Op-Ed: “Landowners treated unjustly by 765-kV transmission line” – Update from Oncor

By Editor | May 18, 2026 |

Oncor and LCRA TSC complied with all state laws and regulations when providing landowner notice for this project, and in several ways exceeded those requirements. In June 2025, we advertised the project’s multiple upcoming public meetings – triple the amount required – in numerous local newspapers (listed here), going beyond state notification rules to help ensure communities were broadly informed about the project, preliminary routes, and the opportunity to engage with our teams. After filing the CCN application on March 26, 2026, we mailed notice via first‑class mail to all property owners within 520 feet of the formally proposed routes, again exceeding state requirements to help ensure impacted landowners were reached. This is the notice required by 16 Tex. Admin. Code § 22.52, and the administrative law judges have already concluded that Oncor properly followed the law.

It is typical for preliminary routing options to evolve as additional information is gathered. Following the summer 2025 public meetings, several preliminary routes were added, modified, and removed in response to the feedback we received at those meetings. These changes are detailed in Section 6.0 of the Environmental Assessment and Alternative Route Analysis included in the CCN application. The CCN filing is the point at which formally proposed routes are set and formal notifications are issued. While some residents participated earlier in the preliminaryengagement process, the formal opportunity to intervene in the CCN proceeding was the same for all impacted individuals. All landowners identified at filing received the same mailed notice, project information, and opportunity to intervene.

Please see below for copies of the mailed notices. They include all required elements, including project descriptions, maps of the preliminary or proposed routes, instructions for intervention, and contact information for Oncor, LCRA TSC and the PUCT.

Sincerely,

Andrew Clark
Oncor | Communications

ONCOR ELECTRIC DELIVERY COMPANY LLC AND

LCRA TRANSMISSION SERVICES CORPORATION

NOTICE OF PUBLIC PARTICIPATION MEETINGS FOR THE PROPOSED BELL COUNTY EAST – BIG HILL 765 kV TRANSMISSION LINE PROJECT

Monday, June 16, 2025

SALADO

Salado ISD Meadows Room 601 N. Main Street

Salado, Texas

5:00 PM – 7:00 PM

Tuesday, June 17, 2025

LAMPASAS

Old Middle School Cafeteria

208 E. Avenue B

(Cafeteria Entrance is on Western Ave.) Lampasas, Texas

5:00 PM – 7:00 PM

Wednesday, June 18, 2025

MENARD

Menard County Community Center 303 Travis Street

Menard, Texas

5:00 PM – 7:00 PM

Oncor Electric Delivery Company LLC (Oncor) and LCRA Transmission Services Corporation (LCRA TSC) are jointly proposing to construct a new 765 kilovolt (kV) transmission line between the expansion of Oncor’s existing Bell County East Switch, located 5.5 miles southeast of the City of Temple in Bell County, Texas, and a new LCRA TSC 765 kV Big Hill Substation that will be located in close proximity to LCRA TSC’s existing Big Hill Substation located 13 miles northeast of the City of Eldorado in Schleicher County, Texas (Project). LCRA TSC will construct, own, and operate the western half of the Project (connecting to the Big Hill Substation), and Oncor will construct, own, and operate the eastern half of the Project (connecting to the Bell County East Switch).

Oncor and LCRA TSC are committed to routing the proposed transmission line in a manner consistent with the values of local communities, the Texas Utilities Code, and the Public Utility Commission of Texas’s rules and policies. In support of this Project, Oncor and LCRA TSC are holding three public participation meetings to solicit input regarding routing alternatives for the Project. Kimley-Horn and Associates (Kimley-Horn) and Halff Associates (Halff), consulting firms retained by Oncor and LCRA TSC for the Project, have identified preliminary alternative transmission line route links, which are shown as dashed lines on the provided map. Maps with greater detail will be exhibited at the meetings. Individuals attending these “come-and-go” open house meetings will have an opportunity to ask questions and provide comments to representatives and technical experts from Oncor, LCRA TSC, Kimley-Horn, and Halff regarding the routing of the Project. These preliminary alternative route links are subject to modification based on information received at the public participation meetings and further studies. If you have any questions concerning the Project or these meetings, please contact Mr. Jeremy McConnell at Oncor at (214) 486-5216 or email transmissionprojects@oncor.com, or Ms. Kelly Wells at LCRA TSC at 512-578-1445 or BCBH@LCRA.org.

For more information, please visit LCRA TSC’s project website at www.lcra.org/BCBH and Oncor’s website at www.oncor.com/transmissionprojects.

Application of Oncor Electric Delivery Company LLC and LCRA Transmission Service Corporation to Amend Certificates of Convenience and Necessity for the Bell County East Switch to Big Hill Substation 765 kV Transmission Line Project in Bell, Burnet, Concho,

Coryell, Lampasas, Llano, Mason, McCulloch, Menard, Milam, Mills, San Saba, Schleicher, Tom Green, and Williamson Counties, Texas

PUBLIC UTILITY COMMISSION OF TEXAS (PUC) DOCKET NO. 59475 Landowner

This notice is to inform you that Oncor Electric Delivery Company LLC (“Oncor”) and LCRA Transmission Services Corporation (“LCRA TSC”) have applied to amend their respective certificates of convenience and necessity (“CCN”) to construct, own, and operate a new single circuit 765 kilovolt (“kV”) transmission line between the 765 kV expansion of Oncor’s existing Bell County East Switch, and the 765 kV expansion of LCRA TSC’s existing Big Hill Substation. The Project’s station endpoints are located within Bell and Schleicher counties and the proposed transmission line facilities include alternative routes within the counties of Bell, Burnet, Concho, Lampasas, Mason, McCulloch, Menard, San Saba, Schleicher, Tom Green, and Williamson. While portions of Mills, Llano, Milam, and Coryell counties are within the larger study area for the Project, no proposed facilities are located in these four counties. Oncor’s existing Bell County East Switch is located approximately 5.5 miles southeast of the City of Temple in Bell County, Texas. LCRA TSC’s existing Big Hill Substation is located approximately 13 miles northeast of the City of Eldorado in Schleicher County, Texas. The length of the Project is approximately 214 to 244 miles, depending on the route selected by the Public Utility Commission of Texas (“Commission” or “PUC”). The estimated cost range for the Project is approximately $2,031,700,000 to $2,253,236,000 (including costs for station work at Oncor’s Bell County East Switch), depending on the route selected by the Commission.

Your land may be directly affected in this docket. If one of the routes is approved by the Commission, Oncor and LCRA TSC will have the right to build a facility that may directly affect your land. This docket will not determine the value of your land or the value of an easement if one is needed by Oncor or LCRA TSC to build the facility.

If you have questions about the Project, you may contact Jeremy McConnell of Oncor at (214) 486-5216 or Kelly Wells of LCRA TSC at (512) 578-1445.

A detailed routing map may be reviewed at the following locations:

Display Location	Address
Bell County Courthouse	101 E Central Ave., Belton, TX 76513
Burnet County Courthouse	220 S. Pierce St. #1, Burnet, TX 78611
Concho County Clerk’s Office	152 N. Roberts, Paint Rock, TX 76866
M. Beven Eckert Memorial Library	410 Post Hill St., Mason Texas 76856.

McCulloch County Clerk’s Office	101 N. High St., Brady, TX 76825
Menard County Clerk’s Office	206 E. San Saba, Menard, TX 76859
San Saba County Rylander Memorial Library	103 S. Live Oak, San Saba, TX 76877
Schleicher County Courthouse	2 S. Divide St., Eldorado, TX 76936
Tom Green County Clerk’s Office	124 West Beauregard, San Angelo, TX 76903
Williamson County Research Library	405 MLK Suite, Georgetown, TX 78626
Lampasas County Court House	501 Fourth St, Lampasas, TX 76550
Mills County Clerk’s Office	1011 4th Street, Goldthwaite, TX 76844
Milam County Courthouse	102 S Fannin Street, Cameron, TX 76520
Coryell County Courthouse	620 E Main St. 3rd Floor, Gatesville, TX 76528
Llano County Clerk’s Office	107 W Sandstone St., Llano, TX 78643

All routes and route segments included in this notice are available for selection and approval by the Public Utility Commission of Texas. Any combination of these route segments may be approved.

Oncor and LCRA TSC are filing an application at the PUC to obtain approval for the Project. Landowners who are directly affected by the Project may intervene in the PUC proceeding. The enclosed brochure entitled “Landowners and Transmission Line Cases at the PUC” provides basic information about how you may participate in this docket and how you may contact the PUC. Please read this brochure carefully. The brochure includes sample forms for making comments and for making a request to intervene as a party in this docket. The only way to fully participate in the PUC’s decision on where to locate the transmission line is to intervene in this docket. It is important for an affected person to intervene because the utility is not obligated to keep affected persons informed of the PUC’s proceedings and cannot predict which route may or may not be approved by the PUC.

In addition to the contacts listed in the brochure, you may call the PUC’s Customer Assistance Hotline at (512) 936-7120 or (888) 782-8477. Hearing- and speech-impaired individuals may contact the Commission through Relay Texas at 1-800-735-2989. If you wish to participate in this proceeding by becoming an intervenor, the deadline for intervention in the proceeding is April 27,

2026, which is at least 30 days after the filing of the application. The PUC must receive your request to intervene by that date if you choose to intervene. The request to intervene form is included with your brochure.

The preferred method for you to file your request for intervention is electronically. If you decide to file an electronic request for intervention, you will be required to serve the request on all other

parties by email. Therefore, please include your own email address on the intervention form. Instructions for electronic filing via the “PUC Filer” on the PUC’s website can be found at: https://interchange.puc.texas.gov/filer. Instructions for using the PUC Filer are available at:

https://ftp.puc.texas.gov/public/puct-info/industry/filings/E-Filing_Instructions.pdf. For assistance with your electronic filing, please contact the PUC’s I.T. Service Desk at (512) 936- 7100 or itservicedesk@puc.texas.gov. You can review materials filed in this docket on the PUC Interchange at: http://interchange.puc.texas.gov.

