 10541+69.89
EASTING = 2,460,781.77
DELTA = 3^ 43’ 35.08" (LT)
DEGREE OF CURVE = 0^ 59’ 59.73"
TANGENT = 186.40’
RADIUS = 5,730.00’
PC STATION = 10539+83.49
PT STATION = 10543+56.16
CURVE CONNWBLBJ-4 CURVE RPN35VV1-1
PI STATION = 11+30.70
NORTHING = 7,020,625.44
EASTING = 2,460,482.33
DELTA = 4^ 59’ 21.06" (RT)
DEGREE OF CURVE = 1^ 54’ 35.49"
TANGENT = 130.70’
LENGTH = 261.23’
RADIUS = 3,000.00’
PC STATION = 10+00.00
PT STATION = 12+61.23
CURVE RPN35VV1-2
PI STATION = 17+07.67
NORTHING = 7,021,201.11
EASTING = 2,460,523.52
DELTA = 14^ 43’ 41.82" (RT)
DEGREE OF CURVE = 3^ 49’ 10.99"
TANGENT = 193.86’
LENGTH = 385.59’
RADIUS = 1,500.00’
PC STATION = 15+13.81
PT STATION = 18+99.40
CURVE RPN35VV1-3
PI STATION = 22+75.56
NORTHING = 7,021,740.66
EASTING = 2,460,707.41
DELTA = 53^ 16’ 19.17" (LT)
DEGREE OF CURVE = 7^ 38’ 21.63"
TANGENT = 376.17’
LENGTH = 697.34’
RADIUS = 750.01’
PC STATION = 18+99.40
PT STATION = 25+96.74
RPN35VV1-2
RPN35V-1
RETAINING WALL C1L
RETAINING WALL C2L
10520+00
10525+00
10530+00
10535+00
10540+00
10545+00
90+00
95+00
100+00
PROPOSED DIRECT CONNECTORS
PROPOSED RAMPS, BY PASSES
PROPOSED CROSS STREETS
PROPOSED RIGHT-OF-WAY
PROPOSED RETAINING WALL
MANAGED HOV LANES (ML)
PROPOSED FRONTAGE ROADS (FR)
PROPOSED SOUND WALL
CONTROL OF ACCESS
PROPOSED DIRECT CONNECTORS
PROPOSED RAMPS, BY PASSES
PROPOSED CROSS STREETS
PROPOSED RIGHT-OF-WAY
PROPOSED RETAINING WALL
MANAGED HOV LANES (ML)
PROPOSED FRONTAGE ROADS (FR)
PROPOSED SOUND WALL
CONTROL OF ACCESS
1000+00
1005+00
1010+001015+00
1020+00
1025+00
1030+00
1035+001000+00
1005+00
1010+00
1015+00
1020+00
1025+00
1030+00
1035+00
1505+00
985+00
990+00
995+00
1000+00
1005+00
990+00
995+00
1000+00
1005+00
1010+00
1025+00
1030+00
1030+00
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725+00
730+00
735+00
740+00 745+00
750+00
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760+00
765+00
770+00
775+00
780+00 785+00790+00
795+00800+00
805+00810+00
815+00820+00
825+00
S 29^18’4
9.76"E
N 15^31’38.80"W
N 15^59’29.77"W
S 25^55’16.03"E
N 10^55’16.14"W
S 0^10’18.44"E
S 3^53’53.52"E
S 1^32’53.93"E
S 2^55’56.80"W
S 1^29’30.86"E
N 3^11’28.55"W
N 5^06’04.06"W
N 4^05’30.85"E
N 8^47’19.78"W
S 1^29’30.86"E
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TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
DALLAS COUNTY
WILLIAM L. HALE, P.E. DISTRICT ENGINEER
I.H. 635 MANAGED LANES PROJECT
SCHEMATIC
GARLAND
ROWLETT
MESQUITE
KLEBERG
CEDAR HILL
GRAND PRAIRIE
IRVING
CARROLLTON
ELLIS CO.
DENTON CO. COLLIN CO.
TA
RR
AN
T C
O.
KA
UF
MA
N C
O.
DALLAS
DALLAS CO.
