CR 60 TO SH 6ftp.dot.state.tx.us/pub/txdot-info/hou/sh288_us59/cr60... · 2013-02-22 · c 1 2 2 +...
1
1 1 1 1 1 1 1 1 290 2440 2450 2730 180 2630 1030 1600 70 1100 1630 55 1685 1670 40 50 2450 2450 2440 POT 1980+00.00 1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 2025+00 2030+00 2035+00 2040+00 2045+00 2050+00 2055+00 2060+00 2065+00 2070+00 2075+00 2080+00 2085+00 2090+00 2095+00 2100+00 2105+00 2110+00 2115+00 2120+00 2125+00 2130+00 2135+00 2140+00 POT 0+00.00 0+ 00 5+00 10+00 15+00 20 +00 POT 22+63.32 EXI ST I NG CR 60 SH 99 PROPOSED GRAND PARKW AY CR 63 M AT CHL I NE ST A. 2140 + 00 BEGIN PROJECT AUX LANE BETWEEN RAMPS FRONTAGE ROAD DESIGN SPEED - 45 MPH (DESIRABLE) FRONTAGE ROAD DESIGN CRITERIA - RURAL COLLECTOR RAMP DESIGN SPEED - 45 MPH MAIN LANE/TOLL LANE DESIGN SPEED - 70 MPH MAIN LANE/TOLL LANE DESIGN CRITERIA - RURAL FREEWAY FUNCTIONAL CLASSIFICATION - RURAL PRINCIPAL ARTERIAL EXIT ONLY 99 FRTG RD Grand Parkway EXIT ONLY LEFT EXIT Houston 288 TOLL EXIT MILE 1 2 NORTH TOLL LANE Grand Parkway EXIT ONLY LEFT EXIT Houston 288 TOLL NORTH TOLL LANE EXIT ONLY 99 FRTG RD COUNTY RD 64 EXIT MILE 1 4 COUNTY RD 64 Grand Parkway EXIT ONLY EXIT MILE 1 99 TOLL 99 TOLL 99 TOLL BY OTHERS GRAND PARKWAY INTERCHANGE 12’ 12’ L C 74’ 74’ SH 288 EXISTING TYPICAL SECTION VARIES 6’ - 10’ 420’ EXISTING RIGHT-OF-WAY EXISTING EXISTING 24’ VARIES 6’ - 10’ EXISTING 24’ 2% USUAL 14’ 4’ 6’ 6 : 1 4 : 1 4: 1 4’ 24’ 8’ 36’ FRTG. RD. PROPOSED FRONTAGE ROADS 6 %MAX 2 %US UAL 12’ 12’ L C 12’ 74’ 2’ 74’ 24’ 12’ 24’ 12’ 12’ 24’ 12’ 24’ 12’ CR 60 (SH 99) TO SH 6 SH 288 ULTIMATE TYPICAL SECTION 2% USUAL PYLON 2% USUAL SSCB 2% USUAL 2% USUAL PYLON ENDS TOLL ROAD TOLL LANE EXIT TO TEXAS 288 ENDS TOLL ROAD 2 1 MILE 2 1 MILE 99 TOLL BEGIN SH 288 TOLLWAY PROPOSED RAMPS 2% USUAL 12’ 12’ 16’ SDWLK 12’ 6’ 2% USUAL 12’ 12’ SDWLK 12’ 6’ 2’ 2’ 104’ SSTR SSTR PROPOSED CR 63 OVERPASS 2415 610 1770 59 5 1435 1805 2 215 6 5 6 0 2 14 0 1100 435 1 0 00 1805 1410 10 30 21 5 0 480 1770 930 DRAINAGE EASEMENT ACCESS ROAD 1645 55 1620 85 1700 1100 1705 1635 65 60 1030 1645 5 7 0 16 4 5 1 63 5 565 2200 1 10 0 1 0 3 0 2140+00 2145+00 2150+00 2155+00 2160+00 2165+00 2170+00 2175+00 2180+00 2185+00 2190+00 2195+00 2200+00 2205+00 2210+00 2215+00 PC 2219+65.95 2220+00 2225+00 2230+00 2235+00 2240+00 2245+00 2250+00 POT 0+00.00 0+00 5+00 10+00 15+00 20+00 POT 22+66.04 POT 0+00.00 0+00 5+00 10+00 15+00 20+00 POT 22+34.79 2250+00 2255+00 2260+00 2265+00 2270+00 2275+00 2280+00 2285+00 2290+00 PT 2290+56.18 2295+00 2300+00 POT 0+00. 