While the preferred method for submitting a request for intervention is electronically, you may file your request for intervention by mailing a hard copy of your request to the PUC. Any request must be received by the intervention deadline of April 27, 2026. If you are not filing your request for intervention electronically, mail the request for intervention and 10 copies of the request to:

Public Utility Commission of Texas

Central Records

Attn: Filing Clerk

1701 N. Congress Avenue

P.O. Box 13326

Austin, Texas 78711-3326

Persons who wish to intervene in the docket must also email or mail a copy of their request for intervention to all parties in the docket and all persons that have pending motions to intervene, at or before the time the request for intervention is electronically filed with, or mailed to, the PUC. In addition to the intervention deadline, other important deadlines may exist that affect your participation in this docket. You should review the orders and other filings made in the docket. The enclosed brochure explains how you can access these filings.

Enclosures:

Table of Link Composition of Alternate Filed Routes
Route Descriptions and Maps
Landowners and Transmission Line Cases at the PUC
Request to Intervene Form
Comment Form
The State of Texas Landowner’s Bill of Rights

LINK COMPOSITION FOR ALTERNATIVE FILED ROUTES IN THE CCN APPLICATION: BELL COUNTY EAST SWITCH – BIG HILL SUBSTATION 765 KV TRANSMISSION LINE PROJECT
Route	Link Sequence	Length (mi)
74	A0-A1-A2-B1-B21-B22-C3-E2-F01-F02-F21-E9-G71-G73-G82-G13-G51-U1-U2-U5- U6-U8-U9-V2-V3-V5-V8-N12-P1-T1-T2-Z2	234.9
84	A0-A1-A2-B1-B21-B22-C3-E2-E51-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13- G51-U1-U2-U5-U6-U8-U9-V2-V3-V5-V8-N12-P1-T1-T2-Z2	234.8
93	A0-A1-A2-B1-B21-B22-C3-E2-E51-E52-F1-F21-F22-F23-G72-G73-G82-G13-G51-U1- U2-U5-U6-U8-U9-V2-V3-V5-V8-N12-P1-T1-T2-Z2	234.9
100	A0-A1-A2-B1-B21-B22-C3-E2-E51-E52-F1-F21-E9-G71-G73-G82-G13-G51-U1-U2- U5-U6-U8-U9-V2-V3-V5-V8-N12-P1-T1-T2-Z2	234.6
106	A0-A1-A2-B1-B21-B22-C3-E2-F01-F03-F04-F32-F20-F23-G72-G73-G82-G13-G51- G52-J10-J11-J12-J13-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	222.8
107	A0-A1-A2-B1-B21-B22-C3-E2-F01-F03-F04-F32-F20-F23-G72-G73-G82-G13-G51- G52-J10-J11-J12-J13-K11-K12-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	223.4
180	A0-A1-A2-B1-B21-B22-C3-E2-E51-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13- G51-G52-H1-H41-H42-J21-J26-J24-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3- P2-R1-T1-T2-Z2	226.3
188	A0-A1-A2-B1-B21-B22-C3-E2-E51-E52-F1-F21-F22-F23-G72-G73-G82-G13-G51- G52-H1-H41-H42-J21-J26-J24-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2- R1-T1-T2-Z2	226.4
194	A0-A1-A2-B1-B21-B22-C3-E2-E51-E52-F1-F21-E9-G71-G73-G82-G13-G51-G52-H1- H41-H42-J21-J26-J24-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2- Z2	226.0
266	A0-A1-A2-B1-B21-B22-C3-E2-E51-E52-F1-F31-F32-F20-F23-F24-G11-G9-G32-G6-I1- J31-J32-J33-K41-K42-M31-M32-M33-P41-P42-R2-S-T2-Z2	229.9
295	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F33-F34-F6-F7-G31-G32-G6-I1-J31- J32-J33-J6-K61-L2-M21-M22-M23-M5-N4-O3-P2-R1-T1-T2-Z2	223.9
296	A0-A1-A2-B1-C2-D11-D12-C5-E52-F1-F31-F32-F33-F34-F6-F7-G31-G32-G6-I1-J31- J32-J33-J6-K61-L2-M21-M22-M23-M5-N4-O3-P2-R1-T1-T2-Z2	223.8
297	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F33-F34-F6-G41-G45-G44-I1-J31- J32-J33-J6-K61-L2-M21-M22-M23-M5-N4-O3-P2-R1-T1-T2-Z2	228.3
304	A0-A1-A2-B1-C2-D11-D12-C5-E52-F1-F31-F32-F33-F34-F6-F7-G31-G32-G6-I1-J31- J32-J33-J6-K62-K42-M31-M32-M8-P42-R2-S-T2-Z2	233.6
322	A0-A1-A2-B1-B21-B22-B3-E3-F41-F42-F43-F44-F6-F7-G31-G32-G6-I1-I2-J21-J26- J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N2-N11-N12-P1-T1-T2-Z2	234.9
366	A0-A1-A2-B1-B21-B22-B3-E3-F41-F42-F43-F44-F6-F7-G31-G32-G6-H3-H5-J31-J32- J33-K41-K42-M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	237.1
376	A0-A1-A2-B1-B21-B22-B3-E3-E4-E51-E52-F1-F31-F32-F33-F34-F6-F7-G31-G32-G6- I1-J31-J32-J33-K41-K42-M31-M32-M33-P41-P42-R2-S-T2-Z2	238.0
381	A0-A1-A2-B1-B21-B22-B3-E3-E4-E51-E52-F1-F31-F32-F33-F34-F6-F7-G31-G32-G6- I1-J31-J32-J8-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	237.2
382	A0-A1-A2-B1-B21-B22-B3-E3-E4-E51-E52-F1-F31-F32-F33-F34-F6-F7-G31-G32-G6- I1-J31-J32-J8-J25-J4-K11-K12-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	237.8
389	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-U1-U3-U6-U7-J15-J16- K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	227.1
391	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-U1-U3-U6-U8-U9-V2-V3- V5-V8-N12-P1-T1-T2-Z2	227.1
392	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-U1-U3-U6-U8-V1-V5-V8- N12-P1-T1-T2-Z2	229.0

399	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G82-G13-G51-U1-U3-U6-U7-J15-J16-K13- K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	227.3
402	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G82-G13-G51-U1-U3-U6-U8-V1-V5-V8-N12- P1-T1-T2-Z2	229.2
408	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51-U1- U3-U6-U8-U9-V2-V4-V7-K52-M11-M12-N3-P2-R1-T1-T2-Z2	233.0
410	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51-U1- U3-U6-U8-V1-V5-V8-N12-P1-T1-T2-Z2	233.6
416	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-F22-F23-G72-G73-G82-G13-G51-U1-U3- U6-U8-V1-V5-V8-N12-P1-T1-T2-Z2	233.7
420	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-E9-G71-G73-G82-G13-G51-U1-U3-U6-U8- U9-V2-V4-V7-K52-M11-M12-N3-P2-R1-T1-T2-Z2	232.8
425	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G81-G12-G13- G51-U1-U2-U4-J12-J13-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	230.6
427	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51-U1- U2-U4-J12-J13-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	229.2
429	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51-U1- U2-U4-J12-J14-J15-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	231.2
430	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51-U1- U2-U5-U6-U8-U9-V2-V3-V5-V8-N12-P1-T1-T2-Z2	231.8
441	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-E9-G71-G73-G82-G13-G51-U1-U2-U4- J12-J14-J15-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	231.0
442	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-E9-G71-G73-G82-G13-G51-U1-U2-U5-U6- U8-U9-V2-V3-V5-V8-N12-P1-T1-T2-Z2	231.5
453	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-U1-U2-U5-U6-U8-U9-V2- V3-V5-V8-N12-P1-T1-T2-Z2	227.1
462	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G82-G13-G51-U1-U2-U5-U6-U8-U9-V2-V3-V5- V8-N12-P1-T1-T2-Z2	227.3
469	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	215.0
479	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11-K7- J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	215.1
487	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51- G52-J10-J11-J12-J13-K11-K7-J16-K13-K51-K52-M11-M7-M23-M5-N4-O3-P2-R1-T1- T2-Z2	221.5
488	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51- G52-J10-J11-J12-J13-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	219.6
494	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-F22-F23-G72-G73-G82-G13-G51-G52- J10-J11-J12-J13-K11-K7-J16-K13-K51-K52-M11-M7-M23-M5-N4-O3-P2-R1-T1-T2-Z2	221.6
495	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-F22-F23-G72-G73-G82-G13-G51-G52- J10-J11-J12-J13-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	219.7
499	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-E9-G71-G73-G82-G13-G51-G52-J10-J11- J12-J13-K11-K7-J16-K13-K51-K52-M11-M7-M23-M5-N4-O3-P2-R1-T1-T2-Z2	221.3
508	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51- G52-H1-H41-H42-J21-J26-J24-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2- R1-T1-T2-Z2	223.2
509	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51- G52-H1-H41-H42-J21-J26-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1- T2-Z2	222.5
515	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-F22-F23-G72-G73-G82-G13-G51-G52-H1- H41-H42-J21-J26-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	222.6
519	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-E9-G71-G73-G82-G13-G51-G52-H1-H41- H42-J21-J26-J24-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	223.0
524	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G81-G9-G32-G6-I1-I2-J21-J26-J27-J4- K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	218.7

527	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G2-G6-I1-I2-J21-J26-J27-J4- K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	218.8
528	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J26- J24-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	218.6
529	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J26- J24-J25-J4-K11-K12-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	219.2
530	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J26- J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	217.9
535	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G81-G9-G32-G6-I1-I2-J21-J26-J27-J4-K11-K7- J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	218.8
537	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J26-J24- J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	218.7
539	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J26-J27- J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	218.0
543	A0-A1-A2-B1-C2-E11-E12-E7-E8-E9-F22-F23-F24-G11-G9-G32-G6-I1-J31-J32-J33- K41-K42-M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	221.7
546	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G81-G9-G32-G6-I1-J31-J32-J33-K41- K42-M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	220.9
547	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G81-G9-G32-G6-I1-J31-J32-J33-K41- K42-M31-L4-M22-M23-M5-N4-O3-P2-R1-T1-T2-Z2	222.9
548	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G81-G9-G32-G6-I1-J31-J32-J33-K41- K42-L1-L2-M21-M22-M23-M5-N4-O3-P2-R1-T1-T2-Z2	223.2
551	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G2-G6-I1-J31-J32-J33-K41- K42-M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	221.1
557	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G81-G9-G32-G6-I1-J31-J32-J33-K41-K42- M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	221.1
572	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G2-G6- I1-J31-J32-J33-K41-K42-M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	225.7
580	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-F22-F23-G72-G73-G82-G13-G2-G6-I1- J31-J32-J33-K41-K42-M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	225.8
582	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-E9-G71-G73-G82-G13-G2-G6-I1-J31-J32- J33-K41-K42-M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	225.5
588	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-U1-U3-U6-U7-J15-J16- K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	226.2
589	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-U1-U3-U6-U8-U9-V2-V3- V5-V8-N12-P1-T1-T2-Z2	226.1
592	A0-A1-A3-A6-C1-E11-E6-E8-G71-G73-G82-G13-G51-U1-U3-U6-U8-U9-V2-V3-V5-V8- N12-P1-T1-T2-Z2	226.2
623	A0-A1-A2-A5-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13- K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	214.3
625	A0-A1-A2-A5-A6-C1-E11-E6-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	214.4
628	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	214.0
629	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K12-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	214.6
631	A0-A1-A3-A6-C1-E11-E6-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11-K7- J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	214.1
643	A0-A1-A2-A5-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21- J26-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	217.2
645	A0-A1-A2-A5-A6-C1-E11-E6-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J26- J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	217.3
647	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J26- J24-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	217.6