190
190
161
161
161
161
COPPELLADDISON
FARMERS BRANCH
SACHSE
SUNNYVALE
BALCH
SPRINGS
LAWSON
SEAGOVILLEHUTCHINS
LANCASTERWILMER
DE SOTO
DUNCANVILLE
COCKRELL HILL
HIGHLAND
PARK
PARK
UNIVERSITY
121
635
114
1380
310
635
35
348354
482
183
356
12
183
356
183
30
80
260
77
366
354
303
20
1382
408 12
67
20
1382
67
1382
77
35
342
20
342
75
45
12
75
45 175
352
3067
80
12
20
635
20
352
372
66
78
5
635
244
12
75
289
12
635
80
67
67
30
80
80
30
35
77
RO
CK
WA
LL
C
O.
FUNCTIONAL CLASSIFICATION: URBAN INTERSTATE
PROJECT LOCATION MAP
N.T.S.
INDEX OF SHEETS:
PROJECT LOCATION
IH35E
FROM IH35E/IH635 INTERCHANGE TO
VALWOOD PKWY
STA 711+49.20 TO STA 823+00.00
PROJECT LOCATION
IH35E
FROM JOE’S CREEK TO
IH35E/IH635 INTERCHANGE
STA 984+18.40 TO STA 1153+81.75 BK
STA 684+00.00 AH TO STA 711+49.20
PROJECT LOCATION
LOOP 12
FROM NORTHWEST HIGHWAY
TO IH35E
STA 1498+60.73 TO STA 1512+42.00
FRONTAGE ROADS
60 MPH
50 MPH
60 MPH
45 MPH
ROADWAY TYPE
DIRECT CONNECTORS 50 MPH
45 MPH
GENERAL PURPOSE LANES
ELEVATED CONNECTORS
RAMPS, BY PASSES
DESIGN
SPEEDS
HOV/MANAGED LANES
ARTERIALS 40 MPH
COLLECTORS 30 MPH
CSJ: 2374-01-068, ETC.
NET LENGTH OF PROJECT = 14.58 MILES
75
JUNE 2008
EXISTING RIGHT-OF-WAY
PROPOSED BRIDGE
PLAN VIEW LEGEND
TRAFFIC ARROW (MANAGED HOV LANE)
PROPOSED GENERAL PURPOSE LANES (GP)
TRAFFIC ARROW
CURVE NAMERPSBDC12
2000 100
20100
SCALE (IN FEET)
SCALE (IN FEET)
HORIZ
VERT
400
30 40
PE# DATENAME
THESE DOCUMENTS ARE FOR INFORMATION ONLY AND NOT
INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES.
THEY WERE PREPARED BY OR UNDER THE DIRECTION OF:
PROJECT LOCATION
IH635
FROM LUNA ROAD TO GREENVILLE ROAD
STA 10533+63.00 TO STA 507+25.00
STA EQ: 10607+23.68 (BK) =40+00.00 (AHD)
ROLL 1- ROADWAY -
ROLL 2 - ROADWAY -
ROLL 3 - ROADWAY -
ROLL 4 - ROADWAY -
ROLL 5 - ROADWAY -
ROLL 6 - PROFILES -
ROLL 7 - PROFILES -
ROLL 8 - PROFILES -
ROLL 9 - PROFILES -
ROLL 10 - PROFILES -
ROLL 11 - PROFILES -
ROLL 12 - PROFILES -
ROLL 13 - PROFILES -
ROLL 14 - PROFILES -
ROLL 15 - PROFILES -
ROLL 16 - STRUCTURES -
ROLL 17 - STRUCTURES -
ROLL 18 - -
ROLL 19 - -
ROLL 20 -
SIGNING
-
ROLL 21 -
SIGNING
-
ROLL 22 -
SIGNING
-
ROLL 23 -
SIGNING
-
SIGNING
SIGNING
ROLL OF 23
RICHAROADON
IH 35E SOUTH OF IH 635 & LOOP 12
IH 35E NORTH OF IH 635 & SOUTH @ LOOP 12