00 0+00 5+00 10+00 15+00 20+00 POT 23+29. 72 CR 64 CR 56 CR 57 M AT CHL I NE ST A. 2140 + 00 M AT CHL I NE ST A. 2 250 + 0 0 M AT CHL I NE ST A. 2250 + 00 M AT CHL I NE ST A. 2300 + 00 PROPOSED R.O.W. PROPOSED R.O.W. TOLL GANTRY AUX LANE BETWEEN RAMPS FRONTAGE ROAD DESIGN SPEED - 45 MPH (DESIRABLE) FRONTAGE ROAD DESIGN CRITERIA - RURAL COLLECTOR RAMP DESIGN SPEED - 45 MPH MAIN LANE/TOLL LANE DESIGN SPEED - 70 MPH MAIN LANE/TOLL LANE DESIGN CRITERIA - RURAL FREEWAY FUNCTIONAL CLASSIFICATION - RURAL PRINCIPAL ARTERIAL County Rd 56 County Rd 56 EXIT MILE 1 4 County Rd 63 County Rd 63 EXIT MILE 1 4 County Rd 57 County Rd 57 EXIT MILE 1 4 LEFT LANE ENTRANCE 288 TOLL TOLL LANE MILE TOLL LANE EXIT TO 6 County Rd 48 1 2 MILE LEFT LANE ENTRANCE 288 TOLL TOLL LANE 1 MILE TOLL LANE EXIT TO 6 County Rd 48 1 MILE 1 2 TOLL LANE EXIT TO 6 County Rd 48 ENTRANCE 288 TOLL TOLL LANE LEFT LANE ENTRANCE 288 TOLL TOLL LANE LEFT LANE ENTRANCE 288 TOLL TOLL LANE LEFT LANE ENTRANCE 288 TOLL TOLL LANE LEFT LANE TOLL LANE EXIT TO County Rd 64 County Rd 56 EXIT MILE 1 4 County Rd 64 County Rd 56 County Rd 64 County Rd 56 County Rd 57 EXIT MILE 1 4 County Rd 48 12’ 12’ L C 74’ 74’ SH 288 EXISTING TYPICAL SECTION VARIES 6’ - 10’ 420’ EXISTING RIGHT-OF-WAY EXISTING EXISTING 24’ VARIES 6’ - 10’ EXISTING 24’ 2% USUAL 14’ 4’ 6’ 6 : 1 4 : 1 4: 1 4’ 24’ 8’ 36’ FRTG. RD. 20’ (MIN) PROPOSED FRONTAGE ROADS PROPOSED R. O. W . 6 %MAX 2 %US UAL 6 : 1 4 : 1 4: 1 4’ 24’ 8’ 36’ FRTG. RD. 20’ (MIN) PROPOSED FRONTAGE ROADS PROPOSED R. O. W . 6 %MAX 2 %US UAL TOLL ACCESS ZONE 12’ 12’ L C 74’ 2’ 74’ 24’ 24’ 12’ 24’ 24’ 12’ 2% USUAL 2% USUAL SSCB 2% USUAL 2% USUAL 11’ 14’ ZONE ACCESS 11’ 14’ ZONE ACCESS TOLL ACCESS ZONE SH 288 ULTIMATE TYPICAL SECTION PROPOSED RAMPS 2% USUAL 12’ 12’ 16’ SDWLK 12’ 6’ 2% USUAL 12’ 12’ SDWLK 12’ 6’ 2’ 2’ 104’ SSTR SSTR PROPOSED CR 64 OVERPASS 12’ 12’ L C 12’ 74’ 2’ 74’ 24’ 12’ 24’ 12’ 12’ 24’ 12’ 24’ 12’ CR 60 (SH 99) TO SH 6 SH 288 ULTIMATE TYPICAL SECTION 2% USUAL PYLON 2% USUAL SSCB 2% USUAL 2% USUAL PYLON 2% USUAL 12’ 12’ 16’ SDWLK 12’ 6’ 2% USUAL 12’ 12’ SDWLK 12’ 6’ 2’ 2’ 104’ SSTR SSTR PROPOSED CR 56 OVERPASS 2% USUAL 12’ 12’ 16’ SDWLK 12’ 6’ 2% USUAL 12’ 12’ SDWLK 12’ 6’ 2’ 2’ 104’ SSTR SSTR PROPOSED CR 57 OVERPASS 375 1980 185 190 1410 180 210 1435 2145 245 2170 1435 1410 2145 220 2365 2300+00 2305+00 2310+00 2315+00 2320+00 2325+00 2330+00 2335+00 2340+00 2345+00 2350+00 2355+00 