Meeting Summary

Documentation of Public Meeting

Project Location Midland County

IH 20 Improvements – New Interchange at CR 1250 CSJs 0005-14-082 & 0005-14-084

Project Limits FM 1788 to LP 250

Meeting Location Midland County Horseshoe 2514 Arena Trail Midland, TX 79701

Meeting Date and Time January 29, 2019 at 5:00 p.m.

Presenters Gene Powell, TxDOT Brad Kwaterski, AECOM

Elected Officials in Attendance Robin Donnelly, Midland County Commissioner

Total Number of Attendees (approx.) 33

Total Number of Commenters 19

Contents

A. Comment/response matrix B. Notices C. Sign-in sheets D. Comments received E. Figures

760.07.TEM A. Comment/Response Matrix

Comment Commenter Date Received Source Comment Response Number Name 1 Becky 1/29/19 Public Timeline Copy. [email protected] A copy of the presentation showing the timeline is available at: https://www.txdot.gov/inside-txdot/get- Waldrop Meeting involved/about/hearings-meetings/odessa/012919.html. The link will be provided to Ms. Waldrop. Comment Card

2 Jami Huber 1/29/19 Public Road safety is very important to me. Anything we can do to improve Thank you for your comments. Owen Meeting roads will help reduce accidents. Comment West Texas has limited roads with increasing traffic volume. More roads Card may not be possible – but improved roads are possible. Taxes gained from oil and gas need to be put back into the infrastructure of the Permian Basin. We West Texans are two and one half times more likely to be killed in a car crash than any other place in Texas. If the Permian was a country – we’d be the 4th largest oil producer in the world. Texas must support the industry that provides value. 3 Landon 1/29/19 Public Need 1- way frontage throughout Midland-Odessa corridor. “Express” Thank you for your comments. One-way frontage roads are not proposed as part of this project; however, Merritt Meeting style lanes for traffic which will not exit in the greater Midland-Odessa TxDOT is currently undertaking a study to make additional improvements to the I-20 corridor in the Odessa- Comment area (~34 mi). Midland area. Card

4 Kathleen 1/29/19 Public It would be very helpful and would greatly benefit the public if TxDOT Thank you for your comments. Improvements to FM 1788 are not a part of this specific project scope; and Dr. Meeting would construct multiple lanes for oilfield and other traffic headed however, proposed ramp reconfigurations are expected to improve congestion at the intersection of I-20 and Michael Comment northbound on FM 1788 to relieve pressure. Lines of traffic headed FM 1788. Tryon Lewis is no longer serving on the Texas Transportation Commission. McCulloch Card north on FM 1788 are regularly backed up for over 1 mile. Smaller trucks and vehicles regularly use the borrow ditch to drive almost a mile up to the intersection of FM 1788 and I-20. Therefore, more lanes for northbound traffic are needed, or , at least a long (1 mile) turn lane for traffic heading to turn right (eastbound) at the intersection of FM 1788 and I-20. The turn lane would at least relieve pressure on traffic trying to get up to the intersection of FM 1788 and I- 20. Even a temporary lane would help. P.S. Where is my friend Tryon Lewis – TxDOT chair??? 5 Kathleen 1/29/19 Public We live south of I-20 about 1 mile on CR 1285. Oilfield truck traffic is Thank you for your comments. Improvements to FM 1788 are not a part of this specific project scope; and Dr. Meeting terrible and is backed up on FM 1788 for at least 1 mile trying to get to I- however, TxDOT is currently undertaking a study to make additional improvements to the I-20 corridor in the Michael Comment 20 or go over the overpass northbound at the intersection of FM 1788 Odessa-Midland area, which includes the intersection at FM 1788. McCulloch Card and I-20. Traffic is bad all the time, but especially from 4:00 pm – 7:00 pm every day. This is not only inconvenient but most importantly it presents a public safety issue. Because of the oilfield traffic, we and other taxpayers who live in the area cannot leave our property during these times without waiting in a line of oilfield traffic for 30+ minutes. There is no way police, sheriff, ambulance and fire departments could come to the aid of anyone in time to save lives and property. Several years ago (before) the boom hit a peak – there were many wildfires that burned a lot of pasture land from 1788 to Loop 250. Many of the landowners, including ourselves, have livestock that will perish in any type of wildfire that will most certainly occur again. There are no alternate routes to escape. Therefore danger is heightened also because of oilfield activity (i.e., welding, etc.) 6 Michael 1/29/19 Public My father, H.C. McCulloch donated the land for CR 1250. I would like the Comment noted. McCulloch Meeting road named for him. Comment Card

7 James 2/4/2019 Mail We support the project. The proposed interchange fills a gap in Comment noted. Beauchamp Interstate 20 infrastructure and would help relieve already over- MOTRAN burdened interchanges at West Loop 250 and I-20, and at FM 1788 and Alliance, Inc. I-20. Additionally, the proposed interchange facilitates additional industrial development between I-20 and BI-20

8 Dustin 2/4/2019 Mail I strongly support this project. The project addresses multiple concerns Comment noted. Fawcett such as interchanges that exist currently while also providing relief/alternate route for traffic. Plus, additionally, this will be a great first step in addressing interstate needs on I-20 while also facilitating industrial development.