IH 635 FROM LUNA ROAD TO EAST OF WEBB CHAPEL ROAD
IH 635 FROM EAST OF WEBB CHAPEL ROAD TO EAST OF WELCH ROAD
IH 635 FROM EAST OF WELCH ROAD TO EAST OF COIT ROAD
IH 35E DIRECT CONNECTORS
IH 35E DIRECT CONNECTORS & RAMPS
IH 635 BASELINE
IH 635 BASELINE & IH 635 WB FRONTAGE ROADS WEST OF DNT
IH 635 EB FRONTAGE ROADS WEST OF DNT
IH 635 EB/WB FRONTAGE ROADS EAST OF DNT
IH 635 RAMPS FROM JOSEY LANE TO DNT
IH 635 RAMPS
IH 635 RAMPS FROM MONTFORT ROAD EAST
IH 635 CROSS STREETS
UNDERPASSES, OVERPASSES & DIRECT CONNECTORS
WALLS & WIDENINGS
IH 35E SOUTH OF IH 635 & LOOP 12
IH 35E NORTH OF IH 635 & SOUTH @ LOOP 12
IH 635 FROM LUNA ROAD TO EAST OF WEBB CHAPEL ROAD
IH 635 FROM EAST OF WEBB CHAPEL ROAD TO EAST OF WELCH ROAD
IH 635 FROM EAST OF WELCH ROAD TO EAST OF COIT ROAD
IH 635 FROM EAST OF COIT ROAD TO EAST OF GREENVILLE AVE.
MICHAEL S. SHAPIRO 95139 07/03/08
TEXAS DEPARTMENT OF TRANSPORTATION
DALLAS DISTRICT
DALLAS COUNTY
WILLIAM L. HALE, P.E. DISTRICT ENGINEER
I.H. 635 MANAGED LANES PROJECT
SCHEMATIC
GARLAND
ROWLETT
MESQUITE
KLEBERG
CEDAR HILL
GRAND PRAIRIE
IRVING
CARROLLTON
ELLIS CO.
DENTON CO. COLLIN CO.
TA
RR
AN
T C
O.
KA
UF
MA
N C
O.
DALLAS
DALLAS CO.
190
190
161
161
161
161
COPPELLADDISON
FARMERS BRANCH
SACHSE
SUNNYVALE
BALCH
SPRINGS
LAWSON
SEAGOVILLEHUTCHINS
LANCASTERWILMER
DE SOTO
DUNCANVILLE
COCKRELL HILL
HIGHLAND
PARK
PARK
UNIVERSITY
121
635
114
1380
310
635
35
348354
482
183
356
12
183
356
183
30
80
260
77
366
354
303
20
1382
408 12
67
20
1382
67
1382
77
35
342
20
342
75
45
12
75
45 175
352
3067
80
12
20
635
20
352
372
66
78
5
635
244
12
75
289
12
635
80
67
67
30
80
80
30
35
77
RO
CK
WA
LL
C
O.
FUNCTIONAL CLASSIFICATION: URBAN INTERSTATE
PROJECT LOCATION MAP
N.T.S.
INDEX OF SHEETS:
PROJECT LOCATION
IH35E
FROM IH35E/IH635 INTERCHANGE TO
VALWOOD PKWY
STA 711+49.20 TO STA 823+00.00
PROJECT LOCATION
IH35E
FROM JOE’S CREEK TO
IH35E/IH635 INTERCHANGE
STA 984+18.40 TO STA 1153+81.75 BK
STA 684+00.00 AH TO STA 711+49.20
PROJECT LOCATION
LOOP 12
FROM NORTHWEST HIGHWAY
TO IH35E
STA 1498+60.73 TO STA 1512+42.00
FRONTAGE ROADS
60 MPH
50 MPH
60 MPH
45 MPH
ROADWAY TYPE
DIRECT CONNECTORS 50 MPH
45 MPH
GENERAL PURPOSE LANES
ELEVATED CONNECTORS
RAMPS, BY PASSES
DESIGN
SPEEDS
HOV/MANAGED LANES
ARTERIALS 40 MPH
COLLECTORS 30 MPH
CSJ: 2374-01-068, ETC.