2360+00 2365+00 2370+00 2375+00 2380+00 2385+00 2390+00 2395+00 2400+00 2405+00 M AT CHL I NE ST A. 2300 + 00 SH 6 CR 48 CR 81 TOLL GANTRY PROPOSED OVERPASS BNSF RR EXISTING R.O.W. FRONTAGE ROAD DESIGN SPEED - 45 MPH (DESIRABLE) FRONTAGE ROAD DESIGN CRITERIA - RURAL COLLECTOR RAMP DESIGN SPEED - 45 MPH MAIN LANE/TOLL LANE DESIGN SPEED - 70 MPH MAIN LANE/TOLL LANE DESIGN CRITERIA - RURAL FREEWAY FUNCTIONAL CLASSIFICATION - RURAL PRINCIPAL ARTERIAL CS J : 0598 - 02 - 093 END ULT I M ATE S E CT I ON - S H 99 T O S H 6 County Rd 48 EXIT MILE 1 4 County Rd 57 EXIT MILE 1 6 TOLL LANE EXIT TO County Rd 64 County Rd 56 EXIT MILE 1 2 LEFT LANE ENTRANCE 288 TOLL TOLL LANE MILE 1 2 EXIT MILE 1 4 6 6 LEFT LANE ENTRANCE 288 TOLL TOLL LANE 1 MILE TOLL LANE EXIT TO 1 MILE County Rd 64 County Rd 56 Sugar Land Alvin Sugar Land Alvin Sugar Land Alvin 12’ 12’ L C 74’ 74’ SH 288 EXISTING TYPICAL SECTION VARIES 6’ - 10’ 420’ EXISTING RIGHT-OF-WAY EXISTING EXISTING 24’ VARIES 6’ - 10’ EXISTING 24’ 12’ 12’ L C 12’ 74’ 2’ 74’ 24’ 12’ 24’ 12’ 12’ 24’ 12’ 24’ 12’ CR 60 (SH 99) TO SH 6 SH 288 ULTIMATE TYPICAL SECTION 2% USUAL PYLON 2% USUAL SSCB 2% USUAL 2% USUAL PYLON 2% USUAL 14’ 4’ 6’ PROPOSED RAMPS 5’ SDWLK 3’ MIN. SIDEWALKS PROPOSED CROSS STREET SIDEWALKS PROPOSED CONNECTING SIDEWALKS PROPOSED CONNECTING 4 S UBJ ECT T O CHANG E P REL I M I NARY TEXAS DEP ART M ENT O F T RANSP O RT AT I ON L I MI T S T O: CR 60 L I MI T S F ROM: US 59 COUNT Y: HARRI S/ BRAZ ORI A ROADW AY: SH 288 PREPARED BYPGANT FLE LOCATONHpr oe v / SH288/ PUBLC HEARNG 4 S UBJ ECT T O CHANG E P REL I M I NARY TEXAS DEP ART M ENT O F T RANSP O RT AT I ON L I MI T S T O: CR 60 L I MI T S F ROM: US 59 COUNT Y: HARRI S/ BRAZ ORI A ROADW AY: SH 288 PREPARED BYPGANT FLE LOCATONHpr oe v / SH288/ PUBLHEARNG 400 300 200 100 0 SCHEMATIC LAYOUT SH 288 LIMITS TO: CR 60 LIMITS FROM: US 59 COUNTY: HARRIS/BRAZORIA ,P.E. TBPE NO. NOT A BIDDING DOCUMENT LEGEND TRAFFIC COUNT YEAR ( ) DHV EXISTING LANE INDICATOR EXISTING ROADWAY TO BE REMOVED EXISTING ROADWAY EXISTING RIGHT-OF-WAY PLANIMETRIC CONTROL OF ACCESS PROPOSED RIGHT-OF-WAY PROPOSED LANE INDICATOR PROPOSED STRIPING PROPOSED SIDEWALKS PROPOSED NOISE WALL PROPOSED BRIDGE BENTS PROPOSED RETAINING WALL PROPOSED EMBANKMENT PROPOSED DIRECT CONNECTOR PROPOSED RAMPS PROPOSED FRONTAGE ROADS PROPOSED TOLL LANES PROPOSED MAIN LANES 1 1 1 2 1 1 2 5 1 1 2 5 2 6 2 2 2 5 2 2 BLACK -0 BLACK -0 BLACK -0 GREEN -2 BLACK -0 GREEN -2 RED -3 BLACK -0 BLACK -0 ORANGE -6 MAGENTA -200 MAGENTA -37 RED -3 RED -3 RED -3 ORANGE -6 BLUE -1 BLUE -1 PURPLE -60 BLACK -0 DESCRIPTION SYMBOLOGY WEIGHT COLOR CODE 000000 COLORFILL LEGEND MAIN LANES TOLL LANES FRONTAGE ROAD/RAMPS DIRECT CONNECTOR BRIDGE DESIGN CRITERIA SCALE CSJ: 0912-00-262 DATE: 03/05/2013 APPROVED: / / RAMP DESIGN SPEED: 45 MPH FRONTAGE ROAD DESIGN SPEED: 45 MPH FRONTAGE ROAD DESIGN CRITERIA: COLLECTPR MAIN LANE DESIGN SPEED: 70 MPH / 60 MPH MAIN LANE DESIGN CRITERIA: FREEWAY FUNCTIONAL CLASSIFICATION: FREEWAY CR 60 TO SH 6 TE XA S 288 288 TOLL P RO P O S E D S H 288 T O LL L ANE S 1 1 TE XA S 288 288 TOLL P RO P O S E D S H 288 T O LL L ANE S
Transcript of CR 60 TO SH 6ftp.dot.state.tx.us/pub/txdot-info/hou/sh288_us59/cr60... · 2013-02-22 · c 1 2 2 +...
1
1 1
1
1
1
1
1
290
2440
2450
2730
180
2630
1030
1600
70
1100
1630
55
1685
1670
40
50
2450 2450
2440
PO
T 1980
+00.00
1980+00 1985+00 1990+00 1995+00 2000+00 2005+00 2010+00 2015+00 2020+00 2025+00 2030+00 2035+00 2040+00 2045+00 2050+00 2055+00 2060+00 2065+00 2070+00 2075+00 2080+00 2085+00 2090+00 2095+00 2100+00 2105+00 2110+00 2115+00 2120+00 2125+00 2130+00 2135+00 2140+00
PC 1212
+66.75
PT 1214
+76.19
1215+00
PC 1218
+98.30
1220+00
PT 1223
+19.14
PO
T 1224
+76.35
PO
T 12020
+66.91
12025+00 12030+00 12035+00 12040+00 12045+00
PC 12045
+53.05
PT 12049
+71.93
12050+00
PC 12052
+87.00
12055+00
PT 12055
+50.96
PO
T 12085
+35.36
12090+00
12095+00 PC 12099
+04.69
12100+00
PT 12100
+09.41
PC 12126
+12.54
PT 12128
+21.98
12130+00
PC 12132
+05.22
12135+00
PT 12136
+23.55
PO
T 12020
+99.10
12025+00
PI 12025
+97.63
12030+00
12035+00
PI 12035
+77.73
PC 12037
+91.92
12040+00 PT 12041
+07.93
PC 12042
+90.88
12045+00
PT 12046
+05.04
12050+00
12055+00
PO
T 12055
+55.23
PO
T 12102
+18.88
12105+00
PC 12109
+78.84
12110+00
PT 12111
+88.28
POT 0+00.00
0+00
5+00
10
+00
15
+00
20
+00
POT 22+63.32
EXIS
TIN
G C
R 6
0
SH 9
9P
RO
PO
SE
D G
RA
ND P
AR
KW
AY
CR 6
3
MA
TC
HLIN
E S
TA. 2140+00
BEGIN PROJECT
AUX LANE BETWEEN RAMPS
FRONTAGE ROAD DESIGN SPEED - 45 MPH (DESIRABLE)FRONTAGE ROAD DESIGN CRITERIA - RURAL COLLECTORRAMP DESIGN SPEED - 45 MPHMAIN LANE/TOLL LANE DESIGN SPEED - 70 MPHMAIN LANE/TOLL LANE DESIGN CRITERIA - RURAL FREEWAYFUNCTIONAL CLASSIFICATION - RURAL PRINCIPAL ARTERIAL
EXIT ONLY
TEXAS
99 FRTG RD
Grand Parkway
EXIT ONLY
LEFT EXIT
Houston
288TOLL
EXIT MILE12
NORTH
TOLL LANE
Grand Parkway
EXIT ONLY
LEFT EXIT
Houston
288TOLL
NORTH
TOLL LANE
EXIT ONLY
TEXAS
99 FRTG RD
COUNTY RD 64
EXIT MILE14