9 Chris 2/4/2019 Mail I attended the IH 20 Improvements meeting on January 29. Thank you for your comments. The proposed ramps will allow traffic to bypass the frontage road intersections McIntosh In my opinion I believe that the overpass at the intersection is a total with FM1788 and LP250. As a result, it is anticipated that traffic will be reduced at these intersections. Ramp waste of (taxpayer) money for an area that has little to business improvements are also proposed between Midkiff Road and Loop 250 as part of a separate project. TxDOT is demands. The major issue I see with doing this is the increased amount currently undertaking a study to make additional improvements to the I-20 corridor in the Odessa-Midland of traffic on Midkiff and Loop 250, that we are already seeing with the area. damaged overpass. Since it was hit we have seen our revenue decrease due to customers not wanting to deal with the traffic congestion. The other issues I see is on HWY 80/BUS 20. That is already a nightmare to cross over to get to 1250 from HWY 80/Bus 20, as for traffic using Industrial (headed east) to get to 1250 it needs to be completely repair as for nobody will take owner ship of it so it can be repaired. Being that we own multi properties on IH 20 between Loop 250 and Midkiff. I believe the money will be better spent increasing the number of on/off ramps to the existing services road between Midkiff and 1788. By doing this you will relieve some of the traffic congestion that is already a major issue at Loop 250 and 1788. My last suggestion is to repair the lanes at Midkiff and Cotton Flat Overpasses. The large amount of truck traffic with narrow/sharp radius bend lanes makes it difficult to pass thru. The number of business, along with population, that have been developed south of IH 20 is incredible. The city/county has done nothing to help the growth in the areas. I am willing to discuss the matter further detail if you like my opinion as a lifetime resident and local business owner. 10 Anthony 2/14/2019 Mail The following comments are respectfully submitted on behalf of The new ramp location will still provide access to the property located at 10400 IH 20 at FM 1788, Midland, Sullivan Petroleum Wholesale, L.P. ("PW"), which owns and operates the Main Texas 79706. Street Market travel center located at 10400 IH 20 at FM 1788, Midland, Texas 79706. The Logo and Directional Signs program provides information to motorists about traveler services on Texas It is evident that the planning for the Project was undertaken without highways. Eligible businesses may lease space on these signs for gas, food, lodging, camping and 24-hour any regard for the businesses in this area, particularly those at the pharmacies. Major shopping areas are also allowed to lease individual signs. The Logo and Directional Signs intersection of IH 20 and FM 1788. The Project with have an enormous program allows eligible businesses and attractions to lease signs for tourist attractions on rural, lower-volume, detrimental impact on PW's business because the current exit is being state highways. TxDOT has partnered with LoneStar Logos & Signs to operate this program. Please contact moved back 7500 feet, eliminating the visibility of the travel center to them at 1-800-940-4067 for information on eligibility, availability and pricing. the motoring public. In PW's industry, travel centers and/or convenience stores rely on visibility because a majority of customers are "impulse" customers as they exit the highway when they see the travel center ahead. This Project eliminates visibility and thus completely destroys the majority of PW's customer base. It is unfathomable that no business, including PW, was consulted with to determine the detrimental economic impact this Project will have on business in this area. The current exit backs up in the morning hours. The Project, however, does not eliminate this problem. Rather, the Project merely transfers the congestion from the highway to the feeder road. The issue that causes this problem is the traffic light at FM 1788, where vehicles must wait, resulting in heavy congestion. Rather than moving the exit, the proper way to address this congestion issue is to install a through street whereby vehicles whose intent is to continue west on the feeder of IH 20 can bypass the light at the intersection of FM 1788. This will directly address the congestion whereas the Project does not. Finally, PW has invested millions of dollars into its location at the intersection of IH 20 and FM 1788. This location contributes significant tax revenue to the county and provides dozens of local jobs to the economy. The property value is greatly impacted by the access and current exit. By eliminating the exit that is responsible for customers accessing PW's travel center, the Project also destroys the property value of the property rendering PW's investment into this community worthless. 1/29/2019 Public At what point in the timeline do we do the drainage considerations? In the schematic design, we look at drainage on a high level so we’re looking at flow and we’re checking where Meeting the water is going. The detailed drainage design will take place during final design. Q&A

11 1/29/2019 Public What are “corner clips”? Corner clips occur when TxDOT purchases a corner of a property, typically for intersection improvements. Meeting Q&A

12 1/29/2019 Public When would the construction be complete? Construction is projected to take approximately 18 to 24 months. Meeting Q&A

13 1/29/2019 Public How about the other end of 1250? What about the backup there? TxDOT has no jurisdiction over CR 1250, so this issue is not being addressed in this project. Meeting Q&A

14 1/29/2019 Public Have funds been committed for this project? Yes. Meeting Q&A 1/29/2019 Public CR 1270 going toward I-20 is not in good condition. Has there been any TxDOT does talk with Midland County about transportation issues but cannot tell the County what to do with Meeting communication with Midland County to make these other roads more their roads. Q&A drivable? Currently, they’re horrible.

15 1/29/2019 Public The traffic backs up going to 1788. By making the exit a mile and a half Ultimately this ramp will allow some of the queuing to occur on the frontage road rather than on the Meeting from 1788, it puts pressure on the feeder streets. You’re not really mainlanes. Q&A addressing the problem on 1788 but it should be considered.

16 1/29/2019 Public What about south side access at CR 1250? Access driveways would be repaved to the ROW line if they are currently paved. Meeting Q&A

17 1/29/2019 Public Can you widen 1788 as it approaches I-20 on the east side? There are This improvement is not covered under the current project so it would require a completely new project. Meeting backups now and we need a turn lane on 1788 (headed east). There is currently no funding for such a project. Q&A

18 1/29/2019 Public The position of the off ramps affects every business on a corner. Why X-configuration ramps eliminate queuing on the mainlanes. Meeting would the order of the on ramps and off ramps change? Q&A 19 1/29/2019 Public I’m concerned that drivers will not see local businesses if we go to 1-way TxDOT wants to remove queuing on the mainlanes. This project will maintain two-way frontage roads. One- Meeting frontage roads. Why not just widen the freeway? way frontage roads are not proposed as part of this project. Q&Q

B. Notices

3901 EAST HIGHWAY 80 | ODESSA, TEXAS 79761 | (432) 498-4697 | WWW.TXDOT.GOV

February 4, 2019

Name Name Address Address City, State Zip

Regarding: Public Meeting Highway: IH 20 Limits: From Loop 250 to FM 1788 CSJ: 0005-14-084 County: Midland

Dear Name Name,

The Texas Department of Transportation has scheduled a public meeting to provide details about a proposed project on IH 20 from Loop 250 to FM 1788 in Midland County, Texas. For details about the project and the public meeting, please see the attached public notice.

If you have any questions or concerns, please contact Gabriel A. Ramirez, P.E., Advanced Planning Engineer, TxDOT Odessa District Office, 3901 East Highway 80, Odessa, Texas, 79761, by telephone at (432) 498-4645, or email [email protected].

Sincerely,

Robert Ornelas, P.E. Director of Transportation Planning and Development Odessa District

Enclosure

OUR VALUES: People • Accountability • Trust • Honesty OUR MISSION: Through collaboration and leadership, we deliver a safe, reliable, and integrated transportation system that enables the movement of people and goods.

An Equal Opportunity Employer

NOTICE OF PUBLIC MEETING The Odessa District of the Texas Department of Transportation (TxDOT) has scheduled a public meeting for proposed improvements to Interstate Highway (IH) 20 between Loop 250 and Farm-to-Market (FM) 1788, in Midland County, Texas. The public meeting is scheduled for: 5:00 PM to 7:00 PM, Tuesday, January 29, 2019 Midland Horseshoe, Education Building 5214 Arena Trail, Midland, TX 79701

The purpose of the meeting is to provide information about proposed improvements and gather input from the public. Maps of the project area and other displays will be available for review and comment. TxDOT staff will be available to answer questions. The meeting will consist of an open house from 5:00 p.m. to 6:00 p.m., followed by a brief presentation and a question-and-answer session. TxDOT proposes to improve a segment of the IH 20 corridor between Loop 250 and FM 1788, in Midland County, by constructing a new interchange at County Road (CR) 1250, constructing new ramps, and improving frontage roads. The purpose of the proposed project is to improve access to and from the industrialized area serviced by CR 1250, and reduce congestion at the north frontage road intersections of IH 20 at Loop 250, and IH 20 at FM 1788, by reducing the traffic at these locations. Persons interested in attending the meeting who have special communication or accommodation needs, including the need for language interpreters, are encouraged to contact the TxDOT Odessa District Public Information Office at (432) 498-4746 at least two working days prior to the meeting. TxDOT will make every reasonable effort to accommodate these needs. Verbal and written comments from the public regarding these improvements are encouraged. Comments may be submitted either at the public meeting or in writing within 10 days after the public meeting and must be postmarked by February 8, 2019, to be included as part of the official public record. For additional information, please contact Gabriel A. Ramirez, P.E., Advanced Planning Engineer, TxDOT Odessa District Office, 3901 East Highway 80, Odessa, Texas, 79761, by telephone at (432) 498-4645, or email [email protected].

