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SWANSON REALTY LTD.
TEM-KIL CO., INC.
CBOCS TEXAS LIMITED PARTNERSHIP
DOWNSTREAM PARTNERS L.P.
BELLMEAD STATE BANK
STREET DEDICATION
TRI-CITIES ADDITION
TO THE CITY OF BELLMEAD
LUBY’S RESTAURANTS LIMITED PARNERSHIP
TRI-CITIES ADDITION SUBDIVISION
TRI-CITIES ADDITION, VOL. 1868, PG. 51,
CAMPBELL GIRLS PARTNERSHIP NO. 2, LTD.
DIAMOND SHAMROCK
STATIONS, INC.
PALUXY ROAD HEALTH
CARE, INC. &
HEALTH FACILITIES
CREDIT CORPORATION
SAFEWAY STORES 83, INC.
WAL-MART ADDITION
TO THE CITY OF BELLMEAD
POPEYE’S OF LAREDO
WAL-MART
ADDITION
TO THE CITY
OF BELLMEAD
HOME DEPOT U.S.A., INC.
A. LEON THOMPSON, JR., TRUSTEE
HUMBLE OIL & REFINING COMPANY
TYLER W. PAYTON, JR.
AND WILLIAM BERTRAND PAYTON
PATRICK J. WILLIAMS JR.
FRED A WILLIAMS
THE CITY OF
BELLMEAD, TEXAS
MR W FIREWORKS
INCORPORATED
ELIZA BRINKLEY
CATALICIO PEREZ
SKYLINE TERRACE
JOSE C. TAPIA AND JOSEPHINE TAPIA,
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CAROLYN D. MULLIGAN
SYLVIA BARRETT &
SAMMIE PETTERSON
EVO D. MARINI
NEWTON HARRIS ADDITION
NEWTON HARRIS PAUL A. JOHNSON
& SHIRLEY D. JOHNSONROBERT OWEN
& VICKI HOLMAN
WILSON OXYGEN AND SUPPLY CO.
BRAD MELNICK AND
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ROBERT E.
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850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00
PC
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2910+00
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2925+00
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PC
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61.7
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N8^21’31.54"E
N0^26’12.71"E
N9^18’42.35"E
N2^37’44.47"W
N5^51’5
4.96"W
N20^38’45.46"E
N22^08’11.37"E
N15^13’15.64"E
N20^50’31.70"EN24^59’11.21"E N15^42’15.18"E
N20^37’59.88"E
N22^05’01.49"E
N20^37’59.88"EN15^55’20.88"E
N24^17’34.67"E
N21^05’29.15"E
10+00
15+00
20+00 10+00 15+00 20+00
25+00
30+00
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AM
ROADWAY 2030 ADT DESIGN SPEED
N
0 100 500300
0 20 60 FT (VERTICAL)
FT (HORIZONTAL)
Texas Department of Transportation
VICINITY MAPNO SCALE
PREPARED UNDER THE SUPERVISION OF
CONCURRENCE
DISTRICT ENGINEER DATE
DIRECTOR OF TRANSPORTATION
PLANNING & DEVELOPMENT
DATE
AREA ENGINEER DATE
MILTON W. RICHTER, P.E. 37672 10/17/08
PROJECT MANAGER PE# DATE
ROLL OF 3
100
PR
OF
ES
SIONAL ENG
I
NE
ER
REGISTERED
S
TA
TE OF TEX
A
S
37672
MILTON W. RICHTER
FUNCTIONAL CLASS: RURAL FREEWAY
DESIGN SPEED: 70 MPH MAIN LANES
40 MPH URBAN FRONTAGE ROADS
50 MPH RURAL FRONTAGE ROADS
45 MPH URBAN RAMPS
50 MPH RURAL RAMPS
NB AND SB IH 35
NB AND SB URBAN FRONTAGE
NB AND SB RURAL FRONTAGE
MEYERS LANE
CRAVEN AVE
FM 2417 (CREST DR)
BUSINESS 77
FM 308 (ELM MOTT LN)
HILLTOP / OLD DALLAS RD
ROSS ROAD
FM 3149 (TOURS ROAD)
WIGGINS ROAD
FM 1858 (TOKIO RD)
51300
17500
17500
2500
3900
9000
5500
2600
400
500
700
400
1300
70 MPH
40 MPH
50 MPH
40 MPH
40 MPH
40 MPH
45 MPH
30 MPH
30 MPH
40 MPH
50 MPH
40 MPH
50 MPH
IH 35 CL STA 860+00
BEGIN PROJECT
BEGIN CSJ: 0015-01-180
IH 35 CL STA 1038+00
END CSJ: 0015-01-180
BEGIN CSJ: 0014-09-080
IH 35 CL STA 1171+00
END CSJ: 0014-09-080
BEGIN CSJ: 0014-08-075
IH 35 CL STA 1563+45
END PROJECT
END CSJ: 0014-08-075
WACO DISTRICT
IH 35 CORRIDOR
McLENNAN COUNTY
SECTION 5 - SCHEMATIC, PART A
OCTOBER 17, 2008
FROM: LOOP 340 TO: FM 1858
PROJECT LENGTH: 13.5 MILES
CSJ: 0015-01-180, 0014-09-080, 0014-08-075
SCALE = 1:100 (HORIZONTAL)
SCALE = 1:20 (VERTICAL)
CL
MEYERS LN
CL
CRAVEN AVE
CL
RR TRACK
EXISTING SBML
EXISTING NBML
EXIST 3-7’x3’
FL 476.41
15
.5’
MIN
.