COUNTY RD 64
Grand Parkway
EXIT ONLY
EXIT MILE1
99TOLL99
TOLL
99TOLL
BY OTHERSGRAND PARKWAY INTERCHANGE
12’ 12’
LC74’ 74’
SH 288 EXISTING TYPICAL SECTION
VARIES 6’ - 10’
420’ EXISTING RIGHT-OF-WAY
EXISTING EXISTING
24’
VARIES 6’ - 10’
EXISTING
24’
2% USUAL
14’4’ 6’
6:1
4:1
4:1
4’24’ 8’
36’FRTG. RD.
PROPOSED FRONTAGE ROADS
6% MAX
2% USUAL
12’ 12’
LC
12’
74’
2’
74’
24’ 12’ 24’ 12’ 12’ 24’12’24’12’
CR 60 (SH 99) TO SH 6SH 288 ULTIMATE TYPICAL SECTION
2% USUAL
PYLON
2% USUAL
SSCB
2% USUAL
2% USUAL
PYLON
ENDS
TOLL ROAD
TOLL LANE
EXIT TO
TEXAS
288ENDS
TOLL ROAD
21 MILE 2
1 MILE
99TOLL
BEGIN SH 288 TOLLWAY
PROPOSED RAMPS
2% USUAL
12’12’16’
SDWLK
12’ 6’
2% USUAL
12’ 12’
SDWLK
12’6’ 2’ 2’104’
SSTRSSTR
PROPOSED CR 63 OVERPASS
2415
610
1770
595
1435
1805
2215
65
60
2140
1100
435
1000
1805
1410
1030
2150
480
1770
930
DR
AI
NA
GE E
ASE
ME
NT
ACCESS ROAD
1645
55
1620
85
1700
1100
1705
1635
65
60
1030
1645
570
1645
1635
565
2200
1100
1030
2140+00 2145+00 2150+00 2155+00 2160+00 2165+00 2170+00 2175+00 2180+00 2185+00 2190+00 2195+00 2200+00 2205+00 2210+00 2215+00
PC 2219
+65.95
2220+00
2225+00
2230+00
2235+00
2240+00
2245+00
2250+00
PO
T 12148
+11.25
12150+00
12155+00
PC 12157
+00.44
PT 12158
+58.50
PC 12173
+31.70
PT 12174
+36.42
12175+00
12180+00
12185+00
PO
T 12188
+48.41
PC 12223+66.06
12225+00
12230+00
PT 12232
+67.82
PC 12233
+45.87
12235+00
12240+00
12245+00
PT 12245
+44.51
PO
T 12151
+33.72
12155+00
PC 12159
+87.56
12160+00
PT 12161
+44.64
PC 12224+58.13
12225+00
12230+00
PT 12231
+74.76
12235+00
PC 12237
+54.18
PT 12239
+24.00
PC 12176
+46.03
PT 12177
+50.75
12180+00
12185+00
12190+00
PO
T 12191
+68.48
= 12237
+54.18
POT 0+00.00
0+00
5+00
10
+00
15
+00
20
+00
POT 22+66.04
POT 0+00.00
0+00
5+00
10
+00
15
+00
20
+00
POT 22+34.79
2250
+00
2255
+00
2260+00
2265+00
2270+00
2275+00
2280+00
2285+00
2290+00
PT 2290
+56.18
2295+00 2300+00
PC 12253
+47.73
1225
5+00
12260+00
PT 12260
+36.22
PC 12261
+66.13
12265+00
12270+00
PT 12271+59.58
PC 12283+36.08
12285+00
PT 12288
+99.08
12290+00
PC 12291
+89.13
12295+00
PT 12298
+00.00
PC 12276+78.76
12280+00
12285+00
PT 12285
+57.46
12290+00
PC 12290
+41.10
PT 12292
+50.54
PC 12293
+64.25
12295+00 PT 12298
+87.84
PC 12252
+17.97
PT 12254
+82.27
1225
5+00
PC 12257
+62.04
1226
0+00
12265+00
PT 12265+39.11
POT 0+00.00
0+00
5+00
10+00
15+00
20+00
POT 23+29.72
CR 6
4
CR 5
6
CR 57
MA
TC
HLIN
E S
TA. 2
140+00
MA
TC
HLIN
E S
TA. 2250+00
MA
TC
HLIN
E S
TA. 2
250+00
MA
TC
HLIN
E S
TA. 2300+00
PROPOSED R.O.W.