NET LENGTH OF PROJECT = 14.58 MILES
75
JUNE 2008
EXISTING RIGHT-OF-WAY
PROPOSED BRIDGE
PLAN VIEW LEGEND
TRAFFIC ARROW (MANAGED HOV LANE)
PROPOSED GENERAL PURPOSE LANES (GP)
TRAFFIC ARROW
CURVE NAMERPSBDC12
2000 100
20100
SCALE (IN FEET)
SCALE (IN FEET)
HORIZ
VERT
400
30 40
PE# DATENAME
THESE DOCUMENTS ARE FOR INFORMATION ONLY AND NOT
INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES.
THEY WERE PREPARED BY OR UNDER THE DIRECTION OF:
PROJECT LOCATION
IH635
FROM LUNA ROAD TO GREENVILLE ROAD
STA 10533+63.00 TO STA 507+25.00
STA EQ: 10607+23.68 (BK) =40+00.00 (AHD)
ROLL 1- ROADWAY -
ROLL 2 - ROADWAY -
ROLL 3 - ROADWAY -
ROLL 4 - ROADWAY -
ROLL 5 - ROADWAY -
ROLL 6 - PROFILES -
ROLL 7 - PROFILES -
ROLL 8 - PROFILES -
ROLL 9 - PROFILES -
ROLL 10 - PROFILES -
ROLL 11 - PROFILES -
ROLL 12 - PROFILES -
ROLL 13 - PROFILES -
ROLL 14 - PROFILES -
ROLL 15 - PROFILES -
ROLL 16 - STRUCTURES -
ROLL 17 - STRUCTURES -
ROLL 18 - -
ROLL 19 - -
ROLL 20 -
SIGNING
-
ROLL 21 -
SIGNING
-
ROLL 22 -
SIGNING
-
ROLL 23 -
SIGNING
-
SIGNING
SIGNING
ROLL OF 23
RICHAROADON
IH 35E SOUTH OF IH 635 & LOOP 12
IH 35E NORTH OF IH 635 & SOUTH @ LOOP 12
IH 635 FROM LUNA ROAD TO EAST OF WEBB CHAPEL ROAD
IH 635 FROM EAST OF WEBB CHAPEL ROAD TO EAST OF WELCH ROAD
IH 635 FROM EAST OF WELCH ROAD TO EAST OF COIT ROAD
IH 35E DIRECT CONNECTORS
IH 35E DIRECT CONNECTORS & RAMPS
IH 635 BASELINE
IH 635 BASELINE & IH 635 WB FRONTAGE ROADS WEST OF DNT
IH 635 EB FRONTAGE ROADS WEST OF DNT
IH 635 EB/WB FRONTAGE ROADS EAST OF DNT
IH 635 RAMPS FROM JOSEY LANE TO DNT
IH 635 RAMPS
IH 635 RAMPS FROM MONTFORT ROAD EAST
IH 635 CROSS STREETS
UNDERPASSES, OVERPASSES & DIRECT CONNECTORS
WALLS & WIDENINGS
IH 35E SOUTH OF IH 635 & LOOP 12
IH 35E NORTH OF IH 635 & SOUTH @ LOOP 12
IH 635 FROM LUNA ROAD TO EAST OF WEBB CHAPEL ROAD
IH 635 FROM EAST OF WEBB CHAPEL ROAD TO EAST OF WELCH ROAD
IH 635 FROM EAST OF WELCH ROAD TO EAST OF COIT ROAD
IH 635 FROM EAST OF COIT ROAD TO EAST OF GREENVILLE AVE.
MICHAEL S. SHAPIRO 95139 07/03/08
1505+00
975+00
980+00
985+00
990+00
995+00
1000+00
1005+00 1010+00
1015+00
1020+00
1025+00
1030+00
1035+00
N 43^00’12.19"W
N 28^18’58.28"W
N 2
0^35’5
4.1
9"E
N 2
3^24’0
7.9
4"E
N 39^00’41.02"W N 42^24’18.30"W
N 30^43’02.71"W
N 21^14’16.98"W
N 39^03’16.88"W
N 41^36’39.91"W
N 44^12’55.63"W
N 51^55’04.55"W
N 41^17’43.73"W
N 30^13’05.45"W
N 43^59’58.75"W
N 39^23’33.49"W
N 40^17’32.57"WN 32^51’19.39"W
N 31^34’02.58"W
N 1
9^05’2
3.3
2"E
N 24^39’49.27"W
N 24^37’32.98"W
N 0^05’42.80"E
Wall
Wall
Wate
r
Wate
r
Wate
r
Wate
r
Wate
r
H-1
020
432.3
H-1
021
432.7
Pool
Pool
Pool
Sla
b
Gas F
iller C
aps
Reta
inin
g W
all
Sla
b
contro
l box
gas p
um
pair p
um
pstraffic
control b
ox
TYPICAL SECTIONN.T.S.