648	A0-A1-A3-A6-C1-E11-E6-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J26-J27- J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	217.1
650	A0-A1-A3-A6-C1-E11-E6-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J26-J24- J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	217.8
651	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J26- J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	216.9
668	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G81-G9-G32-G6-I1-J31-J32-J33-K41- K42-M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	219.9
706	A0-A1-A3-A6-C1-D11-D12-C5-E52-F1-F31-F32-F33-F34-F6-F7-G31-G32-G6-I1-J31- J32-J33-J6-K61-L2-L3-M11-M12-N3-P2-R1-T1-T2-Z2	223.4
729	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G81-G9-G32-G6-I1-J31-J32-J33-J6-K62- K42-M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	224.4
739	A0-A1-A3-A6-C1-D11-D12-C5-E52-F1-F31-F32-F33-F34-F6-F7-G31-G32-G6-I1-J31- J32-J33-J6-K62-K42-M31-M32-M8-P42-R2-S-T2-Z2	232.6
767	A0-A41-A42-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	217.1
771	A0-A01-A42-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	217.2
831	A0-A1-A3-A6-C1-E11-E12-E13-F1-F31-F32-F20-F23-F24-G11-G12-G13-G51-G52- J10-J11-J12-J13-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	219.0
837	A0-A1-A3-A6-C1-E11-E12-E13-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51-G52- J10-J11-J12-J13-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	218.8
894	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13-G51- G52-H1-H41-H42-J21-J22-J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2- R1-T1-T2-Z2	223.2
898	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-F22-F23-G72-G73-G82-G13-G51-G52-H1- H41-H42-J21-J22-J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2- Z2	223.3
899	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F21-E9-G71-G73-G82-G13-G51-G52-H1-H41- H42-J21-J22-J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	222.9
900	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G81-G9-G32-G6-I1-I2-J21-J22-J23-J27- J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	219.3
901	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J22- J23-J24-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	219.2
902	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J22- J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	218.5
904	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-H0-H42-J21-J22- J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	219.3
905	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G81-G9-G32-G6-I1-I2-J21-J22-J23-J27-J4- K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	219.5
906	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J22-J23- J24-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	219.4
907	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G82-G13-G51-G52-H1-H41-H42-J21-J22-J23- J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	218.7
910	A0-A41-A42-C1-D11-D12-D13-D2-E3-F41-F42-F43-F8-G43-G44-I1-J31-J32-J33-K41- K42-M31-M32-M8-P42-Q2-Q1-R1-T1-T2-Z2	244.4
911	A0-A41-A42-C1-D11-D12-D13-D2-E3-F41-F42-F43-F8-G43-G44-I1-J31-J32-J33-K41- K42-M31-M32-M8-P42-R2-S-T2-Z2	242.0
913	A0-A41-A42-C1-D11-D12-D13-D2-E3-F41-F42-F43-F8-G43-G44-I1-J31-J32-J33-K41- K42-M31-M32-M33-P41-P42-R2-S-T2-Z2	240.7
914	A0-A41-A42-C1-D11-D12-D13-D2-E3-F41-F42-F43-F8-G43-G44-I1-J31-J32-J33-K41- K42-M31-M32-M33-M4-N4-P3-Q2-R2-S-T2-Z2	243.4
915	A0-A41-A42-C1-D11-D12-D13-D2-E3-F41-F42-F43-F8-G43-G44-I1-J31-J32-J33-K41- K42-M31-M32-M33-M4-N4-P3-Q1-R1-T1-T2-Z2	240.7

916	A0-A41-A42-C1-D11-D12-D13-D2-E3-F41-F42-F43-F8-G43-G44-I1-J31-J32-J33-K41- K42-M31-M32-M33-M4-N4-O3-P2-R1-T1-T2-Z2	238.2
1031	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K7-K8-V2-V3-V5-V8-N12-P1-T1-T2-Z2	221.9
1041	A0-A1-A2-B1-C2-E11-E6-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11-K7- K8-V2-V3-V5-V8-N12-P1-T1-T2-Z2	222.1
1055	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K7-K8-V2-V3-V5-V8-N12-P1-T1-T2-Z2	221.0
1076	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K7-K8-V2-V3-V5-V6-V7-K52-M11-M12-N3-P2-R1-T1-T2-Z2	226.9
1096	A0-A1-A2-B1-B21-B22-C3-E2-E51-E52-F1-F31-F32-F20-F23-G72-G73-G82-G13- G51-G52-J10-J11-J12-J13-K11-K7-K8-V2-V3-V5-V6-V7-K52-M11-M12-N3-P2-R1-T1- T2-Z2	234.6
1131	A0-A1-A2-B1-C2-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K7-J16-K13-K51-K52-M11-M12-M6-M5-N4-O3-P2-R1-T1-T2-Z2	220.8
1162	A0-A1-A2-B1-B21-B22-B3-E3-F41-F45-F43-F8-G43-G44-I1-I2-J21-J26-J27-J4-K11- K12-K13-K51-K52-M11-M12-M6-M5-N4-P3-Q1-R1-T1-T2-Z2	242.3
1164	A0-A1-A2-B1-B21-B22-B3-E3-F41-F45-F43-F44-F6-G41-G42-G43-G44-I1-J31-J7- J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-M6-M5-N4-O3-P2-R1-T1-T2-Z2	242.5
1180	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F33-F34-F6-G41-G45-G44-I1-I2-J21- J22-J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	228.3
1181	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F33-F34-F6-G41-G45-G44-I1-I2-J21- J26-J24-J25-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	228.3
1182	A0-A1-A2-B1-B21-C4-D12-C5-E52-F1-F31-F32-F33-F34-F6-G41-G45-G44-I1-I2-J21- J26-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	227.6
1189	A0-A1-A2-B1-C2-D11-D12-C5-E52-F1-F31-F32-F33-F34-F6-G41-G45-G44-I1-I2-J21- J22-J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	228.2
1193	A0-A1-A2-B1-C2-D11-D12-C5-E52-F1-F31-F32-F33-F34-F6-G41-G45-G44-I1-I2-J21- J26-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	227.5
1203	A0-A1-A2-A5-A6-C1-D11-D12-C5-E52-F1-F31-F32-F33-F34-F6-G41-G45-G44-I1-I2- J21-J22-J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	227.5
1217	A0-A1-A3-A6-C1-D11-D12-C5-E52-F1-F31-F32-F33-F34-F6-G41-G45-G44-I1-I2-J21- J22-J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	227.2
1219	A0-A1-A3-A6-C1-D11-D12-C5-E52-F1-F31-F32-F33-F34-F6-G41-G45-G44-I1-I2-J21- J26-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	226.6
1241	A0-A1-A2-A5-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-H1-H2-H5-J31-J7- J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	223.3
1242	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-H1-H2-H5-J31-J7- J23-J27-J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	223.0
1243	A0-A1-A3-A6-C1-E11-E6-E8-G71-G73-G82-G13-G51-G52-H1-H2-H5-J31-J7-J23-J27- J4-K11-K7-J16-K13-K51-K52-M11-M12-N3-P2-R1-T1-T2-Z2	223.2
1245	A0-A1-A3-A6-C1-E11-E12-E7-E8-G71-G73-G82-G13-G51-G52-J10-J11-J12-J13-K11- K7-J16-K13-K51-K52-M11-M12-N3-O1-P1-T1-T2-Z2	216.8

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link A0 (Figure 1)

Link A0 begins at the 765 kV switchyard at the Bell County East Switch, approximately 2,960 feet southeast from the intersection of Stallion Rd and Shaw Ln. From the switch, Link A0 proceeds in a northwesterly direction for approximately 1,490 feet to the intersection of Links A0, A01, A1, and A41, approximately 1,960 feet southeast from the intersection of Shaw Ln and Stallion Rd.

Link A01 (Figure 1)

From the intersection of Links A0, A01, A1, and A41, approximately 1,960 feet southeast from the intersection of Shaw Ln and Stallion Rd, Link A01 proceeds in a northeasterly direction for approximately 1,110 feet to an angle point. This segment of Link A01 parallels an existing transmission line. From this angle point, Link A01 proceeds in a northwesterly direction for approximately 1,890 feet to the intersection of Links A01, A41, and A42, approximately 1,140 feet southwest of the intersection of Shaw Ln and Stallion Rd. This segment of Link A01 crosses and existing transmission line and Shaw Ln.

Link A1 (Figure 1)

From the intersection of Links A0, A01, A1, and A41, approximately 1,960 feet southeast from the intersection of Shaw Ln and Stallion Rd, Link A1 proceeds in a northwesterly direction for approximately 1,000 feet to an angle point. This segment of Link A1 crosses Shaw Ln and an existing transmission line. From this angle point, Link A1 proceeds in a northwesterly direction for approximately 1,660 feet to the intersection of Links A1, A2, and A3, approximately 2,320 feet southwest of the intersection of Shaw Ln and Stallion Rd. This segment of Link A1 crosses Link A41 and two existing transmission lines. There is no node at the intersection of Link A1 and Link A41.