CL
EA
RA
NC
E
EXIST 2-6’x3’
FL 451.37
EXIST 2-5’x3’
FL 480.08
EXIST 2-6’X3’
FL 442.60EXIST 2-7’X3’
FL 445.02
EXISTING MAINLANE
EXISTING MAINLANE
BEGIN EXISTINGSPLIT PROFILEEXISTING MAINLANE
EXISTING SBML
EXISTING NBML
860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00 910+00 915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00
47
9.3
7
47
9.6
2
47
9.9
2
48
0.2
7
48
0.6
3
480.9
9
48
1.2
7
48
1.4
7
48
1.6
7
48
1.8
8
48
2.2
4
48
2.8
3
48
3.6
5
484.7
0
48
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3
48
8.3
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490.7
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49
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47
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465.8
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46
8.4
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47
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47
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47
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47
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47
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47
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47
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472.2
9
47
1.1
2
469.9
1
46
8.2
7
46
6.0
5
463.5
9
46
1.1
4
458.6
6
45
6.3
3
454.6
1
45
3.5
4
453.1
1
453.2
9
45
3.6
2
45
3.9
4
45
4.2
7
454.6
0
45
5.2
4
456.5
9
45
8.6
3
46
1.2
3
46
3.8
8
46
6.5
2
469.1
6
47
1.7
2
47
3.7
5
47
5.1
8
47
6.0
2
476.2
6
47
5.9
7
475.6
0
47
5.2
2
47
4.8
5
47
4.4
8
47
4.1
2
47
3.9
2
47
3.9
3
47
4.1
4
47
4.4
5
474.7
6
47
5.0
7
47
5.3
8
475.6
9
476.0
0
476.3
1
47
6.6
2
47
7.2
4
47
7.5
5
477.8
6
47
8.1
7
47
8.4
8
478.7
9
479.1
0
MA
TC
H L
INE
ST
A 9
55+
00
MA
TC
H L
INE
ST
A 9
55+
00
MA
TC
H L
INE
ST
A 9
55
+0
0
MA
TC
H L
INE
ST
A 9
55
+0
0
420
440
460
N
1000 200 300
GRAPHIC SCALE
(IN FEET)
N
1000 200 300
GRAPHIC SCALE
(IN FEET)
PROP CL IH 35
PROP CL IH 35
SOUTHBOUND FRONTAGE ROAD HORIZONTAL CURVE DATA TABLE
NORTHBOUND FRONTAGE ROAD HORIZONTAL CURVE DATA TABLE355ACL-1 949+06.99
CURVE NAME PI STA
1
MA
TC
H L
INE
ST
A 4
955+
00
MA
TC
H L
INE
ST
A 4
955+
00
MA
TC
H L
INE
ST
A 2
955+
00
MA
TC
H L
INE
ST
A 2
955+
00
SB ENTRANCE RAMP FROM US 77 NB EXIT RAMP TO US 77
SB ENTRANCE RAMP FROM CREST NB EXIT RAMP TO CREST
SB ENTRANCE RAMP FROM CRAVEN NB EXIT RAMP TO CRAVEN
NB ENTRANCE RAMP FROM MEYERSSB EXIT RAMP TO MEYERS
SB EXIT RAMP TO LOOP 340
480
500
420
440
460
480
500
420
440
460
480
500
420
440
460
480
500
420
440
460
480
500
420
440
460
480
500
460
480
500
440
460
480
500
440
460
480
500
520
520
520
540
1
CURVE NAME
CURVE NAME PI STA
CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA
CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA SBFR5A-7
SBFR5A-8
SBFR5A-9
SBFR5A-10
NBFR5A-6 2944+99.46
NBFR5A-7 2951+54.11
NBFR5A-8 2955+45.76
NBFR5A-9 2964+88.55
CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA
NB EXIT RAMP TO CRAVEN AVE HORIZONTAL CURVE DATA TABLECURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA
NB ENTRANCE RAMP FROM MEYERS LN HORIZONTAL CURVE DATA TABLE
CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA
MEYERS LN ENTRANCE RAMP
NBENMYR-1 10+53.25 1%%d 31’ 11.88" (LT) 1%%d 25’ 38.63" 53.25 106.49 4,014.00 10+00.00 11+06.49
NBENMYR-2 19+75.01 3%%d 04’ 12.70" (RT) 1%%d 25’ 56.62" 107.20 214.34 4,000.00 18+67.81 20+82.15
NBENMYR-3 27+25.73 7%%d 13’ 45.34" (LT) 1%%d 12’ 12.20" 300.77 600.74 4,761.20 24+24.96 30+25.70
CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA
SB EXIT RAMP TO LOOP 340 HORIZONTAL CURVE DATA TABLE
CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA
SB EXIT RAMP TO MEYERS LN HORIZONTAL CURVE DATA TABLE
SBFR5A-1 4861+74.64 3%%d 20’ 04.17" (RT) 0%%d 57’ 17.75" 174.64 349.19 6,000.00 4860+00.00 4863+49.19
SBFR5A-2 4876+81.93 5%%d 01’ 21.04" (RT) 0%%d 57’ 17.75" 263.15 525.96 6,000.00 4874+18.78 4879+44.74
SBFR5A-3 4881+70.93 6%%d 28’ 22.65" (LT) 1%%d 25’ 56.62" 226.19 451.90 4,000.00 4879+44.74 4883+96.64
SBFR5A-4 4891+20.49 4%%d 42’ 39.00" (LT) 1%%d 23’ 50.85" 168.65 337.10 4,100.00 4889+51.84 4892+88.94
SBFR5A-5 4896+85.10 8%%d 22’ 13.78" (RT) 1%%d 25’ 56.62" 292.71 584.37 4,000.00 4893+92.40 4899+76.77
SBFR5A-6 4907+09.96 3%%d 41’ 00.27" (LT) 1%%d 07’ 24.41" 163.99 327.87 5,100.00 4905+45.97 4908+73.84
NBFR5A-1 2871+51.40 6%%d 54’ 55.73" (LT) 1%%d 25’ 56.62" 241.69 482.79 4,000.00 2869+09.71 2873+92.51
NBFR5A-2 2883+67.02 5%%d 37’ 16.06" (RT) 1%%d 14’ 44.02" 225.83 451.29 4,600.00 2881+41.19 2885+92.49
NBFR5A-3 2894+15.57 4%%d 08’ 39.51" (RT) 1%%d 25’ 56.62" 144.73 289.33 4,000.00 2892+70.85 2895+60.18
NBFR5A-4 2899+22.61 9%%d 16’ 56.02" (LT) 1%%d 25’ 56.62" 324.72 648.02 4,000.00 2895+97.88 2902+45.91
NBFR5A-5 2906+29.72 4%%d 55’ 44.70" (RT) 1%%d 18’ 07.84" 189.38 378.53 4,400.00 2904+40.34 2908+18.87
NBENMYR-1 10+53.25 1%%d 31’ 11.88" (LT) 1%%d 25’ 38.63" 53.25 106.49 4,014.00 10+00.00 11+06.49
NBENMYR-2 17+91.09 2%%d 10’ 24.30" (RT) 2%%d 51’ 53.24" 37.94 75.87 2,000.00 17+53.15 18+29.02
NBENMYR-3 26+80.14 8%%d 43’ 20.35" (LT) 1%%d 13’ 51.16" 355.00 708.63 4,654.88 23+25.15 30+33.77
SBEXMYR-1 10+76.79 2%%d 11’ 31.38" (RT) 1%%d 25’ 38.63" 76.79 153.57 4,014.00 10+00.00 11+53.57
SBEXMYR-2 19+88.39 11%%d 47’ 07.47" (LT) 2%%d 51’ 53.24" 206.42 411.39 2,000.00 17+81.97 21+93.36
CL STA 870+04.67
UNION PACIFIC
RAILROAD SPUR
RETAINING WALL
RETAINING WALL
RETAINING WALL
RETAINING WALL
RETAINING WALL
RETAINING WALL
NBEXCRV-2 19+43.49 2%%d 11’ 28.45" (LT) 2%%d 50’ 41.55" 38.52 77.02 2,014.00 19+04.97
NBEXCRV-1 11+42.38 4%%d 04’ 37.38" (RT) 1%%d 25’ 56.62" 142.38 284.63 4,000.00 10+00.00 12+84.63
19+81.99
CL NBFR
CL NBFR
CL SBFR
CL SBFR
CL STA 2869+53.16
EXIST 3-24" RCP
TO REMAIN
CL STA 875+40.60
EXIST 2-7’x3’ MBC
TO REMAIN
CL STA 894+39.60
EXIST 2-6’x3’ MBC
TO REMAIN
CL STA 4892+20.63
EXIST 2-6’x3’ MBC
TO REMAIN
CL STA 2896+83.16
EXIST 2-6’x3’ MBC
TO REMAIN
CL STA 4942+34.95
EXIST 2-5’x3’ MBC
TO REMAIN
CL STA 942+40.40
EXIST 2-5’x3’ MBC
TO REMAIN
CL STA 2942+59.63
EXIST 2-6’x3’ MBC
TO REMAIN
CL STA 947+35.77
EXIST 3-7’x3’ MBC
TO REMAIN
CL STA 2947+76.84
EXIST 3-7’x3’ MBC
TO REMAIN
CL STA 4947+75.96
EXIST 3-3’x2’ MBC
TO REMAIN
SB
FR
PG
LN
BF
R P
GL
SB
FR
PG
L
SB
FR
PG
L
NB
FR
PG
L
NB
FR
PG
L
4955+00 4955+00
955+00 955+00
2955+00 2955+00
SBEX340-1 10+59.33 3%%d 22’ 29.72" (RT) 2%%d 50’ 41.55" 59.33 118.63 2,014.00 10+00.00 11+18.63
SBEX340-2 17+88.95 9%%d 34’ 45.13" (LT) 0%%d 42’ 58.31" 670.32 1,337.51 8,000.00 11+18.63 24+56.14
CURVE NAME PI STA DELTA DEGREE TANGENT LENGTH RADIUS PC STA PT STA
10+41.72 0%%d 35’ 51.07" (LT) 0%%d 42’ 58.31" 41.72 83.43 8,000.00 10+00.00 10+83.43
19+95.82 2%%d 09’ 12.35" (LT) 1%%d 25’ 56.62" 75.18 150.34 4,000.00 19+20.64 20+70.98
30+27.70 3%%d 10’ 46.24" (RT) 2%%d 50’ 41.55" 55.90 111.76 2,014.00 29+71.81 30+83.57
SBENCRV-1
SBENCRV-2
SBENCRV-3
SB ENTRANCE RAMP FROM CRAVEN AVE CURVE DATA TABLE
RETAINING WALL
CL STA 2880+56.37
EXIST 2-8’x3’ MBC
TO REMAIN
CL STA 4899+40.46
1-5’x3’ SBC
EXIST CL IH 35
EXIST CL IH 35
EXIST CL IH 35
EX
IST
NB
ML
EX
IST
SB
ML
EX
IST
NB
ML
EX
IST
SB
ML
EX
IST
NB
ML
EX
IST
SB
ML
EX
IST
ML
EX
IST
ML
EX
IST
GR
OU
ND
EX
IST
GR
OU
ND
EX
IST
GR
OU
ND
EX
IST
GR
OU
ND
EX
IST
GR
OU
ND
EX
IST
GR
OU
ND
CL STA 10+11.06
PROP 1-5’x3’ SBC
CL STA 10+68.58
PROP 2-10’x3’ MBC
IH 35 CL STA 860+00BEGIN PROJECTBEGIN CSJ: 0015-01-180
CL STA 4873+25.39
EXIST 2-7’x3’ MBC
TO REMAIN
LEGEND
PROPOSED RAMPS
PROPOSED CROSS STREETS
PROPOSED BRIDGES
EXISTING R.O.W.