The environmental review, consultation, and other actions required by applicable Federal environmental laws for this project are being, or have been, carried-out by TxDOT pursuant to 23 U.S.C. 327 and a Memorandum of Understanding dated December 16, 2014, and executed by FHWA and TxDOT.

Project Location Map

C. Sign-in Sheets

D. Comments Received

E. Figures

Meeting Exhibits

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TIMELINE 2019 2020

Environmental FHWA Review/ Finalize Project Study Comments PS&E Design Letting Spring 2019 Summer 2019 Winter 2019 February 2020

Finalize TxDOT NEPA ROW Begin Construction Schematic Design Decision Acquisition Summer 2020 Summer 2019 Summer 2019 Winter 2019

2nd Public Meeting Winter 2019 R Questions and Comments

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G M G LANE

14'

2' 00 00 10 P + C G G M GATE 1 . 5 X 5

G A S V A L V E S W/

S T EE L P P E F E N C E G I G

GAS ATMOS GAS

GM RISER GM

GAS ATMOS GAS L P 18' 10

" H W P R E I GH V WV S S FH V C W U R E 235+00

E X S T R O W 340+00 I BARBED WIRE FENCE 1 0

" H G

P R E I G H G M

L S S U O R

E G V

P S

135+00 GATE C C O N C .

E D R I V E E X T R O W R I S X I

T 18'

1 ASPHALT PARKING ASPHALT 1 2 EXISTING R.O.W.LINE 2 5 2.0% (TYP) 8 14' 2'

|FRWB ASPHALT

0 GATE LANE 12'

GL WL

: 8' 1 VA R I E S

CHAINLINK FENCE

|RAMP ASPHALT PARKING ASPHALT 8' S H L D R

(TYP)

2.5%

RAMP

14'

8 4

1 1 O C X C + F # 1 800 4 410 2 23 14 150' T I P

. 00 00 10 P +

C GATE

VARIES 6

3-17' : MU FORCE AIR COMMEMORATIVE

2'SHLDR 1

E MIDLAND9 BIG SPRING49 BIG MIDLAND9 1

X L

10' P ASPHALT PARKING ASPHALT S H L D R I 2.0% (TYP) 8 T LANE 12' AT APPROXIMATELYSTA137+91.00 GUIDE SIGNTOBEPLACED LANE 12' C C 240+00 4' S H L D R 345+00 TYPICAL C-C 18' [ IH20

| RPEBOFF_1788

18' 1 2

3 6 + 16 P C 140+00

A S P H A L T D 4' R I V E S H L D R LANE 2.0% (TYP) 12' | IH20FRWB LANE 12' | IH20FREB 10' 2'SHLDR S H L D R VARIES

3-17'

[ IH20CL

T T P E D

| RPWBON_1788 P . T

14 + 0 1 L 0

: 9 1 O

150' FP (TYP) L

2.5% O

RAMP

14' F

|RAMP L

P O 8'

S H L D R

W 6 WM

8' :

1 VA R I E S LANE 2.0% (TYP) |FREB 12'

2' 5\8" W\RODS CAP W\RODS 5\8" LANE 14' 2'

W W V V

F H

W V 18' S T O P S CR 127 3

284 6 .11311

245+00

P . C 1 6 + 5 A 2 8 2 S P H A

BARBED WIRE FENCE L T R OA E X S T R O W D

I 350+00

C R

F O C I X C S 1273

MIDLAND INTL AIRPORT EXIT AIRPORT INTL MIDLAND P 145+00

CHAINLINK FENCE

DIRT PARKING DIRT

. 75 60 22 P + T

T T P E D

WOOD FENCE LEGEND: LEGEND:

OF TRAFFIC PROPOSED DIRECTION PROPOSED REMOVAL PROPOSED DRIVEWAYS PROPOSED BRIDGES PROPOSED FRONTAGEROADS PROPOSED RAMPS CR 1250 PROPOSED CROSSSTREET/ PROPOSED MAINLANES/IH-20 CTB RETAINING WALL PROPOSED ROW EXISTING ROW

L T

O J B T L O 250+00 EXISTING R.O.W.LINE

355+00

EXISTING R.O.W.LINE

. 26 35 22 P + T 150+00 F O C I X C T T P E D

WOOD FENCE

DIRT PARKING DIRT

GAS-EXIT 126 FOOD-EXIT 126 FOOD-EXIT 126 GAS-EXIT T PROPOSED R.O.W. T P E D

CHAINLINK FENCE

LE V E L 3

BARBED WIRE FENCE 255+00

360+00 S

D I R T D R I V E

1270 155+00

SP HA L

CHAINLINK FENCE LT O

R OAD

MILE 128 MILE

GAS HENRY GAS DIRECTIONAL ARROW DIRECTIONAL S T O P C R 1 270

F O C I X C 128 MILE

5\8" W\RODS CAP W\RODS 5\8" T P E D

2 8 40 10142 T P P W ME TE R BARBED WIRE FENCE . \ F

P GATE

E X I S T R O W GAS HENRY GAS 18'

PROPOSED R.O.W. GAS HENRY RES. HENRY GAS

BARBED WIRE FENCE

GAS HENRY GAS G

V DO C 3 6 " DO

GAS HENRY GAS

GAS HENRY RES. HENRY GAS G C V 36 GAS HENRY RES. HENRY GAS " LANE 14' 2' |FRWB

2.0% (TYP) MEDIAN CROSSING PROHIBITED CROSSING MEDIAN LANE 12'

G A S H E N R Y R E S 4 3 2 694 3 00 0 FUTURE SHLDR/ . . .