Link A2 (Figure 1)

From the intersection of Links A1, A2, and A3, approximately 2,320 feet southwest of the intersection of Shaw Ln and Stallion Rd, Link A2 proceeds in a southwesterly direction for approximately 3,530 feet to an angle point. This segment of Link A2 crosses Wedel Cemetery Rd. From this angle point, Link A2 proceeds in a southwesterly direction for approximately 1,080 feet to an angle point. From this angle point, Link A2 proceeds in a southwesterly direction for approximately 3,210 feet to a slight angle point. From this angle point, Link A2 proceeds in a southwesterly direction for approximately 1,620 feet to an angle point. This segment of Link A2 crosses the BNSF Railway. From this angle point, Link A2 proceeds in a southwesterly direction for approximately 3,150 feet to the intersection of Links A2, A5, and B1, approximately 7,010 feet south of the intersection of United States Highway (US) 190 and Pritchard Rd. This segment of Link A2 crosses US 190 approximately 3,150 feet southeast from the intersection of US 190 and Pritchard Rd, east of Little River Academy, Texas.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link A3 (Figure 1)

From the intersection of Links A1, A2, and A3, approximately 2,320 feet southwest of the intersection of Shaw Ln and Stallion Rd, Link A3 proceeds in a northwesterly direction for approximately 5,080 feet to an angle point. From this angle point, Link A3 proceeds in a southwesterly direction for approximately 1,560 feet to a slight angle point. This segment of Link A3 crosses Rabbit Rd. From this angle point, Link A3 proceeds in a southwesterly direction for approximately 1,130 feet to an angle point. From this angle point, Link A3 proceeds in a westerly direction for approximately 1,510 feet to an angle point. From this angle point, Link A3 proceeds in a southwesterly direction for approximately 1,140 feet to an angle point. This segment of Link A3 crosses Wedel Cemetery Rd, the BNSF Railway, and Business US 190 approximately 3,030 feet southeast of the intersection of Wedel Cemetery Rd and Farm-to Market (FM) 436. From this angle point, Link A3 proceeds in a southwesterly direction for approximately 7,000 feet to an angle point. This segment of Link A3 crosses US 190, approximately 500 feet northwest of the Business US 190 and US 190 merge, and Margie Lou Branch. From this angle point, Link A3 proceeds in a southwesterly direction for approximately 2,190 feet to the intersection of Links A3, A5, and A6, approximately 1,250 feet east of the intersection of FM 436 and County Road (CR) 5239, east of Little River Academy, Texas. This segment of Link A3 crosses Knob Creek.

Link A41 (Figure 1)

From the intersection of Links A0, A01, A1, and A41, approximately 1,960 feet southeast from the intersection of Shaw Ln and Stallion Rd, Link A41 proceeds in a northwesterly direction for approximately 1,000 feet to an angle point. This segment of Link A41 crosses Shaw Ln. From this angle point, Link A41 proceeds in a northwesterly direction for approximately 1,130 feet to an angle point. This segment of Link A41 crosses Link A1. There is no node at the intersection of Link A41 and Link A1. From this angle point, Link A41 proceeds in a northeasterly direction for approximately 230 feet to the intersection of Links A01, A41, and A42, approximately 1,140 feet southwest of the intersection of Shaw Ln and Stallion Rd.

Link A42 (Figure 1)

From the intersection of Links A01, A41, and A42, approximately 1,140 feet southwest of the intersection of Shaw Ln and Stallion Rd, Link A42 proceeds in a northeasterly direction for approximately 1,240 feet to a slight angle point. This segment of Link A42 crosses Stallion Rd. From this angle point, Link A42 proceeds in a northeasterly direction for approximately 1,780 feet to an angle point. From this angle point, Link A42 proceeds in a northwesterly direction for approximately 5,470 feet to an angle point. From this angle point, Link A42 proceeds in a northwesterly direction for approximately 4,190 feet to an angle point. This segment of Link A42 crosses Stringtown Rd and FM 3117. From this angle point, Link A42 proceeds in a northwesterly direction for approximately 2,950 feet to an angle point. From this angle point, Link A42 proceeds in a southwesterly direction for approximately 3,290 feet to an angle point. This segment of Link A42 crosses Red Barn Ln and two existing transmission lines. From this

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

angle point, Link A42 proceeds in a southwesterly direction for approximately 810 feet to a slight angle point. This segment of Link A42 crosses FM 3117. From this angle point, Link A42 proceeds in a southwesterly direction for approximately 1,400 feet to an angle point. From this angle point, Link A42 proceeds in a northwesterly direction for approximately 6,220 feet to an angle point. This segment of Link A42 crosses Knob Creek Rd and Margie Lou Branch. From this angle point, Link A42 proceeds in a southwesterly direction for approximately 4,530 feet to an angle point. This segment of Link A42 crosses the BNSF Railway, Knob Creek, Acres Rd, and US 190 approximately 1,580 feet southeast of the intersection of US 190 and Acres Rd, near Temple, Texas. From this angle point, Link A42 proceeds in a southwesterly direction for approximately 3,260 feet to an angle point. This segment of Link A42 crosses FM 93. From this angle point, Link A42 proceeds in a westerly direction for approximately 1,610 feet to an angle point. This segment of Link A42 crosses State Highway (SH) 95 and Old Texas 95 approximately 450 feet south of the intersection of SH 95 and FM 93, near Temple, Texas. From this angle point, Link A42 proceeds in a southwesterly direction for approximately 3,540 feet to an angle point. From this angle point, Link A42 proceeds in a northwesterly direction for approximately 4,960 feet to an angle point. This segment of Link A42 crosses Boggy Creek, an existing transmission line, and Old Hwy 95 Rd. From this angle point, Link A42 proceeds in a southwesterly direction for approximately 8,490 feet to the intersection of Links A42, A6, and C1, approximately 4,260 feet northwest of the intersection of Old Hwy 95 Rd and FM 436.

Link A5 (Figure 1)

From the intersection of Links A2, A5, and B1, approximately 7,010 feet south of the intersection of US 190 and Pritchard Rd, Link A5 proceeds in a northwesterly direction for approximately 3,270 feet to a slight angle point. This segment of Link A5 crosses Pritchard Rd. From this angle point, Link A5 proceeds in a northwesterly direction for approximately 1,350 feet to an angle point. From this angle point, Link A5 proceeds in a northwesterly direction for approximately 3,810 feet to the intersection of Links A3, A5, and A6, approximately 1,250 feet east of the intersection of FM 436 and CR 5239, east of Little River Academy, Texas. This segment of Link A5 crosses Margie Lou Branch and Knob Creek.

Link A6 (Figure 1)

From the intersection of Links A3, A5, and A6, approximately 1,250 feet east of the intersection of FM 436 and CR 5239, east of Little River Academy, Texas, Link A6 proceeds in a southwesterly direction for approximately 1,460 feet to an angle point. This segment of Link A6 crosses CR 5239. From this angle point, Link A6 proceeds in a northwesterly direction for approximately 7,780 feet to a slight angle point. This segment of Link A6 crosses FM 436, CR 5241, and Boggy Creek. From this angle point, Link A6 proceeds in a westerly direction for approximately 1,300 feet to an angle point. This segment of Link A6 crosses SH 95 approximately 1,140 feet south of the intersection at SH 95 and Primrose Trail, through Little River Academy, Texas. From this angle point, Link A6 proceeds in a northwesterly direction for approximately 7,020 feet to the intersection of Links A42, A6, and C1, approximately 3,160 feet

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

north of the intersection of Old Hwy 95 Rd and W Willow Springs St. This segment of Link A6 crosses Old Hwy 95 Rd and an existing transmission line.

Link B1 (Figure 1)

From the intersection of Links A2, A5, and B1, approximately 7,010 feet south of the intersection of US 190 and Pritchard Rd, Link B1 proceeds in a southwesterly direction for approximately 5,670 feet to an angle point. From this angle point, Link B1 proceeds in a southwesterly direction for approximately 1,380 feet to an angle point. From this angle point, Link B1 proceeds in a southwesterly direction for approximately 3,540 feet to a slight angle point. This segment of Link B1 crosses Reeds Lake Rd and Reeds Lake Loop. From this angle point, Link B1 proceeds in a southerly direction for approximately 2,690 feet to a slight angle point. From this angle point, Link B1 proceeds in a southwesterly direction for approximately 2,810 feet to a slight angle point. From this angle point, Link B1 proceeds in a southwesterly direction for approximately 2,960 feet to the intersection of Links B1, B21, and C2, approximately 8,550 feet northwest from the intersection of Strasburger Rd and Reeds Cemetery Rd. This segment of Link B1 crosses Knob Creek.

Link B21 (Figure 1)

From the intersection of Links B1, B21, and C2, approximately 8,550 feet northwest from the intersection of Strasburger Rd and Reeds Cemetery Rd, Link B21 proceeds in a southwesterly direction for approximately 1,530 feet to a slight angle point. From this angle point, Link B21 proceeds in a southwesterly direction for approximately 2,820 feet to a slight angle point. From this angle point, Link B21 proceeds in a southwesterly direction for approximately 1,480 feet to a slight angle point. From this angle point, Link B21 proceeds in a southwesterly direction for approximately 1,420 feet to a slight angle point. From this angle point, Link B21 proceeds in a southwesterly direction for approximately 3,020 feet to an angle point. From this angle point, Link B21 proceeds in a southeasterly direction for approximately 2,900 feet to an angle point. From this angle point, Link B21 proceeds in a southwesterly direction for approximately 5,090 feet to a slight angle point. This segment of Link B21 crosses the Little River, Sunshine Rd, and Georgia Branch. From this angle point, Link B21 proceeds in a southerly direction for approximately 2,930 feet to the intersection of Links B21, B22, and C4, approximately 6,410 feet southeast from the intersection of Sullivan Rd and Sunshine Rd.