EXISTING PROPERTY LINES
EXISTING DRAINAGE EASEMENTS
PROPOSED R.O.W.
DENIAL OF ACCESS LINE
PROPOSED DRAINAGE EASEMENTS
PROPOSED FRONTAGE ROAD
PROPOSED MAINLANE
PROPOSED DRIVEWAYS
EXISTING ROADWAY/DRIVEWAY
TO BE REMOVED/IMPACTED
PROPOSED RETAINING WALL
LEGEND
PROPOSED RAMPS
PROPOSED CROSS STREETS
PROPOSED BRIDGES
EXISTING R.O.W.
EXISTING PROPERTY LINES
EXISTING DRAINAGE EASEMENTS
PROPOSED R.O.W.
DENIAL OF ACCESS LINE
PROPOSED DRAINAGE EASEMENTS
PROPOSED FRONTAGE ROAD
PROPOSED MAINLANE
PROPOSED DRIVEWAYS
EXISTING ROADWAY/DRIVEWAY
TO BE REMOVED/IMPACTED
PROPOSED RETAINING WALL
10’
SHLDR
10’
SHLDR
3’ 12’
LANE
12’
LANE
12’
LANE
30’ CLEAR
ZONE
59’ PROPOSED WIDTH
PGL
10’
SHLDR
10’
SHLDR
X-SLOPE
BREAK PT
12’
LANE
12’
LANE
12’
LANE
VARIES10:1 MIN
30’ CLEAR
ZONE
59’ PROPOSED WIDTHL
PROPOSED
NBFR
12’
LANE
12’
LANE
2%
8’
SHLDR
PGL
4’
SHLDR
R.O
.W.
C
30’ CLEAR
ZONE
VARIES (233’ USUAL)
30’ CLEAR
ZONE
10’
2%
12’
LANE
12’
LANE
PGL
L
PROPOSED
NBFR
C R.O
.W.
2’2’
VARIES
6’ MIN.
6:1 USUAL
4:1 MAX4:1
50:150:1
4:1
PGL X-SLOPE
BREAK PT
6:1 USUAL
4:1 MAX
5’
MIN
VARIES (233’ USUAL)
10:1
3’
MIN
VARIES
6’ MIN
30’ CLEAR
ZONE
30’ CLEAR
ZONE
10’ USUAL
5’ MIN
10’
SHLDR
10’
SHLDR
3’ 12’
LANE
12’
LANE
12’
LANE
30’ CLEAR
ZONE
59’ PROPOSED WIDTH
2%
12’
LANE
12’
LANE
PGL
L
PROPOSED
NBFR
C R.O
.W.
2’2’
50:1
4:1
PGL X-SLOPE
BREAK PT
6:1 USUAL
4:1 MAX10:1
3’
MIN
VARIES
6’ MIN
30’ CLEAR
ZONE
30’ CLEAR
ZONE
10’ USUAL
5’ MIN
VARIES
CL
PROPOSED
IH 35
2.5%2%
X-SLOPE
BREAK PT
SSTB
10’
SHLDR
12’
LANE
12’
LANE12’
LANE
10’
SHLDR
1’
X-SLOPE
BREAK PT
PGL
SSTB
SSTB
10’
SHLDR
12’
LANE
12’
LANE
CL
PROPOSED
NBFR
12’
LANE
12’
LANE
2%
CL
PROPOSED
IH 35
NOMINAL FACE
OF RAIL
PR
OP
. R
.O.W
.
2%
12’
LANE
6:1 TYP3:1 MAX
4:1 TYP
3:1 MAX
VARIES VARIES
10’ MIN
6:1 TYP4:1 MAX
6:1 TYP
4:1 MAX
DITCH WIDTH
VARIES
6’ USUAL1’1’
DITCH WIDTH
VARIES
6’ USUAL
2’ CURB
& GUTTER
8’
SHLDR
PGL
10’
SHLDR
1’
BL
PROPOSED
RAMP
14’
RAMP
6:1 TYP
4:1 MAX
NORTHBOUND RAMP TYPICAL
SOUTHBOUND RAMP REVERSE SECTION
CL
PROPOSED
IH 35
SSTB
CL
PROPOSED
NBFR
PR
OP
. R
.O.W
.
VARIES VARIES
10’ MIN
8:1 TYP
6:1 MAX
6:1 TYP
4:1 MAX
VARIES VARIES
6:1 TYP
4:1 MAX
DITCH WIDTH
VARIESDITCH WIDTH
VARIES
PGL
VARIES 2%
PGL
2.5%2%
X-SLOPE
BREAK PT
10’
SHLDR
12’
LANE
12’
LANE12’
LANE
10’
SHLDR
120’ OVERALL WIDTH
6’
3’
59’
2’ 6’
SHLDR
PROPOSED R.O.W.
VARIES
VARIES
PROPOSED R.O.W.
VARIES
2’ MOW STRIP
(5" CONC. RIPRAP)
SSTB
1’
SSTB
SSTB
28’
2.5%2%
X-SLOPE
BREAK PT
PGL
SSTB
10’
SHLDR
12’
LANE
12’
LANE
CL
PROPOSED
NBFR
12’
LANE
12’
LANE
2%
CL
PROPOSED
IH 35
NOMINAL FACE
OF RAIL
PR
OP
. R
.O.W
.
2%
12’
LANE
6:1 TYP3:1 MAX
4:1 TYP
3:1 MAX
VARIES VARIES
10’ MIN
6:1 TYP
4:1 MAX
DITCH WIDTH
VARIES
6’ USUAL1’
DITCH WIDTH
VARIES
6’ USUAL
8’
SHLDR
PGL10’
SHLDR1’
3’
59’
PROPOSED R.O.W.