LANE O L Y D O C 12' 4 P 3 6

AUX " " 2'

D D

: 1 EXISTING R.O.W.LINE EXISTING R.O.W.LINE 150' 34'

6 :

1 260+00

10' F O C C A B L E 365+00 1 4 3 2 . 3 6 3 . 7 2 00 2.0% (TYP) S H L D R LANE 12' LANE 12' S P E E D L I MI T 5 5 TEXAS349 INTL MID EXIT126 160+00 4' S H L D R

TYPICAL D-D

18' [ IH20

. 00 00 10 P + C T 18' J B T 4' S H L D R LANE 12' 2.0% (TYP) | IH20FRWB | IH20FREB [ IH20CL LANE 12' 10'

S H L D R

6 : 34'

150' 1 I X C

4 : 1 FUTURE SHLDR/ LANE 12' AUX 2' | RPWBOFF_1788 2.0% (TYP) | RPEBON_1788 LANE |FREB 12' 265+00

LANE

370+00

14'

2' . P 13 T 41 +

23 LEVEL 3 LEVEL

18'

BARBED WIRE FENCE

. 00 00 10 P + C 165+00

E X I S T R O W BARBED WIRE FENCE

| RPEBON_1788 DIRT PARKING DIRT

C HA I N L I NK F E N C E

ASPHALT DIRT PARKING DIRT E X I S T R O W

18'

5 1 6 5 3 + 1 T P 2.0% (TYP) 14' 2' |FRWB

WA T C H F O R WA T E R O N R OA D ROAD ON WATER FOR WATCH LANE 12' 270+00 2'

375+00 ASPHALT PARKING ASPHALT

: 8' | RPWBOFF_1788 1 VA R I E S |RAMP 8'

H L D R A T T T S T

L (TYP) P

2.5% RAMP O 14' 170+00 150' I X C

VARIES 6

3-17' :

2'SHLDR 1 10' S H L D R 2.0% (TYP) EXISTING R.O.W.LINE LANE

12' DIRT PARKING DIRT LANE 12' EXISTING R.O.W.LINE 4'

S H L D R

S S TYPICAL C-C 18' [ IH20

C H A I N L N 18' I K F E N C E 4' S H L D R LANE 2.0% (TYP) 12' LANE 12'

C C ASPHALT PARKING ASPHALT 10' 2'SHLDR S H L D R

VARIES

3-17'

275+00

. P 2 3 C 21 + 6 91 : 380+00 1

150' MEDIAN CROSSING PROHIBITED CROSSING MEDIAN (TYP) 2.5% RAMP 14'

|RAMP

5\8" W\RODS CAP W\RODS 5\8"

DIRT PARKING DIRT

8' P

S H L D R 175+00

FL=2827.91' 18"RCP 6

FL=2830.73' GI 4'X0.55' GI

VA R E S L

I L

O FL=2826.98' 18"RCP O AT APPROXIMATELYSTA174+67.00 GUIDE SIGNTOBEPLACED

E LANE

1 2.0% (TYP) |FREB 12' C H A 2' I N L X I NK 2 F E 1 1 1 N REF. 2832 2 9

L E V EC EL 3 1 8 773 6 6 8 3 4 4 . REF. REF.

7 LANE

T 14' 2' 1 8 " R C P F L = 2 8 2 8 . 0 7 ' 1 8 " R C P F L = 2 8 2 6 79 . GAUGE FLOOD ' GAUGE FLOOD 18 " R C P F L = 28 2 6 . 7 7 '

1 8 " R C P F L = 2 8 2 8 . 1 2

REF. '

REF.

FL=2827.92' 6-6'X4'RCB

FL=2826.98'

18"RCP

FL=2827.45' 6-6'X4'RCB

FL=2827.87' 18"RCP

18'

FL=2830.71' GI 4'X0.55' GI

. 2

W 88 56 25 P +

S CULVERT NEEDED 6-6'x 4'BOX EXTENSION OF

CULVERT NEEDED 6-6'x 4'BOX EXTENSION OF

. 9

E X I S T R O W DIRT PARKING DIRT

95 3 2 3 + 2 S P C

BARBED WIRE FENCE

280+00 P O

F B E R O P T C C A B 4 3 2 3 6 3 7 2 00 385+00 I I - - E X I S T R O W 18' F E 180+00 2.0% (TYP)

M ASPHALT PARKING ASPHALT X 14' 2' |FRWB I

LANE 1

12' 2'

20 69 25 P + T 2

7 4 T 7 : C A T V

1 8 F O C 34'

: AT APPROXIMATELYSTA178+78.50 GUIDE SIGNTOBEPLACED 1 150' 2.5% (TYP) 8' WIDEN 0-24' S H L D R

0'-14' DIRT PARKING DIRT ACCEL LANE LANE 2.0% (TYP) 12' | IH20FRWB | IH20FREB LANE 12'

4' T

F L

P S H L D R O TYPICAL B-B

18' ASPHALT PARKING ASPHALT [ IH20 18' 285+00 B B 390+00 4'

2.0% (TYP) S H L D R L E V EL 3 LANE 12' [ IH20CL LANE

12' ASPHALT DRIVE ASPHALT 185+00 0'-14' DECEL 2.5% (TYP) LANE WIDEN 0-24' 8' S H L D R

150'

: 1

34'

EXISTING GROUND F LANE L

2.0% (TYP) P O |FREB

12' ASPHALT PARKING ASPHALT 2' LANE 14' 2' 18'

E X I S T R O W DIRT PARKING DIRT 290+00

I X C 395+00

F P

190+00

ASPHALT PARKING ASPHALT

5\8" W\RODS CAP W\RODS 5\8" ASPHALT PARKING ASPHALT

BARBED WIRE FENCE

28 3 2 . 12107 MIDLAND NEXT 9 EXITS 9 NEXT MIDLAND

C A B L E 1

T 295+00

FP L O

400+00 ASPHALT PARKING ASPHALT

195+00 DIRT PARKING DIRT

I X C

ASPHALT PARKING ASPHALT

DIRT PARKING DIRT

F P 300+00

BARBED WIRE FENCE 405+00

200+00 LEGEND: LEGEND:

T J B T OF TRAFFIC PROPOSED DIRECTION PROPOSED REMOVAL PROPOSED DRIVEWAYS PROPOSED BRIDGES PROPOSED FRONTAGEROADS PROPOSED RAMPS CR 1250 PROPOSED CROSSSTREET/ PROPOSED MAINLANES/IH-20 CTB RETAINING WALL PROPOSED ROW EXISTING ROW EXISTING R.O.W.LINE EXISTING R.O.W.LINE

305+00

18"RCP FL=2833.71' 18"RCP 5\8" W\RODS CAP W\RODS 5\8"

410+00

FL=2832.00' 18"RCP

I X C REF.

REF. REF.

2835 10929

205+00 .

1 8 " RC P F L = 2 8 32 . 0 4 ' 18 " R C P F L = 283 3 . 79 '

18"RCP FL=2833.73' 18"RCP REF.

RC P F L = REF.

1 8 " 2 8 32 . 0 4 ' 1 8 " RC P F L = 2 8 33 7 9

FL=2832.15' 2-5'X2'RCB

REF. .