Link B22 (Figure 1; Figure 2)

From the intersection of Links B21, B22, and C4, approximately 6,410 feet southeast from the intersection of Sullivan Rd and Sunshine Rd, Link B22 proceeds in a southwesterly direction for approximately 6,090 feet to an angle point. This segment of Link B22 crosses Darrs Creek. From this angle point, Link B22 proceeds in a southwesterly direction for approximately 920 feet to an angle point. From this angle point, Link B22 proceeds in a southwesterly direction for approximately 15,030 feet to the intersection of Links B22, B3, and C3, approximately 1,840 feet east from the terminus of Patterson Ln. This segment of Link B22 crosses FM 2268, Flag Branch, Pennington Branch, and Round Hall Rd.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link B3 (Figure 2)

From the intersection of Links B22, B3, and C3, approximately 1,840 feet northeast from the terminus of Patterson Ln, Link B3 proceeds in a southwesterly direction for approximately 2,730 feet to a slight angle point. This segment of Link B3 crosses Donahoe Creek. From this angle point, Link B3 proceeds in a southwesterly direction for approximately 1,410 feet to an angle point. From this angle point, Link B3 proceeds in a southeasterly direction for approximately 1,450 feet to an angle point. From this angle point, Link B3 proceeds in a southwesterly direction for approximately 6,470 feet to an angle point. This segment of Link B3 crosses FM 487. From this angle point, Link B3 proceeds in a southwesterly direction for approximately 2,890 feet to an angle point. From this angle point, Link B3 proceeds in a southwesterly direction for approximately 13,600 feet to an angle point. This segment of Link B3 crosses Aubrey Messer Rd, Alligator Creek, Alligator Rd, the Bell/Williamson county line, and CR 357. From this angle point, Link B3 proceeds in a northwesterly direction for approximately 14,110 feet to a slight angle point. This segment of Link B3 crosses CR 352, CR 350, and Long Branch. From this angle point, Link B3 proceeds in a northwesterly direction for approximately 4,430 feet to a slight angle point. This segment of Link B3 crosses SH 95 approximately 2,420 feet south of the intersection of SH 95 and CR 387, south of Bartlett, Texas, and crosses the Union Pacific Railroad and an existing transmission line. From this angle point, Link B3 proceeds in a northwesterly direction for approximately 5,350 feet to a slight angle point. From this angle point, Link B3 proceeds in a northwesterly direction for approximately 1,390 feet to an angle point. From this angle point, Link B3 proceeds in a westerly direction for approximately 1,410 feet to a slight angle point. From this angle point, Link B3 proceeds in a northwesterly direction for approximately 5,590 feet to the intersection of Links B3, D2, and E3, approximately 3,660 feet north of the intersection of FM 972 and CR 302. This segment of Link B3 crosses CR 301.

Link C1 (Figure 1)

From the intersection of Links A42, A6, and C1, approximately 4,260 feet northwest of the intersection of Old Hwy 95 Rd and FM 436, Link C1 proceeds in a northwesterly direction for approximately 2,720 feet to an angle point. This segment of Link C1 crosses the Union Pacific Railroad. From this angle point, Link C1 proceeds in a southwesterly direction for approximately 9,660 feet to an angle point. This segment of Link C1 crosses FM 436 approximately 4,500 feet northeast of the intersection of Wilson Valley Rd and FM 436, through Little River Academy, Texas. From this angle point, Link C1 proceeds in a southwesterly direction for approximately 1,560 feet to an angle point. This segment of Link C1 crosses Wilson Valley Rd. From this angle point, Link C1 proceeds in a southwesterly direction for approximately 6,720 feet to an angle point. This segment of Link C1 crosses the Little River. From this angle point, Link C1 proceeds in a southwesterly direction for approximately 3,480 feet to the intersection of Links C1, C2, D11, and E11, approximately 6,890 feet northeast of the intersection of Campbell Hill Rd and FM 1123. This segment of Link C1 parallels Dice Grove Rd and an existing transmission line.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link C2 (Figure 1)

From the intersection of Links B1, B21, and C2, approximately 8,550 feet northwest from the intersection of Strasburger Rd and Reeds Cemetery Rd, Link C2 proceeds in a northwesterly direction for approximately 12,010 feet to an angle point. This segment of Link C2 crosses the

Little River. From this angle point, Link C2 proceeds in a northwesterly direction for approximately 3,030 feet to an angle point. From this angle point, Link C2 proceeds in a northwesterly direction for approximately 13,850 feet to a slight angle point. This segment of Link C2 crosses an existing transmission line, the Union Pacific Railroad, the Little River twice, and SH 95 approximately 3,470 feet south from the intersection of SH 95 and Orchard Ln, south of Little River Academy, Texas. From this angle point, Link C2 proceeds in a northwesterly direction for approximately 5,920 feet to the intersection of Links C1, C2, D11, and E11, approximately 6,890 feet northeast of the intersection of Campbell Hill Rd and FM 1123.

Link C3 (Figure 2)

From the intersection of Links B22, B3, and C3, approximately 1,840 feet northeast from the terminus of Patterson Ln, Link C3 proceeds in a southwesterly direction for approximately 1,450 feet to a slight angle point. From this angle point, Link C3 proceeds in a southwesterly direction for approximately 7,290 feet to an angle point. This segment of Link C3 crosses Patterson Ln and Indian Creek Rd. From this angle point, Link C3 proceeds in a northwesterly direction for approximately 3,160 feet to a slight angle point. This segment of Link C3 crosses Pennington Rd. From this angle point, Link C3 proceeds in a northwesterly direction for approximately 2,790 feet to a slight angle point. From this angle point, Link C3 proceeds in a northwesterly direction for approximately 12,000 feet to an angle point. This segment of Link C3 crosses an existing transmission line, the Union Pacific Railroad, Harber Rd, and SH 95 approximately 140 feet north of the intersection of SH 95 and Washington Rd, north of Bartlett, Texas. From this angle point, Link C3 proceeds in a westerly direction for approximately 1,520 feet to an angle point. From this angle point, Link C3 proceeds in a northwesterly direction for approximately 6,310 feet to the intersection of Links C3, D13, D2, and E2, approximately 2,880 feet north of the intersection of Romberg Rd and N Fork Rd. This segment of Link C3 crosses Romberg Rd.

Link C4 (Figure 1)

From the intersection of Links B21, B22, and C4, approximately 6,410 feet southeast from the intersection of Sullivan Rd and Sunshine Rd, Link C4 proceeds in a northwesterly direction for approximately 1,500 feet to a slight angle point. From this angle point, Link C4 proceeds in a northwesterly direction for approximately 16,720 feet to an angle point. This segment of Link C4 crosses Cathey Creek. From this angle point, Link C4 proceeds in a northwesterly direction for approximately 1,810 feet to an angle point. This segment of Link C4 crosses SH 95 approximately 3,030 feet southwest from the intersection of SH 95 and Sunshine Rd near Holland, Texas, an existing transmission line, and the Union Pacific Railroad. From this angle point, Link C4 proceeds in a southwesterly direction for approximately 1,020 feet to an angle point. From this angle point, Link C4 proceeds in a northwesterly direction for approximately

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

2,790 feet to a slight angle point. This segment of Link C4 crosses Cathey Creek. From this angle point, Link C4 proceeds in a northwesterly direction for approximately 11,660 feet to the intersection of Links C4, D11, and D12, approximately 530 feet southeast of the intersection of Romberg Rd and Cathy Creek Rd. This segment of Link C4 crosses FM 1123 and Cathey Creek Rd.

Link C5 (Figure 1)

From the intersection of Links C5, D12, and D13, approximately 2,170 feet south of the intersection of Romberg Rd and FM 2268, Link C5 proceeds in a northwesterly direction for approximately 6,220 feet to a slight angle point. This segment of Link C5 crosses an existing transmission line, Romberg Rd, and Darrs Creek. From this angle point, Link C5 proceeds in a northwesterly direction for approximately 4,350 feet to a slight angle point. From this angle point, Link C5 proceeds in a northwesterly direction for approximately 11,330 feet to an angle point. This segment of Link C5 parallels an existing transmission line. From this angle point, Link C5 proceeds in a southwesterly direction for approximately 13,700 feet to an angle point. This segment of Link C5 crosses two existing transmission lines, Gooseneck Rd, Smith Branch, and Bean Rd. From this angle point, Link C5 proceeds in a southwesterly direction for approximately 6,000 feet to the intersection of Links C5, E51, and E52, approximately 2,680 feet northeast of the intersection of Granger Rd and US 35. This segment of Link C5 crosses FM 2115.

Link D11 (Figure 1)

From the intersection of Links C1, C2, D11, and E11, approximately 6,890 feet northeast of the intersection of Campbell Hill Rd and FM 1123, Link D11 proceeds in a southwesterly direction for approximately 1,620 feet to a slight angle point. This segment of Link D11 crosses Campbell Hill Rd. From this angle point, Link D11 proceeds in a southwesterly direction for approximately 11,420 feet to an angle point. This segment of Link D11 crosses Landfill Rd and parallels an existing transmission line. From this angle point, Link D11 proceeds in a southeasterly direction for approximately 1,650 feet to an angle point. From this angle point, Link D11 proceeds in a southwesterly direction for approximately 3,060 feet to an angle point. This segment of Link D11 crosses FM 1123 and Runnells Creek. From this angle point, Link D11 proceeds in a southwesterly direction for approximately 1,450 feet to an angle point. From this angle point, Link D11 proceeds in a southwesterly direction for approximately 2,170 feet to the intersection of Links C4, D11, and D12, approximately 530 feet southeast of the intersection of Romberg Rd and Cathy Creek Rd. This segment of Link D11 crosses Cathey Creek Rd and parallels an existing transmission line.

Link D12 (Figure 1)

From the intersection of Links C4, D11, and D12, approximately 530 feet southeast of the intersection of Romberg Rd and Cathy Creek Rd, Link D12 proceeds in a southwesterly

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

direction for approximately 6,610 feet to the intersection of Links C5, D12, and D13, approximately 2,170 feet south of the intersection of Romberg Rd and FM 2268. Link D12 crosses Cathey Creek, FM 2268, and parallels an existing transmission line.

Link D13 (Figure 1; Figure 2)

From the intersection of Links C5, D12, and D13, approximately 2,170 feet south of the intersection of Romberg Rd and FM 2268, Link D13 proceeds in a southwesterly direction for approximately 18,290 feet to the intersection of Links C3, D13, D2, and E2, approximately 2,880 feet north of the intersection of Romberg Rd and N Fork Rd. Link D13 crosses Darrs Creek, Hackberry Rd, Middle Darrs Creek, South Darrs Creek, Lindemann Rd, and parallels an existing transmission line.

Link D2 (Figure 2)

From the intersection of Links C3, D13, D2, and E2, approximately 2,880 feet north of the intersection of Romberg Rd and N Fork Rd, Link D2 proceeds in a southwesterly direction for approximately 24,330 feet to the intersection of Links B3, D2, and E3, approximately 3,660 feet north of the intersection of FM 972 and CR 302. Link D2 crosses North Fork Indian Creek, N Fork Rd, Harold Clark Rd, an existing transmission line, Indian Creek, the Bell/Williamson county line, FM 487, Donahoe Creek, and Catings Rd.