VARIES
SSTB
2’ MOW STRIP
(5" CONC. RIPRAP)
4’
SHLDR
4:1 TYP
3:1 MAX
4:1 TYP3:1 MAX
CL
PROPOSED
IH 35
CL
PROPOSED
IH 35
CL
PROPOSED
IH 35
VARIES10:1 MIN
DITCH WIDTH
VARIES
6’ USUAL
2.0% 2.5%
2.0% 2.5%
2.0% 2.5%
2.5%2.0%
12’
LANE
12’
LANE
12’
LANE
10’
SHLDR
3’ 12’
LANE
12’
LANE
PGL 2% 2.5%
X-SLOPE
BREAK PT
4’
SHLDR
8’
SHLDR
12’
RIGHT TURN
LANE
12’
LEFT TURN
LANE
0’-12’
U-TURN
LANE
0’-12’
RIGHT TURN
LANE
10’
SHLDR
12’
LANE
12’
LANE
12’
LANE
30’ CLEAR
ZONE
2%
12’
LANE
12’
LANE
PGL
L
PROPOSED
NBFR
C R.O
.W.
2’2’
50:14:1
PGL
6:1 USUAL
4:1 MAX
3’
MIN
VARIES
6’ MIN
10’ USUAL
5’ MIN
2%
12’
LANE
12’
LANE
PGL
L
PROPOSED
NBFR
C R.O
.W.
2’2’
50:14:1
6:1 USUAL
4:1 MAX
3’
MIN
VARIES
6’ MIN
10’ USUAL
5’ MIN
VARIES
2%
12’
LANE
12’
LANE
PGL
L
PROPOSED
NBFR
C R.O
.W.
2’2’
50:1
4:16:1 USUAL
4:1 MAX
3’
MIN
VARIES
6’ MIN
10’ USUAL
5’ MIN
VARIES
CL
EXISTING
IH 35
2.0% 2.5%
0’-12’
U-TURN
LANE
0’-12’
RIGHT TURN
LANE
0-’12’
AUX/EXCL
LANE
58’ EXISTING WIDTH
PROPOSED TYPICAL SECTION
FOR URBAN FRONTAGE ROADS
PROPOSED TYPICAL SECTION
FOR URBAN FRONTAGE ROADS w/TURN LANES
SB REVERSE SECTION
FROM STATION 876+96 TO STATION 890+53
FROM STATION 904+25 TO STATION 921+42
FROM STATION 934+05 TO STATION 941+58
FROM STATION 956+12 TO STATION 984+24
FROM STATION 998+35 TO STATION 1007+04
NB
FROM STATION 891+70 TO STATION 898+94
FROM STATION 943+52 TO STATION 950+89
FROM STATION 988+87 TO STATION 992+89
NB
FROM STATION 898+94 TO STATION 905+10
FROM STATION 910+79 TO STATION 925+49
FROM STATION 950+89 TO STATION 957+20
FROM STATION 975+91 TO STATION 988+87
FROM STATION 992+89 TO STATION 999+35
FROM STATION 1006+48 TO STATION 1016+90
SB REVERSE SECTION
FROM STATION 864+98 TO STATION 876+96
FROM STATION 890+53 TO STATION 896+72
FROM STATION 921+42 TO STATION 934+05
FROM STATION 941+58 TO STATION 948+24
FROM STATION 984+24 TO STATION 990+69
FROM STATION 1007+04 TO STATION 1016+90
PROPOSED TYPICAL SECTION
FOR URBAN FRONTAGE ROADS w/AUX LANES
10’
SHLDR
10’
SHLDR
3’ 12’
LANE
12’
LANE
12’
LANE
30’ CLEAR
ZONE
59’ PROPOSED WIDTH
2%
12’
LANE
12’
LANE
PGL
L
PROPOSED
NBFR
C R.O
.W.
2’2’
50:1
4:1
PGL X-SLOPE
BREAK PT
6:1 USUAL
4:1 MAX10:1
3’
MIN
VARIES
6’ MIN
30’ CLEAR
ZONE
30’ CLEAR
ZONE
10’ USUAL
5’ MIN
VARIES
CL
PROPOSED
IH 35
2.0% 2.5%
0-’12’
AUX/EXCL
LANE
PROPOSED TYPICAL SECTION
FOR MAIN LANES
URBAN FRONTAGE ROADS w/AUX LANES
VARIES
CL
EXISTING
IH 35
CL
EXISTING
IH 35
PROPOSED TYPICAL SECTION
FOR MAIN LANES
URBAN FRONTAGE ROADS
PROPOSED TYPICAL SECTION
FOR MAIN LANES
URBAN FRONTAGE ROADS w/TURN LANES
NB
FROM STATION 1028+48 TO STATION 1034+06
FROM STATION 1105+23 TO STATION 1110+26
FROM STATION 1165+39 TO STATION 1169+84
PGL
10’
SHLDR
10’
SHLDR
X-SLOPE
BREAK PT
12’
LANE
12’
LANE
12’
LANE
VARIES10:1 MIN
30’ CLEAR
ZONE
59’ PROPOSED WIDTHL
PROPOSED
NBFR
12’
LANE
12’
LANE
2%
8’
SHLDR
PGL
4’
SHLDR
R.O
.W.
C
30’ CLEAR
ZONE
VARIES (233’ USUAL)
30’ CLEAR
ZONE
10’
VARIES
6’ MIN.
6:1 USUAL
4:1 MAX4:1
50:1
5’
MIN
CL
PROPOSED
IH 35
2.0% 2.5%
PROPOSED TYPICAL IH 35 BRIDGE SECTIONS
ALL SPANS
0-’12’
AUX/EXCL
LANE
FROM STATION 1034+06 TO STATION 1037+53 (US 77)
FROM STATION 1110+26 TO STATION 1113+38 (ELM MOTT)
FROM STATION 1169+84 TO STATION 1173+39 (HILLTOP/OLD DALLAS)
FROM STATION 1270+34 TO STATION 1273+77 (ROSS)
FROM STATION 1317+64 TO STATION 1321+17 (TOURS)
FROM STATION 1409+54 TO STATION 1413+04 (WIGGINS)
NB
FROM BEGIN PROJECT TO STATION 891+70
FROM STATION 905+10 TO STATION 910+79
FROM STATION 925+49 TO STATION 943+52
FROM STATION 957+20 TO STATION 975+91
FROM STATION 999+35 TO STATION 1006+48
SB REVERSE SECTION
FROM BEGIN PROJECT TO STATION 864+98
FROM STATION 896+72 TO STATION 904+25
FROM STATION 948+24 TO STATION 956+12
FROM STATION 990+69 TO STATION 998+35
NB
FROM STATION 1016+90 TO STATION 1018+59
FROM STATION 1037+53 TO STATION 1047+20
FROM STATION 1059+03 TO STATION 1078+02
FROM STATION 1113+38 TO STATION 1122+72
FROM STATION 1131+37 TO STATION 1150+50
FROM STATION 1557+32 TO END PROJECT
SB REVERSE SECTION
FROM STATION 1016+90 TO STATION 1021+13
FROM STATION 1028+40 TO STATION 1034+06
FROM STATION 1066+88 TO STATION 1081+80
FROM STATION 1100+81 TO STATION 1110+26
FROM STATION 1131+95 TO STATION 1144+64