PROPOSED R.O.W.
TOLL GANTRY
AUX LANE BETWEEN RAMPS
FRONTAGE ROAD DESIGN SPEED - 45 MPH (DESIRABLE)FRONTAGE ROAD DESIGN CRITERIA - RURAL COLLECTORRAMP DESIGN SPEED - 45 MPHMAIN LANE/TOLL LANE DESIGN SPEED - 70 MPHMAIN LANE/TOLL LANE DESIGN CRITERIA - RURAL FREEWAYFUNCTIONAL CLASSIFICATION - RURAL PRINCIPAL ARTERIAL
County Rd 56County Rd 56
EXIT MILE14
County Rd 63 County Rd 63
EXIT MILE14
County Rd 57
County Rd 57
EXIT MILE14
LEFT LANE
ENTRANCE
288TOLL
TOLL LANE
MILE
TOLL LANE
EXIT TO
TEXAS
6
County Rd 48
12
MILE
LEFT LANE
ENTRANCE
288TOLL
TOLL LANE
1 MILE
TOLL LANE
EXIT TO
TEXAS
6
County Rd 48
1 MILE
12
TOLL LANE
EXIT TO
TEXAS
6
County Rd 48
ENTRANCE
288TOLL
TOLL LANE
LEFT LANE
ENTRANCE
288TOLL
TOLL LANE
LEFT LANE
ENTRANCE
288TOLL
TOLL LANE
LEFT LANE
ENTRANCE
288TOLL
TOLL LANE
LEFT LANE
TOLL LANE
EXIT TO
County Rd 64
County Rd 56
EXIT MILE14
County Rd 64
County Rd 56
County Rd 64
County Rd 56
County Rd 57
EXIT MILE14
County Rd 48
12’ 12’
LC74’ 74’
SH 288 EXISTING TYPICAL SECTION
VARIES 6’ - 10’
420’ EXISTING RIGHT-OF-WAY
EXISTING EXISTING
24’
VARIES 6’ - 10’
EXISTING
24’
2% USUAL
14’4’ 6’
6:1
4:1
4:1
4’24’ 8’
36’FRTG. RD.
20’ (MIN)
PROPOSED FRONTAGE ROADS
PR
OP
OS
ED R.O.W.
6% MAX
2% USUAL
6:1
4:1
4:1
4’24’ 8’
36’FRTG. RD.
20’ (MIN)
PROPOSED FRONTAGE ROADS
PR
OP
OS
ED R.O.W.