FL=2832.56' 2-5'X2'RCB GI 4'X0.55' GI

FL=2833.30' '

FL=2832.03' 18"RCP F ½ M E

X 1 I M T 7 I L 1 7 E 2 8 7 AT APPROXIMATELYSTA206+00.00 GUIDE SIGNTOBEPLACED E X I S T R O W

18' MILE 129 MILE I X C 129 MILE 310+00

BARBED WIRE FENCE 2.0% (TYP) LANE 415+00 14' 2' |FRWB

P P W\ METE R LANE 12' 2' C A B LE 1

: 210+00

1 CAP W\RODS 5\8" 46' 150'

6 S T O P S CR 1 260 : 2837 10806 1 .

A SP HA LT R OAD CR

10' 1260

2.0% (TYP) S H L D R LANE

12' DIRT DIRT LANE

12' WATCH FOR WATER ON ROAD ON WATER FOR WATCH

4' A SP S H L D R HA LT TYPICAL A-A 18'

[ IH20

L O

18' A SP HA LT 4' S H L D R A A LANE

WA T C H F O R WA T E R O N R O AD

12'

2.0% (TYP) L

DIRT DIRT

LANE I

12' L

315+00 I

F E

420+00

N C

10' E S H L D R

| IH20FRWB CONC.

| IH20FREB

6 :

BARBED WIRE FENCE

215+00 150' 1

46'

T C ND E

L F

ASPHALT PARKING ASPHALT

4 :

PIPE FENCE

1 I X C LANE

2.0% (TYP) L

|FREB 12' O 2' LANE 14'

CONC.

GATE DIRT ROAD DIRT EXISTING R.O.W.LINE

18'

EXISTING R.O.W.LINE

L F O

E X I S T R O W P C ND E

CONC.

ASPHALT PARKING ASPHALT P

O O

S L O

320+00 CONC. 425+00

220+00

T C N D E

L F

O P

CONC. DIRT PARKING DIRT

T E

[ IH20CL ASPHALT PARKING ASPHALT

I X C

O C ND E

F C ND E O P

5\8" W\RODS CAP W\RODS 5\8" L

REF. REF.

2845 .1077 1

325+00

REF.

FL=2844.06' 5'X2'RCB

FL=2843.72' 5'X2'RCB

FL=2844.94' 4'X0.55' GI

430+00 DIRT PARKING DIRT

225+00

ASPHALT PARKING ASPHALT

T C N D E F L

DIRT PARKING DIRT

T C N D E

F P

CHAINLINK FENCE CONC. PARKING CONC. EXISTING R.O.W.LINE EXISTING R.O.W.LINE

C N D E

T E P E D W\ METE R F P

BARBED WIRE FENCE DIRT ROAD DIRT 330+00 435+00

CHAINLINK FENCE DIRT PARKING DIRT

I X C

230+00

D ASPHALT DRIVE ASPHALT

WOODEN FENCE

S ASPHALT PARKING ASPHALT

M F P LE V E L 3 1

X M 1 I T I 7

L C ND E

E T 1

CHAINLINK FENCE 7

EXISTING R.O.W.LINE T P E D

2 DIRT PARKING DIRT 8 7 335+00 440+00

AT APPROXIMATELYSTA232+00.00 GUIDE SIGNTOBEPLACED

T EXISTING R.O.W.LINE

F P C ND E

T T P E D

235+00

ASPHALT PARKING ASPHALT

L O

T A TT T

TPED FP

P CNDE

CHAINLINK FENCE L 1

P DIRT E

M MEDIAN CROSSING PROHIBITED CROSSING MEDIAN I 2 T I

5\8" W\RODS CAP W\RODS 5\8" GA

1 T

E PARKING I X C ASPHALT 3

0 0

A T T S T O P S C R 125 5 AT APPROXIMATELYSTA238+00.00 GUIDE SIGNTOBEPLACED 285 2 . 10644

A SP CR HA LT

R OAD T 1255

A T T

TPED

ASPHALT PARKING ASPHALT

DIRT

340+00

WATCH FOR WATER ON ROAD ON WATER FOR WATCH T E 445+00

CHAINLINK FENCE DIRT PARKING DIRT

A TT

240+00

O DIRT ROAD DIRT

T T P E D

REF. T

F P

18 " C MP CR U S H E D

ASPHALT PARKING ASPHALT

ATT

L O

REF. 1 8 " C P

DIRT PARKING DIRT

T E

CHAINLINK FENCE

T T P E D

2 8 59 . 09 1 514/ 2 "

345+00 ASPHALT PARKING ASPHALT

450+00

F P 245+00

C H A I N L I NK F E N C E

DRIVE

DIRT ATT

F P

CHAINLINK FENCE

D L

P C 3 24 5 + 9 3 3 7 T T P E L

. F

F L P

O C ND E

REF.

5'X2'RCB FL=2860.81'

BARBED WIRE FENCE

REF.

FL=2861.09' 5'X2'RCB

FL=2862.00' GI 4'X0.55' GI ASPHALT PARKING ASPHALT P C 2 2 4 7 + 4 5 . 9 8 [ IH20CL

P RC 3247 + 98 . 9 7

T T P E D

P RC 2 24 8 + 72 . 0 6 350+00

455+00 DIRT ROAD DIRT 3250+00 2250+00

250+00 ASPHALT PARKING ASPHALT PT 3250+00.01 PT 2250+00.01

I X C

C N D T E

O P [ IH20STA254+00.00 BEGIN WALL [ IH20STA254+00.00 BEGIN WALL

A T T LEGEND:

355+00 G A TE 460+00

TYPICAL C-C 5\8" W\RODS CAP W\RODS 5\8"

X O W O

E I S T R L O

T T P E D T

18' F

P WATCH FOR WATER ON ROAD ON WATER FOR WATCH 3255+00 2255+00 255+00

CHAINLINK FENCE

2867 . 1055 5 LANE 14' 2' |FRWB 2.0% (TYP) LANE 12' | IH20MLWB FUTURE U-TURN SHLDR/ 0-12'

LANE | IH20MLEB

4 :

VARIES 32'-44' 1

150'

T FP 2' 2.5% (TYP) 10' | IH20MLEB S H L D R | IH20MLWB LANE 12' [ MLWB | IH20FRWB LANE 12' | IH20FREB

2.0% (TYP) FASTEN SAFETY BELTS STATE BELTS SAFETY FASTEN FUTURE SHLDR LANE WIDE FOR 18' 4' TYPICAL E-E [ IH20

12' * 360+00 465+00 2.0% (TYP) FUTURE SHLDR LANE WIDE FOR 18' PGL LANE 12' [ MLEB 3260+00 2260+00 260+00 2.5% (TYP) LANE 12'

10'

S H L D R I L

O A

2' R D 32'-44'

VARIES

DIRT ROAD DIRT

150' F P F O C C A B LE 1

I X C MILE 130 MILE FUTURE U-TURN SHLDR/ 0-12' LANE 2' E E 2.0% (TYP) LANE 12' L |FREB ½ P

E LANE

14' LE X

I M L

2 T 3 I 5

E F

18'

: 3 0 1 0

E X I S T R O W

AT APPROXIMATELYSTA264+00.00 GUIDE SIGNTOBEPLACED FOC

CHAINLINK FENCE 365+00 470+00 EXISTING R.O.W.LINE EXISTING R.O.W.LINE

BARBED WIRE FENCE 3265+00 2265+00 265+00

. L O 00 + 0 5 T PROPOSED R.O.W. O

P 10+00

JBT @ F O C

T F O C C A B L E 1 F P

P 5\8" W\RODS CAP W\RODS 5\8"

ON C O R # 800 666 261 4

L . . O

[ CR1250

D R T G

I A

D R I V ET E

FOC

GV S T O P S C R

T 2 12 5 0 .

