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Texas Department of Transportation
DEWITT C. GREER STATE HIGHWAY BLDG. • 125 E. 11TH STREET • AUSTIN, TEXAS 78701-2483 • (512) 463-8585
May 9, 2008
Mr. Jose Labarra
SH 130 Concession Company, LLC.
7700 Chevy Chase Drive
Chase Park One, Suite 350
Austin, Texas 78752-1562
RE: FCA Book 2 Table 11.3-1
Dear Mr. Labarra:
Thisletter is being deliveredto you in orderto amend the Facility Concession Agreement for
the SH 130, Segments 5&6 (FCA) dated March 22,2007, between the Texas Department of
Transportation and SH 130 Concession Company, LLC (Developer). Initially capitalized terms
not otherwise defined in this letter have the meanings given those terms in the FCA
Table 11.3-1 in the technical requirements of the FCA contains a formatting error that
inadvertently shifted three of the vertical clearance criteria rows. The attached document shows
the intended table, with formatting changes highlighted in yellow.
For good and valuable consideration,
the receipt and sufficiency of which is hereby
acknowledged, TxDOT and the Developer hereby agree as follows:
1.
Table 11.3-1 of Book 2 (Technical Requirements) of the FCA is deleted and replaced
with the attached Table 11.3-1.
2. As hereby amended the FCA is in full force and effect.
If the foregoing correctly reflects your understanding of our mutual agreement, please so
indicate by signing this letter in the place indicated below and returning four signed originals to
the undersigned.
This letter may be signed in two or more counterparts, each of which shall be deemed an
original, but all of which together shall constitute one and the same instrument.
Sincerely,
Amedleo Say1
Amadeo Saenz, Jr., P.E.
Executive Director
THE TEXAS PLAN
REDUCE CONGESTION • ENHANCE SAFETY • EXPAND ECONOMIC OPPORTUNITY • IMPROVE AIR QUALITY
INCREASE THE VALUE OF OUR TRANSPORTATION ASSETS
An Equal Opportunity Employer


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Mr. Jose Labarra
- 2-
May 9, 2008
ACCEPTED AND AGREED TO
THIS_25% DAY OF May, 2008
SH 130 CONGESSION COMPANY, LLC
-
By:_
Name: Jose Labarra
Title:
Chief Executive Officer


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Table 11.3-1 Design Criteria
Main Lanes
I Direct Connectors
Ramps
DESIGN SPEED
Design Speed
80 mph
60 mph
HORIZONTAL ALIGNMENT
Minimum radius
5095()
2210°
Maximum
super-
elevation
0.06ft/ft
VERTICAL ALIGNMENT(a)
Maximum grades
3.0 percent (level
terrain)
4.0 percent (rolling
terrain)
0.50 percent
0.06 ft/ft
6.0 percent (uphill)
6.5 percent (downhill)
Minimum grades ()
Minimum K-value
•Crest
0.50 percent
433()
151
Sag
254(*)
136
CROSS-SECTION
Lane width
Shoulder width
Inside shoulder
Outside shoulder
12
14' (12' for 2 lanes)
6' (BC),10' (UC)
10'
4'(b)
8(b)
Curb offset
N/A
N/A
80 mph (high)
70 mph (medium)
60 mph (low)
4605' (high)
3405' (medium)
2210' (low)
0.06 ft/ft
3.0 percent (level terrain)
4.0 percent (rolling
terrain)
0.50 percent
384 (high)
247 (medium)
151 (low)
231 (high)
181 (medium)
136 (low)
14' (12' for 2 lanes)
4' (c)
6(0)
N/A
Minimum cross-slope
2 lanes (e)
2.0 percent
2.0 percent
2.0 percent
HORIZONTAL CLEARANCE (Minimum)
Distance measured
30'
30°
16'
from edge of outside
travel lane
VERTICAL CLEARANCE (Minimum) (*)
Over/under roadway
16'-6"
Over/under streets
16'-6"
16'-6"
16'-6"
Over railroad
23'-0"
23'-0"
Under railroad
17'-6"
17'-6"
Overhead signs and
pedestrian crossings
17'-6
17'-6"
16-6"
16'-6"
23'-0"
17'-6"
17'-6"
a)
Minimum vertical curve lenath (ft) shall be at least 3 x Design Speed.
b)
To mitigate restrictions on the design imposed by sight distance, it is acceptable to position the 8-foot
shoulder on the inside of the curve and the 4-foot shoulder on the outside of the curve for one-lane and
two-lane direct connectors.
TEXAS DEPARTMENT OF TRANSPORTATION
-76 -
SH 130 Segments 5 and 6
EXECUTION VERSION
BOOK 2 - TECHNICAL REQUIREMENTS