Link E11 (Figure 1)

From the intersection of Links C1, C2, D11, and E11, approximately 6,890 feet northeast of the intersection of Campbell Hill Rd and FM 1123, Link E11 proceeds in a northwesterly direction for approximately 10,150 feet to an angle point. This segment of Link E11 crosses Dice Grove Rd, an existing transmission line, Moon Branch, FM 1123, and Salado Creek. From this angle point, Link E11 proceeds in a westerly direction for approximately 3,010 feet to an angle point. This segment of Link E11 crosses Salado Creek. From this angle point, Link E11 proceeds in a northwesterly direction for approximately 15,020 feet to a slight angle point. This segment of Link E11 crosses Armstrong Rd, Salado Creek, an existing transmission line, and Fox Rd. From this angle point, Link E11 proceeds in a northwesterly direction for approximately 1,560 feet to an angle point. From this angle point, Link E11 proceeds in a northwesterly direction for approximately 1,310 feet to an angle point. This segment of Link E11 crosses Interstate Highway (IH) 35 approximately 1,300 feet northeast of the intersection of IH 35 and Amity School Rd, through Belton, Texas. From this angle point, Link E11 proceeds in a northwesterly direction for approximately 3,280 feet to an angle point. This segment of Link E11 crosses Amity School Rd. From this angle point, Link E11 proceeds in a southwesterly direction for approximately 2,350 feet to the intersection of Links E11, E12, and E6, approximately 2,040 feet northwest of the intersection of W Amity Rd and IH 35.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link E12 (Figure 1)

From the intersection of Links E11, E12, and E6, approximately 2,040 feet northwest of the intersection of W Amity Rd and IH 35, Link E12 proceeds in a southwesterly direction for approximately 4,150 feet to an angle point. This segment of Link E12 crosses W Amity Rd and an existing transmission line. From this angle point, Link E12 proceeds in a southwesterly direction for approximately 2,400 feet to a slight angle point. From this angle point, Link E12 proceeds in a westerly direction for approximately 3,060 feet to an angle point. This segment of Link E12 crosses Lark Trl. From this angle point, Link E12 proceeds in a northwesterly direction for approximately 3,070 feet to an angle point. This segment of Link E12 crosses FM 1670. From this angle point, Link E12 proceeds in a southwesterly direction for approximately 7,020 feet to the intersection of Links E12, E13, and E7, approximately 3,080 feet northwest of the intersection of Thomas Arnold Rd and W Creek Rd. This segment of Link E12 crosses FM 2484 and Thomas Arnold Rd.

Link E13 (Figure 1)

From the intersection of Links E12, E13, and E7, approximately 3,080 feet northwest of the intersection of Thomas Arnold Rd and W Creek Rd, Link E13 proceeds in a southwesterly direction for approximately 3,040 feet to an angle point. This segment of Link E13 crosses Watkins Branch. From this angle point, Link E13 proceeds in a southwesterly direction for approximately 2,370 feet to an angle point. From this angle point, Link E13 proceeds in a southwesterly direction for approximately 4,620 feet to a slight angle point. This segment of Link E13 crosses Salado Creek. From this angle point, Link E13 proceeds in a southwesterly direction for approximately 1,580 feet to a slight angle point. From this angle point, Link E13 proceeds in a southwesterly direction for approximately 8,340 feet to an angle point. This segment of Link E13 crosses FM 2843 and Triangle Rd. From this angle point, Link E13 proceeds in a southwesterly direction for approximately 2,770 feet to the intersection of Links E13, E52, and F1, approximately 2,320 feet northwest of the intersection of Triangle Rd and Kuykendall Branch Rd. This segment of Link E13 crosses Triangle Rd.

Link E2 (Figure 2)

From the intersection of Links C3, D13, D2, and E2, approximately 2,880 feet north of the intersection of Romberg Rd and N Fork Rd, Link E2 proceeds in a northwesterly direction for approximately 17,440 feet to an angle point. This segment of Link E2 crosses an existing transmission line, Stockton Rd, North Fork Indian Creek, Kelsoville Rd, and Gooseneck Rd. From this angle point, Link E2 proceeds in a westerly direction for approximately 1,420 feet to an angle point. From this angle point, Link E2 proceeds in a northwesterly direction for approximately 9,260 feet to an angle point. From this angle point, Link E2 proceeds in a southwesterly direction for approximately 3,050 feet to the intersection of Links E2, E4, E51, and F01, approximately 2,850 feet northwest of the intersection of FM 2115 and Lindemann Rd. This segment of Link E2 crosses FM 2115 and Indian Creek.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link E3 (Figure 2)

From the intersection of Links B3, D2, and E3, approximately 3,660 feet north of the intersection of FM 972 and CR 302, Link E3 proceeds in a northwesterly direction for approximately 15,060 feet to the intersection of Links E3, E4, and F41, approximately 2,180 feet southwest of the intersection of CR 322 and CR 323. Link E3 crosses Catings Rd, an existing transmission line, Long Branch, CR 384, and CR 322.

Link E4 (Figure 2)

From the intersection of Links E3, E4, and F41, approximately 2,180 feet southwest of the intersection of CR 322 and CR 323, Link E4 proceeds in a northwesterly direction for approximately 23,460 feet to an angle point. This segment of Link E4 crosses an existing transmission line, FM 1105, Donahoe Creek, FM 487, and the Williamson/Bell county line. From this angle point, Link E4 proceeds in a northerly direction for approximately 2,310 feet to an angle point. From this angle point, Link E4 proceeds in a northwesterly direction for approximately 810 feet to the intersection of Links E2, E4, E51, and F01, approximately 2,850 feet northwest of the intersection of FM 2115 and Lindemann Rd.

Link E51 (Figure 1; Figure 2)

From the intersection of Links E2, E4, E51, and F01, approximately 2,850 feet northwest of the intersection of FM 2115 and Lindemann Rd, Link E51 proceeds in a northwesterly direction for approximately 690 feet to an angle point. This segment of Link E51 crosses Indian Creek. From this angle point, Link E51 proceeds in a northwesterly direction for approximately 1,280 feet to an angle point. From this angle point, Link E51 proceeds in a northwesterly direction for approximately 10,300 feet to the intersection of Links C5, E51, and E52, approximately 2,680 feet northeast of the intersection of Granger Rd and IH 35. This segment of Link E51 crosses Hare Rd, an existing transmission line, and Hackberry Rd.

Link E52 (Figure 1)

From the intersection of Links C5, E51, and E52, approximately 2,680 feet northeast of the intersection of Granger Rd and IH 35, Link E52 proceeds in a northwesterly direction for approximately 8,030 feet to the intersection of Links E13, E52, and F1, approximately 2,320 feet northwest of the intersection of Triangle Rd and Kuykendall Branch Rd. Link E52 crosses Granger Rd, Kuykendall Branch Rd, Triangle Rd, and IH 35, approximately 3,390 feet north of the intersection of Granger Rd and Hackberry Rd, southwest of Salado, Texas.

Link E6 (Figure 1)

From the intersection of Links E11, E12, and E6, approximately 2,040 feet northwest of the intersection of W Amity Rd and IH 35, Link E6 proceeds in a northwesterly direction for

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

approximately 4,230 feet to an angle point. This segment of Link E6 crosses Smith Dairy Rd. From this angle point, Link E6 proceeds in a northwesterly direction for approximately 1,420 feet to an angle point. From this angle point, Link E6 proceeds in a northwesterly direction for approximately 3,790 feet to an angle point. This segment of Link E6 crosses FM 1670. From this angle point, Link E6 proceeds in a southwesterly direction for approximately 3,080 feet to an angle point. From this angle point, Link E6 proceeds in a southwesterly direction for approximately 1,250 feet to an angle point. From this angle point, Link E6 proceeds in a northwesterly direction for approximately 3,800 feet to an angle point. This segment of Link E6 crosses Brewer Rd. From this angle point, Link E6 proceeds in a southwesterly direction for approximately 11,510 feet to the intersection of Links E6, E7, and E8, approximately 2,570 feet west of the intersection of Brewer Rd and Thomas Arnold Rd. This segment of Link E6 crosses an existing transmission line and FM 2484.

Link E7 (Figure 1)

From the intersection of Links E12, E13, and E7, approximately 3,080 feet northwest of the intersection of Thomas Arnold Rd and W Creek Rd, Link E7 proceeds in a northwesterly direction for approximately 8,630 feet to the intersection of Links E6, E7, and E8, approximately 2,570 feet west of the intersection of Brewer Rd and Thomas Arnold Rd. Link E7 parallels Thomas Arnold Rd.

Link E8 (Figure 1; Figure 3)

From the intersection of Links E6, E7, and E8, approximately 2,570 feet west of the intersection of Brewer Rd and Thomas Arnold Rd, Link E8 proceeds in a southwesterly direction for approximately 1,700 feet to an angle point. From this angle point, Link E8 proceeds in a southwesterly direction for approximately 25,960 feet to the intersection of Links E8, E9, and G71, approximately 7,510 feet northeast of the intersection of Crows Ranch Rd and Cedar Valley Rd. This segment of Link E8 crosses Watkins Branch, Willingham Branch, and Mustang Creek.

Link E9 (Bi-directional1) (Figure 3)

From the intersection of Links E9, F21, and F22, approximately 7,970 feet southeast of the intersection of Crows Ranch Rd and Cedar Valley Rd, Link E9 proceeds in a northwesterly direction for approximately 4,350 feet to the intersection of Links E8, E9, and G71, approximately 7,510 feet northeast of the intersection of Crows Ranch Rd and Cedar Valley Rd.

1- Bi-directional links are those that may progress in either direction from a node to connect adjoining forward-progressing links. Only one direction description is provided for any bi-directional link.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link F01 (Figure 2)

From the intersection of Links E2, E4, E51, and F01, approximately 2,850 feet southwest of the intersection of FM 2115 and Lindemann Rd, Link F01 proceeds in a southwesterly direction for approximately 1,390 feet to a slight angle point. From this angle point, Link F01 proceeds in a southwesterly direction for approximately 1,540 feet to a slight angle point. From this angle point, Link F01 proceeds in a southwesterly direction for approximately 8,950 feet to an angle point. This segment of Link F01 crosses an existing transmission line, Hill Rd, the Bell/Williamson county line, and North Fork Donahoe Creek. From this angle point, Link F01 proceeds in a northwesterly direction for approximately 3,350 feet to an angle point. This segment of Link F01 crosses CR 304, North Fork Donahoe Creek, W CR 703, and IH 35 approximately 910 feet northeast of the intersection of IH 35 and W CR 703, through Jarrell, Texas. From this angle point, Link F01 proceeds in a northwesterly direction for approximately 6,290 feet to an angle point. This segment of Link F01 crosses the Williamson/Bell county line and parallels W CR 703. From this angle point, Link F01 proceeds in a southwesterly direction for approximately 8,100 feet to a slight angle point. This segment of Link F01 crosses the Bell/Williamson county line and CR 307. From this angle point, Link F01 proceeds in a southwesterly direction for approximately 1,220 feet to the intersection of Links F01, F02, and F03, approximately 4,440 feet west of the intersection of CR 307 and CR 308.