R A 1

N 04

S 8 M F

. WL

I S 3 30

S O

I O N 3 T R C +

A N L

S M I N E 9

I S S I A X S 5

T R AN I O N P H A L

S M L C T R I N H O I E A D 53

SS C G A A T MO

I ON V S S

E X S T R O W L 1 P .

I 3

I N 1

E H

V 0

T CR 14

E +

18' H U T 1250

V F G L F

1 1 6 61 RELOCATION REQUIRED DUE TOINADEQUATEVERTICALCLEARANCE. CONFLICT WITHPROPOSEDROADWAY ONCOR TRANSMISSIONLINESIN 5 "

U T

T C

V F FO OC C R

1 GVGA S WE S TE X

3 P H

4 G H L 2.0% (TYP)

LANE 72 V

14'

2' 1 . |FRWB 5 L

370+00 O 49 +

475+00 63

LANE 10+00 H

12' WE S TE X T R N S

2' . 8 0 056 2 587 9 V T

13 P

UUTE 1

@ C N D E PROPOSED R.O.W. H

U E . V

BARBED WIRE FENCE L O 15 @W \ PCTEPN DL EE .. 3270+00 2270+00

270+00 L O 44' 150' 2' 2.5% (TYP) 10'

S H L D R FOC LANE 12' [ MLWB

LANE F

12' F

P 2.0% (TYP) F

P L

A D R T

I O

T D R V E E I

FUTURE E

SHLDR

WIDE N LANE

FOR N

18'

I A

LE T 4' TYPICAL F-F [ IH20

12' * 2.0% (TYP) FUTURE

SHLDR

LANE WIDE

FOR I

18'

N T

PGL F

P T LANE 12' [ MLEB 2.5% (TYP)

LANE

12' I

LE T E E 375+00 10'

S H L D R 480+00

. .

35 95 479 95 14 375 P P + + T T O O 2' POT 274+21.43

POT 2274+21.43 POT 3274+21.43

150' F P

44' F O C I X C 4 3275+00 2275+00

: 275+00

1 LANE 12' 2.0% (TYP) |FREB 2' LANE 14'

18'

: 1

E X I S T R O W

DRIVE DIRT 380+00 485+00 EXISTING R.O.W.LINE EXISTING R.O.W.LINE 3280+00 2280+00 280+00

IRON & BRICK FENCE

BARBED WIRE FENCE

E X I S T R O W

18'

ASPHALT PARKING ASPHALT

F O C I X C L

2.0% (TYP) G

CONC. L

LANE

|FRWB A

14' O

2' T

E S LANE

12'

8 10

32'-34' 3

VARIES .

4 CAP W\RODS 5\8" 3 [ IH20STA282+57.56 END WALL

6 : 1 150' 8'

2.5% (TYP) S H L D R 12-14' ACCEL LANE

* 385+00 490+00 LANE 12' [ MLWB

IRON & BRICK FENCE LANE 2.0% (TYP) 12' [ IH20STA284+00.00 END WALL 3285+00 2285+00 285+00 FUTURE SHLDR LANE WIDE FOR 18' TYPICAL G-G 4' [ IH20

12' * ASPHALT PARKING ASPHALT G G FUTURE SHLDR 2.0% (TYP) WIDE LANE PGL FOR

18' CONC. LANE 12' [ MLEB LANE 12' 2.5% (TYP) | IH20FRWB 12-14' DECEL LANE | IH20MLWB * | IH20FREB

* | IH20MLEB 8' S H L D R

150'

6 : 32'-34' VARIES

[ IH20CL

1 DIRT PARKING DIRT LANE 2.0% (TYP) 12' 2' |FREB

390+00

LANE

00 00 10 P +

14' C

495+00

. 00 00 10 P + C

F O C I X C T IRON & BRICK FENCE

E 18'

I 3290+00 2290+00 290+00

X R O W 2 E I S T 1

AT APPROXIMATELYSTA290+59.00 GUIDE SIGNTOBEPLACED

94 19 + 12 P T

. P 1 T 2 18 + 56 S T O P

A S

D P H A L

I R T W T R O

R OA D L A D

. . I I 73 53 497 33 73 392 P P + + PI 3291+79.81 PI 2291+79.79 PI 291+79.81

E X I S T R O W 18' EXISTING R.O.W.LINE 2.0% (TYP) NO R A N G 14' T E S P SS I 2' |FRWB | RPEBOFF_250 LANE 12'

2' FOC EXISTING R.O.W.LINE

395+00

: 8' 1 VA R I E S

500+00 |RAMP 8' H L D R

S AT APPROXIMATELYSTA295+00.00 GUIDE SIGNTOBEPLACED (TYP) 2.5% RAMP 14' 150' | RPWBON_250

VARIES

3295+00 2295+00 6

295+00 3-17' : 1

2'SHLDR 1 X 3

PC 2295+15.28 10'

PC 3295+15.28 I 0 S H L D R T 2.0% (TYP)

BARBED WIRE FENCE LANE 12' LANE 12' P R C 2 29 6 + 00 . 8 5

4' NO T R E SP A SS NG S H L D R F O C I X C I TYPICAL C-C 18'

[ IH20 P T 2 2 9 6 + 6 4 . 9 7

18' EXIT 131 WEST TEXAS158 LOOP TEXAS158 WEST 131 EXIT C C 4' S H L D R P RC 32 9 7 + 47 . 15 LANE 2.0% (TYP) 12' LANE

12'

FL=2862.23' 4'X0.55' GI

FL=2861.41' 5-5'X2'RCB 10' 2'SHLDR S H L D R VARIES

3-17'

REF. REF.

6 :

400+00 150' (TYP) 2.5% RAMP 14' |RAMP

505+00

MEDIAN CROSSING PROHIBITED CROSSING MEDIAN

REF.