R.O
.W.
R.O
.W.
{ IH 35E (EXISTING)
VARIES
SECTION E
4’ SHLD
1’
RAIL
18’ WIDENING
VARIES
SECTION E
2 - 12’ LANES 8’
SHLD
IH 35E - NORTH OF CROWN ROAD
10’
SHLD
5-11’ GP LANES
(SB IH 35E)
5-11’ GP LANES
(NB IH 35E)
10’
SHLD
1’
RAILSHLD
} CONNECTOR
10’1’
RAIL
3 - 12’ LANES
SECTIONS B & C
7’
FUTURE
4’ SHLD
1’
RAIL
18’ WIDENING
SECTION E
2 - 12’ LANES8’
SHLD
1’
RAILSHLD
} CONNECTOR
1’
RAIL
3 - 12’ LANES
SECTIONS B & C
FUTURE
8’
SHLD
10’
38’ 38’
1’
RAIL
1’
RAIL
8’
SHLD
*
*
EXIST GROUNDEXIST GROUND
MAX=6%
*
* MAX=6%
EXISTING IH 35E PAVEMENT
8’
COLUMN
(TYPICAL)
FUTURE
COLUMN
(TYPICAL)
COLUMN
(TYPICAL)
FUTURE
COLUMN
(TYPICAL)
TYPICAL SECTION
4’ SHLD
38 OVERALL’
1’
RAIL
2 - 12’ LANE 8’ 1’
RAILSHLD
VARIES
} CONNECTOR
PGL
56’ OVERALL
3~12’ LANES
TYPICAL SECTION
1’
RAIL
1’
RAIL
8’
SHLD
10’
SHLD
VARIES
} CONNECTOR
PGL
4’ SHLD
TYPICAL SECTION
28’ OVERALL
14’
LANE
8’
SHLD
1’
RAIL
1’
RAIL
VARIES
} CONNECTOR
2%
TYPICAL SECTION
N.T.S.
SB LOOP 12 FRONTAGE ROAD
4:1 MAX4:1 MAX
2 - 12’ LANES
} SB FR
SINGLE LANE DIRECT CONNECTOR
TWO LANE DIRECT CONNECTOR THREE LANE DIRECT CONNECTOR
N.T.S.
N.T.S. N.T.S.
COLUMN
(TYPICAL)
COLUMN
(TYPICAL)
COLUMN
(TYPICAL)
TYPICAL SECTIONN.T.S.
R.O
.W.
R.O
.W.
{ IH 35E (EXISTING)
1’
RAILSHLD
} CONNECTOR
10’
18’ WIDENING
1’
RAIL
VARIES
SECTION E
38’
VARIES
SECTION E
3 - 12’ LANES
IH 35E - SOUTH OF CROWN ROAD
4’ SHLD
1’
RAIL
8’ 1’
RAILSHLD
2 - 12’ LANES
5-11’ GP LANES
(NB IH 35E)
5-11’ GP LANES
(SB IH 35E)
10’
SHLD
10’
SHLD
FUTURE
SECTION C
4’ SHLD
1’
RAIL
18’ WIDENING
SECTION E
2 - 12’ LANES8’
SHLD
1’
RAILSHLD
} CONNECTOR
1’
RAIL
3 - 12’ LANES
SECTIONS B & C
8’
SHLD
10’
38’
1’
RAIL
8’
SHLD
EXIST GROUND
EXIST GROUND
* MAX=6%
**
* MAX=6%
8’
EXISTING IH 35E PAVEMENT
COLUMN
(TYPICAL)
FUTURE
COLUMN
(TYPICAL)
FUTURE
COLUMN
(TYPICAL)
COLUMN
(TYPICAL)
NORTHING = 7,003,625.93
EASTING = 2,461,012.07
DEGREE OF CURVE = 1^ 59’ 59.47"
TANGENT = 276.08’
LENGTH = 550.46’
RADIUS = 2,865.00’
DELTA = 11^ 00’ 30.49" (RT)
PC STATION = 10+00.00
PT STATION = 15+50.46
PI STATION = 12+76.08
CURVE RPNBM-1
MA
TC
H L
IN
E I
H 3
5E
{ S
TA
1035+
00
EXIST SB IH 35E
EXIST NB IH 35E
NBNWH-1
DCNB35-1
NWSB-1
NBNWH-2
DCNB35-2
EXISTING R.O.W.