Link F02 (Figure 2; Figure 3)

From the intersection of Links F01, F02, and F03, approximately 4,440 feet west of the intersection of CR 307 and CR 308, Link F02 proceeds in a northwesterly direction for approximately 9,760 feet to the intersection of Links F02, F1, F21, and F31, approximately 13,360 feet southeast of the intersection of FM 2843 and Cedar Valley Rd. Link F02 crosses Salado Creek and the Williamson/Bell county line.

Link F03 (Figure 2; Figure 3)

From the intersection of Links F01, F02, and F03, approximately 4,440 feet west of the intersection of CR 307 and CR 308, Link F03 proceeds in a southwesterly direction for approximately 2,140 feet to a slight angle point. This segment of Link F03 crosses Salado Creek. From this angle point, Link F03 proceeds in a westerly direction for approximately 1,270 feet to the intersection of Links F03 and F04, approximately 17,500 feet north of the intersection of FM 487 and CR 305.

Link F04 (Figure 3)

From the intersection of Links F03 and F04, approximately 17,500 feet north of the intersection of FM 487 and CR 305, Link F04 proceeds in a northwesterly direction for approximately 8,840 feet to the intersection of Links F04, F31, and F32, approximately 11,750 feet southeast of the intersection of Cedar Valley Rd and FM 2843. Link F04 crosses the Williamson/Bell county line.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link F1 (Figure 1; Figure 3)

From the intersection of Links E13, E52, and F1, approximately 2,320 feet southeast of the intersection of Triangle Rd and Kuykendall Branch Rd, Link F1 proceeds in a southwesterly direction for approximately 18,680 feet to the intersection of Links F02, F1, F21, and F31, approximately 13,360 feet southeast of the intersection of FM 2843 and Cedar Valley Rd. Link F1 crosses Salado Creek.

Link F20 (Figure 3)

From the intersection of Links F20, F32, and F33, approximately 11,300 feet southeast of the intersection of FM 2843 and Cedar Valley Rd, Link F20 proceeds in a northwesterly direction for approximately 9,350 feet to a slight angle point. This segment of Link F20 crosses Rumsey Creek and Buttermilk Creek. From this angle point, Link F20 proceeds in a northwesterly direction for approximately 1,450 feet to a slight angle point. This segment of Link F20 crosses FM 2843. From this angle point, Link F20 proceeds in a northwesterly direction for approximately 3,810 feet to the intersection of Links F20, F22, and F23, approximately 4,040 feet southeast of the intersection of Crows Ranch Rd and Cedar Valley Rd.

Link F21 (Figure 3)

From the intersection of Links F02, F1, F21, and F31, approximately 13,360 feet southeast of the intersection of FM 2843 and Cedar Valley Rd, Link F21 proceeds in a northwesterly direction for approximately 1,390 feet to a slight angle point. From this angle point, Link F21 proceeds in a northwesterly direction for approximately 4,540 feet to a slight angle point. This segment of Link F21 crosses Rumsey Creek. From this angle point, Link F21 proceeds in a northwesterly direction for approximately 2,920 feet to a slight angle point. From this angle point, Link F21 proceeds in a northwesterly direction for approximately 5,810 feet to the intersection of Links E9, F21, and F22, approximately 7,970 feet east of the intersection of Crows Ranch Rd and Cedar Valley Rd. This segment of Link F21 crosses Buttermilk Creek and FM 2843.

Link F22 (Figure 3)

From the intersection of Links E9, F21, and F22, approximately 7,970 feet southeast of the intersection of Crows Ranch Rd and Cedar Valley Rd, Link F22 proceeds in a southwesterly direction for approximately 5,010 feet to the intersection of Links F20, F22, and F23, approximately 4,040 feet southeast of the intersection of Crows Ranch Rd and Cedar Valley Rd.

Link F23 (Figure 3)

From the intersection of Links F20, F22, and F23, approximately 4,040 feet southeast of the intersection of Crows Ranch Rd and Cedar Valley Rd, Link F23 proceeds in a southwesterly

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

direction for approximately 8,420 feet to the intersection of Links F23, F24, and G72, approximately 6,550 feet northwest of the intersection of Cedar Valley Rd and FM 2843. Link F23 crosses Cedar Valley Rd.

Link F24 (Figure 3)

From the intersection of Links F23, F24, and G72, approximately 6,550 feet northwest of the intersection of Cedar Valley Rd and FM 2843, Link F24 proceeds in a southwesterly direction for approximately 640 feet to an angle point. From this angle point, Link F24 proceeds in a northwesterly direction for approximately 2,980 feet to an angle point. This segment of Link F24 crosses Stillman Valley Creek. From this angle point, Link F24 proceeds in a southwesterly direction for approximately 3,160 feet to a slight angle point. This segment of Link F24 crosses Firefly Rd. From this angle point, Link F24 proceeds in a southwesterly direction for approximately 1,490 feet to a slight angle point. From this angle point, Link F24 proceeds in a southwesterly direction for approximately 1,560 feet to a slight angle point. From this angle point, Link F24 proceeds in a southwesterly direction for approximately 2,980 feet to an angle point. From this angle point, Link F24 proceeds in a southwesterly direction for approximately 22,800 feet to an angle point. This segment of Link F24 crosses the Bell/Williamson county line, CR 228, and Rocky Creek. From this angle point, Link F24 proceeds in a westerly direction for approximately 2,400 feet to an angle point. This segment of Link F24 crosses SH 195 approximately 1,220 feet north of the intersection of SH 195 and N Patterson Ave, north of Florence, Texas. From this angle point, Link F24 proceeds in a southwesterly direction for approximately 3,690 feet to the intersection of Links F24 and G11, approximately 5,680 feet southwest of the intersection of SH 195 and Wolf Ridge Rd.

Link F31 (Figure 3)

From the intersection of Links F02, F1, F21, and F31, approximately 13,360 feet southeast of the intersection of FM 2843 and Cedar Valley Rd, Link F31 proceeds in a southwesterly direction for approximately 3,250 feet to the intersection of Links F04, F31, and F32, approximately 11,750 feet southeast of the intersection of Cedar Valley Rd and FM 2843.

Link F32 (Figure 3)

From the intersection of Links F04, F31, and F32, approximately 11,750 feet southeast of the intersection of Cedar Valley Rd and FM 2843, Link F32 proceeds in a southwesterly direction for approximately 1,330 feet to the intersection of Links F20, F32, and F33, approximately 11,300 feet southeast of the intersection of FM 2843 and Cedar Valley Rd.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link F33 (Figure 3)

From the intersection of Links F20, F32, and F33, approximately 11,300 feet southeast of the intersection of FM 2843 and Cedar Valley Rd, Link F33 proceeds in a southwesterly direction for approximately 3,020 feet to an angle point. This segment of Link F33 crosses the Bell/Williamson county line. From this angle point, Link F33 proceeds in a southwesterly direction for approximately 3,020 feet to a slight angle point. From this angle point, Link F33 proceeds in a southwesterly direction for approximately 7,720 feet to the intersection of Links F33 and F34, approximately 8,920 feet southeast of the intersection of FM 2843 and CR 231. This segment of Link F33 crosses South Rumsey Creek.

Link F34 (Figure 3)

From the intersection of Links F33 and F34, approximately 8,920 feet southeast of the intersection of FM 2843 and CR 231, Link F34 proceeds in a southwesterly direction for approximately 13,340 feet to an angle point. From this angle point, Link F34 proceeds in a northwesterly direction for approximately 3,710 feet to an angle point. This segment of Link F34 crosses FM 2843 and CR 230 Spur. From this angle point, Link F34 proceeds in a northwesterly direction for approximately 5,940 feet to an angle point. This segment of Link F34 parallels CR 230. From this angle point, Link F34 proceeds in a southwesterly direction for approximately 3,700 feet to a slight angle point. This segment of Link F34 crosses CR 230. From this angle point, Link F34 proceeds in a southwesterly direction for approximately 2,960 feet to a slight angle point. From this angle point, Link F34 proceeds in a southwesterly direction for approximately 4,880 feet to an angle point. From this angle point, Link F34 proceeds in a southeasterly direction for approximately 3,780 feet to an angle point. From this angle point, Link F34 proceeds in a southwesterly direction for approximately 9,110 feet to an angle point. This segment of Link F34 crosses N Patterson Ave, South Salado Creek, and SH 195, approximately 1,160 feet southeast from the intersection of SH 195 and SH 138, north of Florence, Texas. From this angle point, Link F34 proceeds in a northwesterly direction for approximately 1,460 feet to an angle point. From this angle point, Link F34 proceeds in a westerly direction for approximately 3,060 feet to a slight angle point. This segment of Link F34 crosses CR 226. From this angle point, Link F34 proceeds in a southwesterly direction for approximately 1,520 feet to a slight angle point. From this angle point, Link F34 proceeds in a southwesterly direction for approximately 4,070 feet to the intersection of Links F34, F44, and F6, approximately 3,560 feet southwest of the intersection of SH 138 and CR 224.

Link F41 (Figure 2)

From the intersection of Links E3, E4, and F41, approximately 2,180 feet southwest of the intersection of CR 322 and CR 323, Link F41 proceeds in a northwesterly direction for approximately 1,310 feet to an angle point. From this angle point, Link F41 proceeds in a southwesterly direction for approximately 11,560 feet to an angle point. This segment of Link F41 crosses CR 302. From this angle point, Link F41 proceeds in a westerly direction for approximately 2,120 feet to an angle point. From this angle point, Link F41 proceeds in a

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

southwesterly direction for approximately 5,250 feet to the intersection of Links F41, F42, and F45, approximately 1,270 feet east of the intersection of CR 311 and FM 1105. This segment of Link F41 crosses Willis Creek.