FROM STATION 1159+56 TO STATION 1169+84
FROM STATION 1558+60 TO END PROJECT
NB
FROM STATION 1018+59 TO STATION 1028+48
FROM STATION 1047+20 TO STATION 1059+03
FROM STATION 1078+02 TO STATION 1105+23
FROM STATION 1122+72 TO STATION 1131+37
FROM STATION 1150+50 TO STATION 1165+39
FROM STATION 1536+88 TO STATION 1557+32
SB REVERSE SECTION
FROM STATION 1021+13 TO STATION 1028+40
FROM STATION 1042+55 TO STATION 1066+88
FROM STATION 1081+80 TO STATION 1100+81
FROM STATION 1118+50 TO STATION 1131+95
FROM STATION 1144+64 TO STATION 1159+56
FROM STATION 1541+64 TO STATION 1558+60
PROPOSED TYPICAL SECTION
FOR MAIN LANES
RURAL FRONTAGE ROADS w/AUX LANES
NB
FROM STATION 1173+39 TO STATION 1183+11
FROM STATION 1273+77 TO STATION 1286+53
FROM STATION 1321+17 TO STATION 1331+17
FROM STATION 1345+77 TO STATION 1384+15
FROM STATION 1413+04 TO STATION 1423+19
SB REVERSE SECTION
FROM STATION 1261+19 TO STATION 1270+34
FROM STATION 1280+21 TO STATION 1291+53
FROM STATION 1306+73 TO STATION 1317+64
FROM STATION 1398+77 TO STATION 1409+54
PROPOSED TYPICAL SECTION
FOR MAIN LANES
RURAL FRONTAGE ROADS
NB
FROM STATION 1183+11 TO STATION 1263+85
FROM STATION 1286+53 TO STATION 1312+96
FROM STATION 1331+17 TO STATION 1345+77
FROM STATION 1384+15 TO STATION 1404+85
FROM STATION 1423+19 TO STATION 1530+84
SB REVERSE SECTION
FROM STATION 1177+62 TO STATION 1261+19
FROM STATION 1291+53 TO STATION 1306+73
FROM STATION 1324+56 TO STATION 1398+77
FROM STATION 1416+67 TO STATION 1535+37
0’-12’
U-TURN
LANE
0’-12’
RIGHT TURN
LANE
PROPOSED TYPICAL SECTION
FOR MAIN LANES
NB
FROM STATION 1263+85 TO STATION 1270+34
FROM STATION 1312+96 TO STATION 1317+64
FROM STATION 1404+85 TO STATION 1409+84
RURAL CONCRETE FRONTAGE ROADS w/TURN LANES
SB REVERSE SECTION
FROM STATION 1137+39 TO STATION 1177+62
FROM STATION 1273+77 TO STATION 1280+21
FROM STATION 1321+17 TO STATION 1324+56
FROM STATION 1413+04 TO STATION 1416+67
SB REVERSE SECTION
FROM STATION 1037+53 TO STATION 1042+55
FROM STATION 1113+38 TO STATION 1118+50
FROM STATION 1535+37 TO STATION 1541+64
NB
FROM STATION 1530+84 TO STATION 1536+88
PROPOSED TYPICAL SECTION
FOR CONCRETE FRONTAGE ROAD W/TURN LANES
PROPOSED TYPICAL SECTION
FOR RAMPS
12’12’ 12’
46’
PGL
CL
PROPOSED
SBFR
2’2’
1’ 1’
PROPOSED TYPICAL BRIDGE SECTION
FOR SBFR RAILROAD OVERPASS
11’
SHLDR
1’
10’
SHLDR
12’
LANE
12’
LANE
12’
LANE
30’ CLEAR
ZONE
PGL
2.0% 2.5%
58’ EXISTING WIDTH
11’
SHLDR
1’
10’
SHLDR
12’
LANE
12’
LANE
12’
LANE
30’ CLEAR
ZONE
PGL
2.0% 2.5%
58’ EXISTING WIDTH
11’
SHLDR
1’
CL
CRAVEN AVE
CL
MEYERS LN
EXIST 3-7’x3’
FL 475.78
NBFR PGL
EXISTING GROUND
NBFR PGL
EXISTING GROUND
NBFR PGL
EXISTING GROUND
NBFR PGL
EXISTING GROUND
EXIST 2-8’x3’
FL 445.53
CL
PECAN
AVE
CL
RR
TRACK
EXIST 3-24" RCP
FL 443.81
EXIST 2-6’X3’
FL 442.46
EXIST 2-6’x3’
FL 451.53
EXIST 2-5’x3’
FL 479.61
EXIST 2-24" RCP
FL 452.82
BEGIN NORTHBOUND FRONTAGE
ROAD RECONSTRUCTION
STA 2860+00.00
EL = 447.50 447.5
0
VPI = 2861+80.00
EL = 446.78
-0.40% +0.40%
VPI = 2867+40.00
EL = 449.02
+0.40% -0.41%
L = 500.00’
K = 617
ex = -0.51’
VPI = 2872+00.00
EL = 447.14
-0.41% +0.45%
L = 200.00’
K = 233
ex = 0.22’
VPI = 2881+50.00
EL = 451.40
+0.45% -0.40%
VPI = 2883+00.00
EL = 450.80
-0.40% +0.43%VPI = 2897+00.00
EL = 456.83
+0.43% -0.40%
VPI = 2899+20.00
EL = 455.95
-0.40%
L = 200.00’
K = 75
ex = 0.66’
VPI = 2906+00.00
EL = 471.26
L = 200.00’
K = 118
ex = -0.43’
VPI = 2927+50.00
EL = 483.08
L = 600.00’
K = 625
ex = -0.72’
VPI = 2932+00.00
EL = 481.22
+0.40%
L = 200.00’
K = 247
ex = 0.20’
VPI = 2942+50.00
EL = 485.42
+0.40%
L = 200.00’
K = 171
ex = -0.29’
VPI = 2947+50.00
EL = 482.14
L = 200.00’
K = 171
ex = 0.29’
VP
C 2
861+
30.0
0
EL
= 4
46.9
8
VP
T 2
862+
30.0
0
EL
= 4
46.9
8
VP
C 2
864+
90.0
0
EL
= 4
48.0
2
VP
T 2
869+
90.0
0
EL
= 4
48.0
0
VP
C 2
871+
00.0
0
EL
= 4
47.5
5
VP
T 2
873+
00.0
0
EL
= 4
47.5
9
VP
T 2
883+
75.0
0
EL
= 4
51.1
3
VP
C 2
882+
25.0
0
EL
= 4
51.1
0
VP
C 2
881+
00.0
0
EL
= 4
51.1
8
VP
T 2
882+
00.0
0
EL
= 4
51.2
0
VP
C 2
898+
20.0
0
EL
= 4
56.3
5
VP
T 2
900+
20.0
0
EL
= 4
58.2
0
VP
C 2
896+
25.0
0
EL
= 4
56.5
1
VP
T 2
897+
75.0
0
EL
= 4
56.5
3
VP
T 2
907+
00.0
0
EL
= 4
71.8
1
VP
C 2
905+
00.0
0
EL
= 4
69.0
0