DCNB35-3
NBNWH-3
DCNB35-4
RPSB35ADC-3
EXISTING R.O.W.
DCNB35-5
PROPOSED R.O.W.
RPSB35ADC-5
PROPOSED R.O.W.
RPSB35ADC-4
NWSB-3 RPSB35ADC-2RPSB35ADC-1
EXISTING R.O.W.
NWSB-2
NORTHING = 6,999,861.32
EASTING = 2,463,185.12
DELTA = 7^ 42’ 08.92" (LT)
DEGREE OF CURVE = 1^ 59’ 59.47"
TANGENT = 192.87’
LENGTH = 385.15’
RADIUS = 2,865.00’
PC STATION = 991+09.02
PT STATION = 994+94.17
CURVE NWSB-1
CURVE DCNB35-2
NORTHING = 7,000,347.23
EASTING = 2,462,924.17
DELTA = 3^ 23’ 37.28" (LT)
DEGREE OF CURVE = 2^ 00’ 00.00"
TANGENT = 84.87’
LENGTH = 169.68’
RADIUS = 2,864.79’
PC STATION = 999+62.26
PT STATION = 1001+31.95
MA
TC
H L
IN
E I
H 3
5E
{ S
TA
725+
00
EXIST SB IH 35E
EXIST NB IH 35E
RPN35VV1-1
RPN35VV1-3
RPN35V-2
RPN35V-3END PROJECT
IH 35E STA 823+00.00
CSJ: 2374-01-068
RPN35VV2-1
RPN35VV2-2
{ IH 35E (EXISTING)
(CLIH35E)
{ IH 35E (EXISTING)
(RCL35E)
} NORTHBOUND IH 35 RAMP
FROM NORTHWEST HWY
(RPNB35NWH)
} SOUTHBOUND IH 35 RAMP
FROM NORTHWEST HWY
(RPNWSB35)
} SB IH 35 TO SB IH 35 (AT LOOP 12)
DIRECT CONNECTOR
(RPSB35ADC)
} IH 35 NB TO IH 635 EB
DIRECT CONNECTOR
(RPNB35DC)
} IH 35 SB TO IH 635 EB
DIRECT CONNECTOR
(RPEB635DC)
} IH 635 WB TO IH 35 NB
DIRECT CONNECTOR
(CONNWBLBJ)
} IH 35 NB TO IH 35
NB FRONTAGE ROAD/
VALLEY VIEW LANE
(RPN35VV1)} IH 35 NB FRONTAGE ROAD/
HARRY HINES ROAD TO IH 35 NB
(RPN35HH)
} RAMP FROM VALLEY VIEW LANE
TO IH 35 NB
(RPN35VV2)
} RAMP FROM IH 35 NB
TO VALWOOD PKWY
(RPN35V)
PI STATION = 993+01.88
PI STATION = 1000+47.13
RETAINING WALL C1R
RETAINING WALL C2R
RETAINING WALL C4R
RETAINING WALL C3R
BEGIN BRIDGE 2CBEGIN BRIDGE 1C
END BRIDGE 1C
BEGIN BRIDGE 3C
END BRIDGE 10B
END BRIDGE 9B
2 2
**
** SUPER ELEVATION
BEGIN BRIDGE 4C
END BRIDGE 4C
BEGIN BRIDGE 21B
END BRIDGE 21B
BEGIN BRIDGE 18B
END BRIDGE 18B