6% MAX
2% USUAL
TOLL ACCESS ZONE
12’ 12’
LC74’
2’
74’
24’ 24’ 12’ 24’24’12’
2% USUAL
2% USUAL
SSCB
2% USUAL
2% USUAL
11’14’
ZONEACCESS
11’ 14’
ZONEACCESS
TOLL ACCESS ZONESH 288 ULTIMATE TYPICAL SECTION
PROPOSED RAMPS
2% USUAL
12’12’16’
SDWLK
12’ 6’
2% USUAL
12’ 12’
SDWLK
12’6’ 2’ 2’104’
SSTRSSTR
PROPOSED CR 64 OVERPASS
12’ 12’
LC
12’
74’
2’
74’
24’ 12’ 24’ 12’ 12’ 24’12’24’12’
CR 60 (SH 99) TO SH 6SH 288 ULTIMATE TYPICAL SECTION
2% USUAL
PYLON
2% USUAL
SSCB
2% USUAL
2% USUAL
PYLON
2% USUAL
12’12’16’
SDWLK
12’ 6’
2% USUAL
12’ 12’
SDWLK
12’6’ 2’ 2’104’
SSTRSSTR
PROPOSED CR 56 OVERPASS
2% USUAL
12’12’16’
SDWLK
12’ 6’
2% USUAL
12’ 12’
SDWLK
12’6’ 2’ 2’104’
SSTRSSTR
PROPOSED CR 57 OVERPASS
375
1980
185
190
1410
180
210
1435
2145
245
2170
1435
1410
2145
220
2365
2300+00 2305+00 2310+00 2315+00 2320+00 2325+00 2330+00 2335+00 2340+00 2345+00 2350+00 2355+00 2360+00 2365+00 2370+00 2375+00 2380+00 2385+00 2390+00 2395+00 2400+00 2405+00
PC 12306
+74.40
12310+00
PT 12310
+23.47
PO
T 12313
+68.08
12315+00
PO
T 12317
+18.92
PO
T 12362
+84.03
12365+00
12370+00
PC 12373
+88.92
12375+00
PT 12375
+96.15
12380+00
PO
T 12380
+39.87
PC 12307
+27.01
12310+00
PT 12310
+76.08
PO
T 12314
+42.14
12315+00
PO
T 12316
+73.02
PC 12369
+31.45
12370+00
PT 12370
+98.72
12375+00
12380+00
12385+00
12390+00
12395+00
12400+00
PO
T 12401
+21.60
MA
TC
HLIN
E S
TA. 2
300+00
SH 6
CR 48
CR 81
TOLL GANTRY
PROPOSED OVERPASS
BN
SF R
R
EXISTING R.O.W.
FRONTAGE ROAD DESIGN SPEED - 45 MPH (DESIRABLE)FRONTAGE ROAD DESIGN CRITERIA - RURAL COLLECTORRAMP DESIGN SPEED - 45 MPHMAIN LANE/TOLL LANE DESIGN SPEED - 70 MPHMAIN LANE/TOLL LANE DESIGN CRITERIA - RURAL FREEWAYFUNCTIONAL CLASSIFICATION - RURAL PRINCIPAL ARTERIAL
CSJ: 0598-0
2-0
93
EN
D U
LTIM
AT
E S
EC
TIO
N - S
H 9
9 T
O S
H 6
County Rd 48
EXIT MILE14
County Rd 57
EXIT MILE1
TEXAS
6
TOLL LANE
EXIT TO
County Rd 64
County Rd 56
EXIT MILE12
LEFT LANE
ENTRANCE
288TOLL
TOLL LANE
MILE12
EXIT MILE14
TEXAS
6TEXAS
6
LEFT LANE
ENTRANCE
288TOLL
TOLL LANE
1 MILE
TOLL LANE
EXIT TO
1 MILE
County Rd 64
County Rd 56
Sugar Land
AlvinSugar Land
Alvin
Sugar Land
Alvin
12’ 12’
LC74’ 74’
SH 288 EXISTING TYPICAL SECTION
VARIES 6’ - 10’
420’ EXISTING RIGHT-OF-WAY
EXISTING EXISTING
24’
VARIES 6’ - 10’
EXISTING
24’
12’ 12’
LC
12’
74’
2’
74’
24’ 12’ 24’ 12’ 12’ 24’12’24’12’
CR 60 (SH 99) TO SH 6SH 288 ULTIMATE TYPICAL SECTION
2% USUAL
PYLON
2% USUAL
SSCB
2% USUAL
2% USUAL
PYLON2% USUAL
14’4’ 6’
PROPOSED RAMPS
5’
SDWLK
3’ MIN.