FL=2861.11' 5-5'X2'RCB

1 CAP W\RODS 5\8"

6 02

. 1 0 2 2864 0 . 05 5 NO T R E SP A S S NG 8' I

S H L D R 6

8' :

1 VA R I E S 3300+00

300+00 LANE 2.0% (TYP) |FREB 12' 2'

LANE P T 3 3 0 0 + 25 . 43 14' 2' 18'

E X I S T R O W

41 81 + 22 P C

. P 22 C 8 + 0 0

ATT S NO T R E S P A SS I N G

F O C I X C

405+00

510+00

305+00

. 2 6 06 6 9 2 5 91 5 1 P + P + T T

NO T R E SP A SS I NG LEGEND: LEGEND: OF TRAFFIC PROPOSED DIRECTION PROPOSED REMOVAL PROPOSED DRIVEWAYS PROPOSED BRIDGES PROPOSED FRONTAGEROADS PROPOSED RAMPS CR 1250 PROPOSED CROSSSTREET/ PROPOSED MAINLANES/IH-20 CTB RETAINING WALL PROPOSED ROW EXISTING ROW

BARBED WIRE FENCE NO T R E SP A SS I NG

E X I S T R O W

410+00 18'

515+00

F O C I X C LANE 14' 2' |FRWB 2.0% (TYP) LANE

310+00 12' FUTURE SHLDR/ LANE

12' ODESSA15 MONAHANAS52 ODESSA15 AUX 2'

: 1 150' 34'

6 :

NO T R E S P A SS I NG 10'

2.0% (TYP) S H L D R LANE 12' LANE 12' 4' S H L D R TYPICAL D-D 18' [ IH20 18' D D 4' S H L D R LANE 12'

415+00 2.0% (TYP)

520+00 LANE 12'

NO T R E S P A SS I NG MILE 131 MILE 10' S H L D R

315+00

6 : 34'

150' 1

4 : 1 FUTURE SHLDR/ LANE 12' AUX 2' 2.0% (TYP)

LANE F O C X C

|FREB I 12' LANE 14' 2' 18'

NO T R E SP A S S I NG

E X I S T R O W

420+00 CAMPING NEXT RIGHT NEXT CAMPING

525+00

320+00

1 0 0 0 0 0 1 0 0 0 00 P P + + C

5\8" W\RODS CAP W\RODS 5\8"

FL=2846.24' 36"RCP

FL=2847.32' 7'X3'RCB

FL=2852.80' 4'X0.55' GI

3 0 6 4 2 + 101 1 P

2855 . 89 T

REF.

REF. REF.

7 X 3 RCB F L = 2850 27 3 6 " P F L = 2846 . 09

' ' . ' 36 " RC P F L = 2846 . 13 '

REF. '

FL=2852.80' 4'X0.55' GI REF.

. FL=2846.50' 7'X7'RCB P 13 T 0 + 7

92 FL=2846.23' 36"RCP 7'X7'RCB E X I S T R O W FL=2847.03'

18' NO TRESPASSING NO 2.0% (TYP)

425+00 14' 2' |FRWB

BARBED WIRE FENCE

530+00 LANE 12' 2'

6 5\8" W\RODS CAP W\RODS 5\8" : 8' 1 VA R I E S

325+00 |RAMP 8' S H L D R (TYP) 2.5% RAMP 14' 150'

2856 10083

VARIES . 6

3-17' :

2'SHLDR 1

N O T R E SP A S S I NG 10' S H L D R 2.0% (TYP) LANE 12' LANE

12' TRUCK 4' S H L D R TYPICAL C-C 18' [ IH20 18' N O T R E SP A SS I N G 4' S H L D R C C LANE 2.0% (TYP) 12' LANE 12'

430+00 10' 2'SHLDR N C E 535+00 F E S H L D R B A R B E D WI R E VARIES

IRON & BRICK FENCE 3-17'

6 :

1 150' (TYP) 2.5% RAMP 14'

330+00 |RAMP 8'

S H L D R MARKER PHONE 6

8' :

1 VA R I E S LANE 2.0% (TYP) |FREB 12'

(

E ) LANE 14' 2' 1 E 18' X 3 I 0 T

E X I S T R O W

AT APPROXIMATELYSTA332+29.00 GUIDE SIGNTOBEPLACED PHONE MARKER PHONE

435+00

AND

I P

N L

( N

D S

P N

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)

(

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. P 2 3 C 92 + 8 3

540+00

335+00

TEL

E D

. 93 08 26 P +

JUNCTION BOX JUNCTION

PULL BOX PULL

C PHONE MARKER PHONE E X I S T R O W

18' | IH20FRWB [ IH20CL

2 9 7 9 7 + 2

| IH20FREB P

E D 2.0% (TYP) C EXISTING R.O.W.LINE 14' 2' |FRWB E R X LANE

I 12' 2' T 1 1

4 2

440+00 : 3 1 5

545+00 0 0 34'

1 150'

. 29 63 29 P +

T WATER VALVE WATER

AT APPROXIMATELYSTA338+00.00 GUIDE SIGNTOBEPLACED WATER VALVE WATER

340+00

2.5% (TYP) FIRE HYDRANT FIRE 8' WIDEN 0-24' S H L D R 0'-14' ACCEL LANE LANE 2.0% (TYP)

12'

A I

(

LE S

)

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18'

EXISTING R.O.W.LINE

. 4 4 3 2 8 5 8 P + C 4'

2.0% (TYP) S H L D R LANE 12' LANE 12' 0'-14' DECEL 2.5% (TYP) LANE WIDEN 0-24'

IH 20 WFR

IH 20 WBML

IH 20 EFR

IH 20 EBML 8' S H L D R

44 150'

5 6

+ : 550+00

1 WATER VALVE WATER

34'

(

)

PHONE MARKER PHONE

WATER VALVE WATER WATER VALVE WATER

345+00

EXISTING GROUND LANE 2.0% (TYP)

|FREB 12' 2'

. 5 5 0 9 2 4 6 P + C LANE 14' 2'

18'

(

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STA 346+81.40 END CONSTRUCTION

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(

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PHONE MARKER PHONE

(

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460+00

PULL BOX PULL

(

)

(

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(

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(

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(

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(

)

(

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P I

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250 58 P 1 L S B OO H W

G N

P O T 3 6 1 + 4 4 . 8 5

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P N

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4-24" CMP 4-24"

250 158 S P E L B OO H

250 158 P S L E B OO H

I ON

E N

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(

)

O S

S I

S G

I N

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S A

N T

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O G

LE P N

L (

(

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FLOW LINE FLOW

N FLOW LINE FLOW

FLOW LINE FLOW

(

)

X ]=2831.42

]=2831.38

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PULL BOX PULL

AND

(

)

4 9 04 9 6 5 + P

46 P 4 2 5 5 T 8

W +

A S

TE O

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(

)

(

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]=2829.98

AND

(

)

FLOW LINE FLOW

2 C

48 V

2-4'X 2'MBC (

)

(

E )

FLOW LINE FLOW

U 48 L

E B

R T ½ R ]=2829.90

]=2829.86

G N E

X 1

(

E ) M T 2 I L 1

5 PULL BOX PULL

e 0 a

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AT APPROXIMATELYSTA445+40.00 GUIDE SIGNTOBEPLACED

P ]=2829.50

(

E ) ]=2829.50

]=2829.45

ELE

HON

]=2829.64

FLOW LINE FLOW

PULL BOX PULL

FLOW LINE FLOW

PHONE MARKER PHONE

O LE

(

E ) MILE POINT MILE POINT 132

132

4-30" CMP 4-30"

FLOW LINE FLOW FLOW LINE FLOW

]=2828.57

FLOW LINE FLOW

FLOW LINE FLOW ]=2828.49 ]=2828.52

]=2828.66 PHONE MARKER PHONE

IH 20 EFR PULL BOX PULL

IH 20 WBML

IH 20 EBML

IH 20 WFR 20 IH

(

)