VP
C 2
931+
00.0
0
EL
= 4
81.6
3
VP
T 2
933+
00.0
0
EL
= 4
81.6
2
VP
C 2
941+
50.0
0
EL
= 4
85.0
2
VP
T 2
943+
50.0
0
EL
= 4
84.6
6+2.25% +0.55%
+0.55% -0.41%
VP
C 2
924+
50.0
0
EL
= 4
81.4
3
VP
T 2
930+
50.0
0
EL
= 4
81
.84
-0.41%
-0.77% VP
T 2
949+
00.0
0
EL
= 4
81.6
1
VP
C 2
947+
00.0
0
EL
= 4
81
.97
L = 100.00’
K = 125
ex = 0.10’L = 100.00’
K = 118
ex = -0.11’
L = 150.00’
K = 181
ex = 0.16’
ex = -0.16’
K = 181
L = 150.00’
2860+00 2865+00 2870+00 2875+00 2880+00 2885+00 2890+00 2895+00 2900+00 2905+00 2910+00 2915+00 2920+00 2925+00 2930+00 2935+00 2940+00 2945+00 2950+00 2955+00
447.4
9
44
7.4
5
44
7.5
4
44
7.5
8
447.6
1
447.5
1
44
7.5
8
44
7.5
5
447.5
9
44
7.9
2
44
7.8
5
447.6
1
44
7.5
2
447.6
6
44
8.1
3
44
8.4
5
449.0
0
44
9.4
3
44
9.7
8
450.0
6
45
0.4
4
451.2
6
45
1.6
8
45
1.9
4
45
2.0
7
452.2
0
452.3
0
452.4
6
45
2.8
8
45
3.4
4
45
3.9
8
454.6
0
45
5.4
2
45
5.9
8
456.6
6
456.9
6
45
6.9
2
457.1
0
45
6.9
3
456.9
1
45
7.7
2
46
0.0
5
46
3.5
5
46
6.2
3
46
8.8
3
471.2
9
47
3.1
7
47
4.4
7
476.0
1
47
6.8
8
47
7.4
3
47
8.3
3
479.0
6
480.0
1
480.8
1
48
1.3
3
482.0
0
482.2
6
482.3
1
48
2.3
7
482.5
0
48
2.4
8
48
2.4
8
48
2.6
2
482.6
1
482.8
0
482.8
9
48
2.9
2
483.0
1
48
3.1
3
48
3.1
8
483.4
1
48
3.4
7
48
3.4
3
48
3.5
5
48
3.7
3
48
3.7
4
483.6
6
48
3.8
2
48
3.9
4
48
4.0
4
48
4.0
2
484.3
1
483.9
1
483.5
0
48
2.6
5
481.7
6
48
1.2
7
48
0.9
3
480.9
9
481.6
9
482.1
0
48
2.9
3
48
3.7
4
48
4.3
8
48
4.8
7
447.5
0
447.1
0
446.9
0
447.2
6
447.6
6
448.0
6
448.3
6
448.5
0
44
8.4
8
448.3
0
447.9
6
44
7.5
5
44
7.3
5
447.5
9
44
8.0
4
44
8.4
8
44
8.9
3
44
9.3
8
44
9.8
3
45
0.2
8
45
0.7
3
45
1.1
8
451.2
0
450.9
6
45
1.2
3
451.6
6
452.0
9
45
2.5
3
452.9
6
453.3
9
45
3.8
2
45
4.2
5
45
4.6
8
455.1
1
45
5.5
4
45
5.9
7
456.4
0
45
6.6
7
45
6.4
3
48
1.6
2
48
2.0
2
48
2.4
2
48
2.8
2
48
3.2
2
48
3.6
2
48
4.0
2
48
4.4
2
48
4.8
2
45
6.4
5
45
7.7
8
460.0
0
46
2.2
5
464.5
0
46
6.7
5
469.0
0
47
0.8
3
471.8
1
472.3
6
472.9
1
473.4
6
474.0
1
474.5
6
475.1
1
475.6
6
476.2
1
476.7
6
477.3
1
477.8
6
478.4
1
478.9
6
479.5
1
480.0
6
480.6
1
481.1
6
481.6
9
48
2.0
7
482.3
0
48
2.3
7
48
2.2
8
48
2.0
3
48
1.6
3
48
1.4
2
48
4.0
3
48
3.6
3
48
3.2
2
48
2.8
2
48
2.4
2
482.0
1
481.6
1
481.5
0
48
1.9
7
48
2.7
4
483.5
1
48
5.1
5
48
4.9
7
48
4.2
7
CL
MEYERS LN
CL
RR TRACK
CL
PECAN AVE
EXIST 3-7’x3’
FL 477.07
EXIST 3-3’x2’
FL 452.59
EXISTING GROUND
SBFR PGLEXISTING GROUND
SBFR PGL
SBFR PGL
EXISTING GROUND
SBFR PGL
EXISTINGGROUND
EXIST 3-30" RCP
FL 443.33 EXIST 2-6’x3’
FL 451.22
EXIST 2-7’X3’
FL 444.71
EXIST 2-5’x3’
FL 480.48
BEGIN SOUTHBOUND FRONTAGE
ROAD RECONSTRUCTION
STA 4860+00.00
EL = 447.15
VPI = 4892+20.00
EL = 456.94
+0.67% -0.41%
L = 300.00’
K = 278
ex = -0.41’
VPI = 4898+30.00
EL = 454.47
-0.41% +2.13%
VP
C 4
890+
70.0
0
EL
= 4
55.9
3
VP
T 4
893+
70.0
0
EL
= 4
56.3
3
L = 280.00’
K = 110
ex = 0.89’
VP
T 4
899+
70.0
0
EL
= 4
57.4
5
VP
C 4
896+
90.0
0
EL
= 4
55
.04
44
6.6
3
VPI = 4864+00.00
EL = 448.83
+0.55% +5.00%
L = 440.00’
K = 99
ex = 2.45’
VPI = 4871+30.00
EL = 485.33
+5.00% -3.31%L = 700.00’
K = 84
ex = -7.27’
VPI = 4878+00.00
EL = 463.12
-3.31%-2.19%
L = 200.00’
K = 179
ex = 0.28’
VPI = 4883+50.00
EL = 451.07
-2.19% +0.67%
L = 350.00’
K = 122
ex = 1.25’
VP
C 4
86
1+
80
.00
EL
= 4
47.6
2
VP
T 4
86
6+
20
.00
EL
= 4
59.8
3
VP
C 4
86
7+
80
.00
EL
= 4
67.8
3
VP
T 4
87
4+
80
.00
EL
= 4
73.7
3
VP
C 4
87
7+
00
.00
EL
= 4
66.4
3
VP
T 4
87
9+
00
.00
EL
= 4
60.9
3
VP
C 4
88
1+
75
.00
EL
= 4
54.9
0
VP
T 4
88
5+
25
.00
EL
= 4
52.2
5
VPI = 4908+20.00
EL = 475.57
+2.13% +0.35%
L = 400.00’
K = 225
ex = -0.89’
VPI = 4941+80.00
EL = 487.33
+0.35% -0.85%
L = 400.00’
K = 333
ex = -0.60’
VPI = 4949+50.00
EL = 480.75
-0.85% +0.47%
L = 200.00’
K = 152
ex = 0.33’
VP
C 4
90
6+
20
.00
EL
= 4
71.3
1
VP
T 4
91
0+
20
.00
EL
= 4
76
.27
VP
C 4
93
9+
80
.00
EL
= 4
86.6
3
VP
T 4
94
3+
80
.00
EL
= 4
85.6
2
VP
C 4
94
8+
50
.00
EL
= 4
81.6
0
VP
T 4
95
0+
50
.00
EL
= 4
81.2
2
CL
CRAVEN
AVE
4860+00 4865+00 4870+00 4875+00 4880+00 4885+00 4890+00 4895+00 4900+00 4905+00 4910+00 4915+00 4920+00 4925+00 4930+00 4935+00 4940+00 4945+00 4950+00 4955+00
44
7.1
5
447.3
6
447.5
6
44
7.5
8
44
7.4
2
44
6.5
7
44
5.7
7
44
5.5
2
445.3
1
44
5.5
7