SIDEWALKSPROPOSED CROSS STREET
SIDEWALKSPROPOSED CONNECTING
SIDEWALKSPROPOSED CONNECTING
4
SU
BJE
CT T
O C
HA
NG
E
PR
ELIM
INA
RY
TE
XA
S D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
ATIO
NLIM
ITS T
O:
CR 6
0
LIM
ITS F
RO
M:
US 5
9
CO
UN
TY: H
AR
RIS/B
RA
ZO
RIA
RO
AD
WA
Y: S
H 2
88
PR
EP
AR
ED B
Y: P
GA
NT
FIL
E L
OC
ATIO
N:
H:/projdev/S
H288/P
UB
LIC H
EA
RIN
G
4
SU
BJE
CT T
O C
HA
NG
E
PR
ELIM
INA
RY
TE
XA
S D
EP
AR
TM
EN
T O
F T
RA
NS
PO
RT
ATIO
NLIM
ITS T
O:
CR 6
0
LIM
ITS F
RO
M:
US 5
9
CO
UN
TY: H
AR
RIS/B
RA
ZO
RIA
RO
AD
WA
Y: S
H 2
88
PR
EP
AR
ED B
Y: P
GA
NT
FIL
E L
OC
ATIO
N:
H:/projdev/S
H288/P
UB
LIC H
EA
RIN
G
4003002001000
SCHEMATIC LAYOUT
SH 288
LIMITS TO: CR 60
LIMITS FROM: US 59
COUNTY: HARRIS/BRAZORIA
,P.E.
TBPE NO.
NOT A BIDDING DOCUMENT
LEGEND
TRAFFIC COUNT YEAR ( ) DHV
EXISTING LANE INDICATOR
EXISTING ROADWAY TO BE REMOVED
EXISTING ROADWAY
EXISTING RIGHT-OF-WAY
PLANIMETRIC
CONTROL OF ACCESS
PROPOSED RIGHT-OF-WAY
PROPOSED LANE INDICATOR
PROPOSED STRIPING
PROPOSED SIDEWALKS
PROPOSED NOISE WALL
PROPOSED BRIDGE BENTS
PROPOSED RETAINING WALL
PROPOSED EMBANKMENT
PROPOSED DIRECT CONNECTOR
PROPOSED RAMPS
PROPOSED FRONTAGE ROADS
PROPOSED TOLL LANES
PROPOSED MAIN LANES
1
1
1
2
1
1
2
5
1
1
2
5
2
6
2
2
2
5
2
2
BLACK -0
BLACK -0
BLACK -0
GREEN -2
BLACK -0
GREEN -2
RED -3
BLACK -0
BLACK -0
ORANGE -6
MAGENTA -200
MAGENTA -37
RED -3
RED -3
RED -3
ORANGE -6
BLUE -1
BLUE -1
PURPLE -60
BLACK -0
DESCRIPTION SYMBOLOGY WEIGHT COLOR CODE
000000
COLORFILL LEGENDMAIN LANES
TOLL LANES
FRONTAGE ROAD/RAMPS
DIRECT CONNECTOR
BRIDGE
DESIGN CRITERIA
SCALE
CSJ: 0912-00-262
DATE: 03/05/2013
APPROVED: / /
RAMP DESIGN SPEED: 45 MPH
FRONTAGE ROAD DESIGN SPEED: 45 MPH
FRONTAGE ROAD DESIGN CRITERIA: COLLECTPR
MAIN LANE DESIGN SPEED: 70 MPH / 60 MPH
MAIN LANE DESIGN CRITERIA: FREEWAY
FUNCTIONAL CLASSIFICATION: FREEWAY
CR 60 TO SH 6
TEXAS
288
288
TO
LL
PR
OP
OS
ED S
H 2
88 T
OLL L
AN
ES
1 1
TEXAS
288
288
TO
LL
PR
OP
OS
ED S
H 2
88 T
OLL L
AN
ES
![[XLS] · Web view1 1 1 2 3 1 1 2 2 1 1 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 1 2 2 3 5 1 1 1 1 34 1 1 1 1 1 1 1 1 1 1 240 2 1 1 1 1 1 2 1 3 1 1 2 1 2 5 1 1 1 1 8 1 1 2 1 1 1 1 2 2 1 1 1 1](https://static.fdocuments.in/doc/165x107/5ad1d2817f8b9a05208bfb6d/xls-view1-1-1-2-3-1-1-2-2-1-1-1-1-1-1-2-1-1-1-1-1-1-2-1-1-1-1-2-2-3-5-1-1-1-1.jpg)