(

)

PULL BOX PULL

(

)

PHONE MARKER PHONE

(

)

PULL BOX PULL

(

)

(

)

(

)

G N

]=2817.85

FLOW LINE FLOW

JUNCTION BOX JUNCTION

5 5

E E

D D

G G

E E

O O

F F

C C

ON ON

C C

R R

E E

T T

E E

T E

3'X 2'SBC

PULL BOX PULL

(

)

FLOW LINE FLOW

R T

]=2817.55

AND

(

P I

(

)

AND

(

)

TEL

E D ]=2819.35

R H 20 MP R OV E ME N T S T x D p m n o T n po on 9400 A MB E R G LE N B OU LE VA R D I I e a s e a r t e t f r a s r t a ti AU S T I N , T X 78729 S H EET 1 O F 1 P R EL M N A R Y 512 . 454 . 4797 ( F I R M #3162 ) I I c T D m T 2018 by x p n o n po on e a s e a r t e t f r a s r t a ti ; AN C O M P ANY a ll r i gh t s r e s e r v e d N E W I N TE RC HANG E A T CR 1250 S U B JE C T T O C H A N G E

P l o t t e d o n : 1 / 2 8 / 2 0 19 Presentation

IH 20 IMPROVEMENTS New Interchange at CR 1250

The environmental review, consultation, and other actions required by applicable Federal environmental laws for this project are being, or have been, carried out by TxDOT pursuant to 23 U.S.C. 327 and a Memorandum of Understanding dated December 16, 2014, and executed by FHWA and TxDOT.

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 Introductions

. Gene Powell – Public Information Officer (TxDOT) . Robert Ornelas, P.E. – TP&D Director (TxDOT) . Gabriel Ramirez, P.E. – Advanced Planning Engineer (TxDOT) . Paul Aparicio, P.E., - Project Manager (TxDOT) . Brad Kwaterski, P.E. – Project Manager (AECOM) . Other TxDOT Staff

IH -20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 2 Agenda

1 Introductions

2 Proposed Improvements

3 Why is Project Needed?

4 Environmental Considerations

5 Next Steps

6 Public Comment

IH -20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 3 Project Description

. Construction Limits: – FM 1788 to LP 250 (Approx. 5 miles) . Project Description – Construct interchange at CR 1250 – Reconfigure ramps near FM 1788 and LP 250 to accommodate new CR 1250 interchange – Reconstruct frontage roads from FM 1788 to LP 250 . Funding – $19.84M total authorized funding

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 44 Project Overview – Proposed Improvements

LEGEND Mainlane Frontage Rd Cross Street Bridges Ramps

Begin End Construction Construction

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 5 CR1250 Interchange

LEGEND Mainlane Frontage Rd Cross Street Bridges Ramps

. Construct IH-20 bridge over CR 1250 . Extend CR 1250 to southern frontage road and widen . Improve access to CR 1250

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 6 Ramps Near FM 1788

LEGEND Mainlane MIDLAND Frontage Rd INTERNATIONAL AIR & Cross Street Bridges SPACE PORT Ramps

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 7 Ramps Near FM 1788

LEGEND Mainlane Frontage Rd Cross Street Bridges Ramps

. Relocate existing WB exit ramp to FM 1788 and existing EB entrance ramp from FM 1788 . Construct two entrance ramps and two exit ramps . Construct auxiliary lane between ramps on frontage roads (open to traffic in future) . Reconstruct frontage roads to include curb and gutter

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 8 Ramps Near LP 250

LEGEND Mainlane MIDLAND Frontage Rd INTERNATIONAL AIR & Cross Street Bridges SPACE PORT Ramps

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 9 Ramps Near LP 250

LEGEND Mainlane Frontage Rd Cross Street Bridges Ramps

. Relocate existing WB entrance ramp from LP 250 and existing EB exit ramp to LP 250 . Construct two entrance ramps and two exit ramps . Construct auxiliary lane between ramps on frontage roads (open to traffic in future) . Reconstruct frontage roads to include curb and gutter

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 10 Why is Project Needed?

– Insufficient access to/from industrialized area serviced by CR 1250 on IH 20. – IH 20 freight and commuter traffic congestion at IH 20/LP 250 intersection and IH 20/FM 1788 intersection.

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 1111 Regional Compatibility

. City of Midland’s Tall City Tomorrow Plan . CR1250 as a future major arterial

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 12 Midland - Tall City Tomorrow Comprehensive Plan

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 1313 Midland - Tall City Tomorrow Comprehensive Plan

LP 250

CR 1250 FM 1788

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 1414 Environmental Considerations

Environmental Study: NEPA requires environmental analysis of a project’s impact on natural and human environment if federal funds are to be used. Natural Environment . Waters of the U.S./wetlands . Water quality . Vegetation . Wildlife . Threatened and endangered species Human Environment . Community impacts . Bike/pedestrian considerations . Parks . Traffic noise . Air quality . Cultural resources

IH - 20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 15 Next Steps

IH -20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 16 Questions and Comments

Comments must be received or postmarked by February 13, 2019.

. Submit comments at today’s meeting

. Submit in writing to: Texas Department of Transportation Attn: Gabriel Ramirez, P.E. 3901 East Highway 80 Odessa, TX 79761

. Submit by email to [email protected]

IH-20 Improvements – New Interchange at CR 1250 – CSJ 0005-14-084 January 29, 2019 17 Meeting Materials

IH 20 Improvements - New Interchange at CR 1250 Public Meeting

ELECTED OFFICIAL SIGN-IN

Please Print Clearly Tuesday, January 29, 2018 Midland Horseshoe, Education Bldg, 2514 Arena Trail, Midland, TX 79701

HOW DID YOU HEAR ABOUT THE PUBLIC # NAME AFFILIATION PHONE # ADDRESS MEETING?

17 H 20 Improvements - New Interchange at CR 1250 Public Meeting

SIGN-IN

Please Print Clearly Tuesday, January 29, 2018 Midland Horseshoe, Education Bldg, 2514 Arena Trail, Midland, TX 79701

HOW DID YOU HEAR ABOUT THE PUBLIC # NAME AFFILIATION PHONE # ADDRESS MEETING?

17 COMMENT CARD Public Meeting Tuesday, Janaury 29, 2018 IH 20, Midland County, TX – CSJ 005-14-082 IH 20 Improvements - New Interchange at CR 1250

(PLEASE PRINT) Name: ______

Address: ______

Representing: ______

(Texas Transportation Code, §201.811(a)(5)): check each of the following boxes that apply to you: ❑ I am employed by TxDOT ❑ I do business with TxDOT ❑ I could benefit monetarily from the project or other item about which I am commenting

COMMENTS: ______

______

Written comments may be turned in today, or mailed or emailed by February 13, 2019 to: Gene Powell Jr, Public Information Officer TxDOT Odessa District 3901 East US Highway 80 Odessa, TX 79761 [email protected] Meeting Photographs