444.9
1
44
8.1
7
446.0
9
44
8.1
2
44
7.9
7
44
7.3
4
44
9.2
7
44
9.8
7
45
0.1
4
45
0.3
5
450.5
6
45
0.8
7
45
0.9
4
451.1
0
451.2
1
451.4
9
451.9
0
452.4
9
45
3.2
3
45
4.0
2
454.6
1
45
4.7
3
454.8
1
45
4.7
8
45
4.7
3
45
4.6
3
45
4.6
4
45
4.6
7
455.1
0
456.5
1
458.6
0
46
0.6
7
462.7
9
46
5.1
4
46
7.5
3
469.5
1
47
1.4
4
473.5
6
475.3
0
47
6.5
2
47
7.4
5
478.0
0
478.5
9
47
9.2
4
479.6
0
480.0
6
48
0.3
3
480.6
9
48
1.2
4
48
1.5
8
48
1.8
7
482.2
0
48
2.4
5
48
2.7
8
48
2.9
5
48
3.2
3
48
3.6
3
48
3.7
4
483.7
9
484.2
1
484.5
9
48
4.8
2
48
5.0
8
485.3
1
485.4
1
485.5
0
485.6
1
485.9
6
485.9
9
48
6.3
3
48
6.3
4
486.5
9
48
6.5
2
48
6.5
7
48
5.6
8
484.9
6
48
4.2
4
48
2.7
3
48
2.1
3
48
1.9
5
481.6
0
48
1.6
5
48
1.8
4
482.0
0
482.0
9
482.5
6
45
6.1
2
456.5
0
45
6.5
3
456.2
1
455.8
1
455.4
0
455.0
0
45
6.1
8
458.0
9
46
0.2
2
46
2.3
5
464.4
9
46
6.6
2
482.4
0
48
2.8
7
48
3.3
4
45
5.1
4
44
6.6
3
44
7.1
8
44
7.7
5
449.0
0
45
1.2
7
45
4.5
5
45
8.8
5
46
3.8
3
468.8
0
47
2.9
7
47
5.9
5
47
7.7
4
47
8.3
5
47
7.7
7
476.0
0
473.0
6
46
9.7
5
46
6.4
3
463.4
0
46
0.9
3
45
8.7
4
45
6.5
5
45
4.3
8
452.8
1
45
2.0
5
452.1
1
452.7
6
45
3.4
3
454.1
1
45
4.7
8
455.4
6
46
8.7
5
47
0.8
8
47
2.8
7
47
4.4
2
47
5.5
3
476.1
9
47
6.5
5
476.9
0
47
7.2
5
477.6
0
47
7.9
5
478.3
0
47
8.6
5
479.0
0
47
9.3
5
479.7
0
48
0.0
5
480.4
0
48
0.7
5
481.1
0
48
1.4
5
481.8
0
48
2.1
5
482.5
0
48
2.8
5
483.2
0
48
3.5
5
483.9
0
48
4.2
5
484.6
0
48
4.9
5
485.3
0
48
5.6
5
486.0
0
48
6.3
5
486.6
9
48
6.8
3
48
6.6
7
486.2
1
48
5.4
5
484.6
0
48
3.7
4
482.8
9
48
2.0
3
481.2
6
48
1.0
7
481.4
6
48
1.9
3
10+00 15+00 20+00
500
520
IH 35
GORENBFR
GORE
520
500
505.9
1
51
5.1
4
515.0
6
51
4.4
4
51
2.8
2
51
0.6
4
50
8.8
2
50
8.4
8
50
9.7
4
51
1.1
3
51
1.6
8
51
2.2
3
51
2.1
3
51
0.9
4
ST
A 1
6+
41
EL
= 5
10.6
8
ST
A 2
1+
95
EL
= 5
11.8
8
VPI = 18+00.00
EL = 511.60
-0.92% +1.10%
L = 200.00’
K = 99
ex = 0.50’
VPI = 20+40.00
EL = 514.23
+1.10% -1.53%
L = 220.00’
K = 84
ex = -0.72’
51
6.6
7
51
6.6
8
51
6.1
5
515.3
6
514.4
1
513.4
6
51
2.5
2
512.1
0
512.6
9
513.4
9
513.1
6
51
1.7
8
50
9.9
7
VP
C 1
9+
30.0
0
EL
= 5
13.0
2
VP
T 2
1+
50
.00
EL
= 5
12
.54
VP
T 1
9+
00
.00
EL
= 5
12.6
9
VP
C 1
7+
00.0
0
EL
= 5
12.5
2540 540
10+00 15+00 20+00 25+00
480
500
520
516.3
9
51
6.3
7
51
6.1
5
51
5.3
8
51
4.3
2
51
2.9
7
51
1.3
8
50
9.6
4
50
8.4
8
507.1
9
505.8
9
50
5.3
5
505.3
0
504.7
9
504.4
1
504.3
1
50
4.8
8
SBFR
GORE
IH 35
GORE
480
500
520
ST
A 2
1+
62
EL
= 5
07.3
3
ST
A 2
4+
40
EL
= 5
08.7
6
VPI = 22+00.00
EL = 506.72
-1.57% +1.29%
L = 240.00’
K = 84
ex = 0.86’
VPI = 24+00.00
EL = 509.30
+1.29% -1.08%
50
9.8
7
50
8.3
2
50
7.5
8
50
8.0
3
508.8
6
50
8.2
2
50
7.1
4
VP
C 2
0+
80
.00
EL
= 5
08.6
1
VP
T 2
3+
20
.00
EL
= 5
08
.27
VP
C 2
3+
25
.00
EL
= 5
08.3
3
VP
T 2
4+
75
.00
EL
= 5
08.4
9
K = 63
L = 150.00’
ex = -0.44’
10+00 15+00 20+00 25+00
460
480
500
49
2.7
3
49
0.2
2
488.2
6
48
7.4
7
48
7.0
2
48
7.0
7
48
7.3
8
48
7.7
4
48
7.8
2
48
7.8
4
487.5
9
48
7.1
5
487.4
0
48
8.8
3
49
0.5
3
492.1
9
49
3.0
2
49
3.8
2
49
4.1
5
SBFR
GORE
IH 35
GORE
500
460
480
ST
A 2
3+
44
EL
= 4
90
.77
VPI = 22+00.00
EL = 490.02
+0.18%
VPI = 23+00.00
EL = 490.68
+0.66% +0.19%
49
1.0
7
489.4
0
48
9.6
5
48
9.8
4
49
0.0
7
49
0.6
3
49
0.8
8
49
1.0
7
VP
C 2
1+
55.0
0
EL
= 4
89
.94
VP
T 2
2+
45
.00
EL
= 4
90.3
2
VP
T 2
3+
40
.00
EL
= 4
90.7
6
VP
C 2
2+
60.0
0
EL
= 4
90.4
2
ST
A 2
1+
51
EL
= 4
89.9
3
ex = 0.06’
ex = 0.05’
L = 90.00’
L = 80.00’
K = 184
K = 170
10+00 15+00 20+00
480
500
488.5
6
48
8.3
2
48
8.6
3
488.7
6
48
8.9
3
489.0
9
489.1
1
48
8.9
7
48
9.2
8
489.9
6
49
0.7
5
49
2.0
2
49
2.8
7
IH 35
GORE
NBFR
GORE
500
480
ST
A 2
0+
50
EL
= 4
92.5
6
ST
A 2
0+
16
EL
= 4
92.1
3
VPI = 20+50.00
EL = 492.56
+0.46% +0.25%
49
1.8
7
49
2.3
3
492.6
9
49
2.9
4
520520
(NO VC)
10+00 15+00 20+00
460
480
500
48
5.1
5
485.1
6
484.4
0
48
3.1
5
481.9
1
483.4
9
48
6.0
8
48
5.8
4
489.0
6
49
2.5
7
495.0
0
496.8
9
SBFR
GORE
IH 35
GORE
500
460
480
50
1.7
4
ST
A 1
2+
14
EL
= 4
85.7
5
VPI = 12+40.00
EL = 485.99
+0.46% -1.58%
VPI = 14+60.00
EL = 482.52
-1.58% +1.59%
L = 260.00’
K = 82
ex = 1.03’
48
4.8
8
48
5.3
4
485.7
6
48
5.0
4
483.7
6
48
3.6
5
48
4.7
4
48
7.2
5
489.9
0
VP
C 1
3+
30.0
0
EL
= 4
84
.57
VP
T 1
5+
90
.00
EL
= 4
84.5
8
VP
T 1
3+
05
.00
EL
= 4
84
.97
VP
C 1
1+
75
.00
EL
= 4
85.6
9
ex = 0.33’
K = 64
L = 130.00’
ST
A 1
5+
34
EL
= 4
83.8
8
10+00 15+00 20+00 25+00 30+00
SBFR
GORE
IH 35
GORE
460
480
500 500
480
460
475.9
9
47
5.8
3
475.3
9
47
4.6
5
47
3.6
5
47
3.3
5
47
3.3
3
47
3.4
8
47
3.6
3
47
3.8
8
47
4.0
8
47
3.7
2
473.3
9
47
2.8
7
47
4.2
2
47
5.4
7
477.0
6
47
8.9
5
48
0.3
2
481.0
9
48
1.6
8
VPI = 24+50.00
EL = 474.92
+0.16% +2.19%
L = 200.00’
K = 99
ex = 0.51’
VPI = 26+50.00
EL = 479.30
+2.19% +0.37%
L = 160.00’
K = 88
ex = -0.36’
47
4.3
5
474.5
1
47
4.6
7
474.9
6
47
6.1
4
47
8.1
5
47
9.4
3
47
9.8
5
48
0.0
8
VP
C 2
3+
50.0
0
EL
= 4
74.7
6
VP
T 2
5+
50
.00
EL
= 4
77.1
1V
PC
25+
70.0
0
EL
= 4
77.5
5
VP
T 2
7+
30
.00
EL
= 4
79.5
9
ST
A 2
4+
03
EL
= 4
74.9
9
ST
A 2
7+
08
EL
= 4
79.4
8
10+00 15+00
440
460 460
440
IH 35
GORE
SBFR
GORE
ST
A 1
2+
02
EL
= 4
61.3
9
44
8.8
5
44
8.9
5
44
8.9
7
449.0
6
449.7
1
450.3
6
451.0
1
451.6
6
452.3
0
45
2.9
5
453.6
0
VPI = 12+50.00
EL = 460.26
-2.36%
-3.45%
VPI = 15+30.00
EL = 450.59
-3.45%+0.54%
L = 320.00’
K = 80
ex = 1.60’
46
6.7
4
463.8
0
46
1.4
4
45
8.5
3
45
5.1
3
45
2.6
8
45
1.4
7
451.5
1
45
2.0
5
VP
C 1
3+
70.0
0
EL
= 4
56.1
1
VP
T 1
6+
90
.00
EL
= 4
51.4
5
ST
A 1
6+
91
EL
= 4
51.4
6
VP
C 1
2+
00.0
0
EL
= 4
61
.44
VP
T 1
3+
00
.00
EL
= 4
58.5
3
K = 92
L = 100.00’
480480
ex = -0.14’
10+00 15+00 20+00
480
500
482.4
6
482.0
1
48
0.5
2
479.4
9
477.5
9
47
7.5
4
478.3
6
47
9.4
3
48
0.8
3
48
1.3
3
481.9
9
482.3
9
48
3.1
3
484.5
9
48
6.0
3
IH 35
GORE
NBFR
GORE
ST
A 1
3+
35
EL
= 4
83.1
2
ST
A 1
7+
07
EL
= 4
80.8
0
-0.40%
VPI = 14+00.00
EL = 482.86
-1.20%
VPI = 16+00.00
EL = 480.45
-1.20% +0.41%
L = 160.00’
K = 99
ex = 0.32’
48
3.2
2
482.7
6
48
1.6
5
48
0.7
7
480.8
6
48
1.2
7
48
1.4
5
48
1.7
2
VP
C 1
5+
20
.00
EL
= 4
81.4
1
VP
T 1
6+
80
.00
EL
= 4
80.7
8
VP
T 1
4+
50
.00
EL
= 4
82.2
5
VP
C 1
3+
50
.00
EL
= 4
83.0
6
L = 100.00’
K = 125
ex = -0.10’
483.4
9
48
3.2
2
520 520
500
480
10+00 15+00 20+00
460
480
IH 35
GORE
NBFR
GORE
480
460
47
5.5
3
475.8
0
475.6
9
474.7
0
472.9
9
47
1.3
8
47
0.5
7
47
2.3
8
47
4.3
3
47
6.3
2
47
7.7
3
ST
A 1
6+
63
EL
= 4
72
.74
ST
A 1
8+
06
EL
= 4
74.4
0
VPI = 16+80.00
EL = 472.49
-0.41%
VPI = 18+00.00
EL = 473.16
+0.56% +0.45%
475.6
0
47
4.9
7
47
4.3
5
47
3.2
3
47
2.8
2
47
2.6
5
47
3.1
5
47
3.6
2
47
4.0
7
VP
C 1
6+
30
.00
EL
= 4
72.7
0
VP
T 1
7+
30
.00
EL
= 4
72
.77
L = 100.00’
K = 103
ex = 0.12’500 500(NO VC)
Meyers
Ln
Craven Ave
Lake Shore Dr
Lake Waco
F.M.
3051LOOP
340
Texas State
Technical College
EXIT 342 A
77
Craven Ave
Crest DrF.M.
2417
2
1 ‰
…
…
F.M.
2417
Crest Dr
‰ MILE
Behrens Cr
EXIST TO REMAIN
NB STA 809+91 NB STA 825+70
Behrens
Circle
MILE‰
TEXAS
6
Martin & Bryan
College Station
339EXIT
TO SOUTH
Lake Shore Dr
Lake Waco
F.M.
3051LOOP
340
MILE1
EXIST TO REMAIN
LOGO SIGN
LOGO SIGN
EXIST TO REMAIN
XXXEXIT
XXXEXIT
XXXEXIT
XXXEXIT
XXXEXIT
XXXEXIT
XXXEXIT
Lake Shore Dr
Lake Waco
F.M.
3051LOOP
340
XXXEXIT
…MILE
XXXEXIT
Lake Shore Dr
F.M.
3051LOOP
340
Meyers Ln
MILE‰
Lake Shore Dr
F.M.
3051LOOP
340
Meyers Ln
Craven Ave
Crest DrF.M.
2417
2
1 ‰
¾
XXXEXITEXIT XXXBUSINESS SOUTH
XXX
EXIT
…
Meyers
Ln
MILE
IH 35
MEYERS LANE
1 1
11
2
2
2
2
3
3
3
3
400 300
500 400
600 500
700 800
10600900 1200
5100
145001000 1300
6900
16100 7700
31800 37300
4550030500 53100 36200
4850041700 56900 49500
46300 54900
10600 490014500
1400 18006700
161001800 2500
7500
1900 2700
1400 600
1900 14002100 1500
1900
2800
3100
2300
3000
3300
1400
2200
2400
1800
2400
2600
1100
1500
1650
1000
1600
1650
1200
1900
2050
900
1200
1250
200
300
350
100
200
250
700
750
1000700
800
850
100
200
250
100
200
250
300
400
450
300
400
450
PECAN
STREET
IH 35
CRAVEN AVENUE
1
1
2
2
3
3
1
1
2
2
3
3
2300 600
3200 800
3600 900
1000 2800
4001400 3900
5001500 4300
600
37300
53100 36200
56900 49500
54900
500
7001000 2900
8001400 3900
1500 4300
6003300 8003600 900
2700
2600
1800
2700
2600
1800 400
500
550
400
500
550
6100
8600
9500
2000
2800
3200
200
300
350
800
900
1100
700
900
1100
200
300
350
2400 2000
2500
3000
6200
8400
9300
1500
1900
2250
1400
2200
2450
2400
3500
3900
4900
6400
7000
4900
6400
7000
2500
3200
3700
32800
47200
50500
48700
43800
31800