Link F42 (Figure 2)

From the intersection of Links F41, F42, and F45, approximately 1,270 feet southeast of the intersection of CR 311 and FM 1105, Link F42 proceeds in a southwesterly direction for approximately 1,330 feet to an angle point. From this angle point, Link F42 proceeds in a southwesterly direction for approximately 4,250 feet to an angle point. This segment of Link F42 crosses FM 1005 and CR 388. From this angle point, Link F42 proceeds in a northwesterly direction for approximately 5,860 feet to the intersection of Links F42, F43, and F45, approximately 2,690 feet northwest of the intersection of CR 311 and CR 388. This segment of Link F42 crosses CR 311 and an existing transmission line.

Link F43 (Figure 2; Figure 3)

From the intersection of Links F42, F43, and F45, approximately 2,690 feet northwest of the intersection of CR 311 and CR 388, Link F43 proceeds in a northwesterly direction for approximately 4,310 feet to an angle point. This segment of Link F43 crosses CR 314 and an existing transmission line. From this angle point, Link F43 proceeds in a northwesterly direction for approximately 10,160 feet to an angle point. This segment of Link F43 crosses IH 35 approximately 2,970 feet northeast of the intersection of IH 35 and CR 314, through Jarrell, Texas. From this angle point, Link F43 proceeds in a southwesterly direction for approximately 7,310 feet to an angle point. This segment of Link F43 crosses CR 216 and CR 239. From this angle point, Link F43 proceeds in a westerly direction for approximately 1,310 feet to an angle point. From this angle point, Link F43 proceeds in a southwesterly direction for approximately 6,560 feet to an angle point. This segment of Link F43 crosses CR 234 and Dry Berry Creek. From this angle point, Link F43 proceeds in a northwesterly direction for approximately 1,260 feet to an angle point. From this angle point, Link F43 proceeds in a southwesterly direction for approximately 6,550 feet to an angle point. This segment of Link F43 crosses Cobbs Spring Branch. From this angle point, Link F43 proceeds in a northwesterly direction for approximately 5,140 feet to an angle point. This segment of Link F43 crosses Cobbs Springs Branch. From this angle point, Link F43 proceeds in a southwesterly direction for approximately 8,560 feet to an angle point. From this angle point, Link F43 proceeds in a northwesterly direction for approximately 1,080 feet to an angle point. From this angle point, Link F43 proceeds in a southwesterly direction for approximately 3,740 feet to a slight angle point. From this angle point, Link F43 proceeds in a southwesterly direction for approximately 1,410 feet to a slight angle point. From this angle point, Link F43 proceeds in a southwesterly direction for approximately 10,220 feet to an angle point. This segment of Link F43 crosses SH 195 approximately 170 feet northwest from the intersection of SH 195 and CR 241, north of Georgetown, Texas, and parallels CR 241. From this angle point, Link F43 proceeds in a northwesterly direction for approximately 3,630 feet to a slight angle point. This segment of Link F43 crosses CR 245 and Berry Creek. From this angle point, Link F43 proceeds in a westerly

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

direction for approximately 1,960 feet to the intersection of Links F43, F44, and F8, approximately 4,690 feet northeast from the intersection of CR 241 and Ranch-to-Market (RM) 2338.

Link F44 (Figure 3)

From the intersection of Links F43, F44, and F8, approximately 4,690 feet northeast from the intersection of CR 241 and RM 2338, Link F44 proceeds in a westerly direction for approximately 1,200 feet to the angle point. From this angle point, Link F44 proceeds in a northwesterly direction for approximately 17,130 feet to a slight angle point. This segment of Link F44 crosses Berry Creek three times, FM 970, and CR 219. From this angle point, Link F44 proceeds in a northwesterly direction for approximately 6,400 feet to the intersection of Links F34, F44, and F6, approximately 3,560 feet southwest of the intersection of SH 138 and CR 224. This segment of Link F44 crosses CR 220.

Link F45 (Figure 2)

From the intersection of Links F41, F42, and F45, approximately 1,270 feet east of the intersection of CR 311 and FM 1105, Link F45 proceeds in a northwesterly direction for approximately 1,550 feet to an angle point. This segment of Link F45 crosses FM 1105. From this angle point, Link F45 proceeds in a northwesterly direction for approximately 3,860 feet to an angle point. This segment of Link F45 crosses CR 311 and an existing transmission line. From this angle point, Link F45 proceeds in a southwesterly direction for approximately 4,340 feet to the intersection of Links F42, F43, and F45, approximately 2,690 feet northwest of the intersection of CR 311 and CR 388. This segment of Link F45 crosses CR 375.

Link F6 (Figure 3)

From the intersection of Links F34, F44, and F6, approximately 3,560 feet southwest of the intersection of SH 138 and CR 224, Link F6 proceeds in a southwesterly direction for approximately 1,870 feet to the intersection of Links F6, F7, and G41, approximately 5,220 feet southwest from the intersection of SH 138 and CR 224.

Link F7 (Figure 3)

From the intersection of Links F6, F7, and G41, approximately 5,220 feet southwest from the intersection of SH 138 and CR 224, Link F7 proceeds in a northwesterly direction for approximately 3,120 feet to a slight angle point. This segment of Link F7 crosses SH 138 approximately 4,880 feet southwest from the intersection of SH 138 and CR 224, northwest of Florence, Texas. From this angle point, Link F7 proceeds in a northwesterly direction for approximately 1,590 feet to a slight angle point. From this angle point, Link F7 proceeds in a

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

northwesterly direction for approximately 3,010 feet to the intersection of Links F7 and G31, approximately 4,230 feet southeast of the intersection of CR 224 and CR 286.

Link F8 (Figure 3)

From the intersection of Links F43, F44, and F8, approximately 4,690 feet northeast from the intersection of CR 241 and RM 2338, Link F8 proceeds in a southwesterly direction for approximately 7,380 feet to an angle point. This segment of Link F8 crosses South Berry Creek. From this angle point, Link F8 proceeds in a northwesterly direction for approximately 1,090 feet to an angle point. This segment of Link F8 crosses CR 251. From this angle point, Link F8 proceeds in a southwesterly direction for approximately 2,380 feet to a slight angle point. From this angle point, Link F8 proceeds in a southwesterly direction for approximately 4,320 feet to a slight angle point. This segment of Link F8 crosses RM 2338. From this angle point, Link F8 proceeds in a southwesterly direction for approximately 2,910 feet to a slight angle point. From this angle point, Link F8 proceeds in a southwesterly direction for approximately 4,750 feet to an angle point. From this angle point, Link F8 proceeds in a westerly direction for approximately 2,320 feet to an angle point. This segment of Link F8 crosses US 183 approximately 3,130 feet south of the intersection of US 183 and CR 209. From this angle point, Link F8 proceeds in a northwesterly direction for approximately 7,610 feet to an angle point. This segment of Link F8 crosses CR 209. From this angle point, Link F8 proceeds in a southwesterly direction for approximately 8,200 feet to a slight angle point. This segment of Link F8 crosses CR 209 and CR 207. From this angle point, Link F8 proceeds in a southwesterly direction for approximately 2,980 feet to a slight angle point. This segment of Link F8 crosses the North Fork San Gabriel River. From this angle point, Link F8 proceeds in a southwesterly direction for approximately 7,630 feet to a slight angle point. This segment of Link F8 crosses Brizendine Branch and CR 200. From this angle point, Link F8 proceeds in a southwesterly direction for approximately 3,180 feet to an angle point. This segment of Link F8 crosses East Branch Clear Creek. From this angle point, Link F8 proceeds in a westerly direction for approximately 1,170 feet to an angle point. This segment of Link F8 crosses CR 236 and West Branch Clear Creek. From this angle point, Link F8 proceeds in a southwesterly direction for approximately 2,850 feet to an angle point. This segment of Link F8 parallels CR 236. From this angle point, Link F8 proceeds in a northwesterly direction for approximately 1,260 feet to an angle point. This segment of Link F8 crosses the Williamson/Burnet county line. From this angle point, Link F8 proceeds in a northwesterly direction for approximately 1,470 feet to a slight angle point. From this angle point, Link F8 proceeds in a northwesterly direction for approximately 4,590 feet to the intersection of Links F8, G42, and G43, approximately 7,240 feet north of the intersection of CR 276 and CR 278. This segment of Link F8 crosses West Branch Clear Creek.

Link G11 (Figure 3)

From the intersection of Links F24 and G11, approximately 5,680 feet southwest of the intersection of SH 195 and Wolf Ridge Rd, Link G11 proceeds in a northwesterly direction for approximately 8,260 feet to the intersection of Links G11, G12, G81, and G9, approximately 10,040 feet northwest of the intersection of SH 195 and Wolf Ridge Rd.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link G12 (Figure 3)

From the intersection of Links G11, G12, G81, and G9, approximately 10,040 feet northwest of the intersection of SH 195 and Wolf Ridge Rd, Link G12 proceeds in a northwesterly direction for approximately 1,500 feet to a slight angle point. From this angle point, Link G12 proceeds in a northwesterly direction for approximately 2,940 feet to the intersection of Links G12, G13, and G82, approximately 6,930 feet southwest from the intersection of Wolf Ridge Rd and Briggs Rd. This segment of Link G12 crosses the Williamson/Burnet county line.

Link G13 (Figure 3)

From the intersection of Links G12, G13, and G82, approximately 6,930 feet southwest from the intersection of Wolf Ridge Rd and Briggs Rd, Link G13 proceeds in a southwesterly direction for approximately 2,680 feet to an angle point. From this angle point, Link G13 proceeds in a northwesterly direction for approximately 7,690 feet to an angle point. This segment of Link G13 crosses CR 219. From this angle point, Link G13 proceeds in a southwesterly direction for approximately 10,800 feet to a slight angle point. This segment of Link G13 crosses Mill Creek. From this angle point, Link G13 proceeds in a southwesterly direction for approximately 4,370 feet to a slight angle point. From this angle point, Link G13 proceeds in a southwesterly direction for approximately 5,070 feet to the intersection of Links G13, G2, and G51, approximately 4,610 feet northwest of the intersection between CR 219 and FM 2657. This segment of Link G13 crosses FM 2657.

Link G2 (Figure 3)

From the intersection of Links G13, G2, and G51, approximately 4,610 feet northwest of the intersection between CR 219 and FM 2657, Link G2 proceeds in a southwesterly direction for approximately 1,180 feet to a slight angle point. From this angle point, Link G2 proceeds in a

southwesterly direction for approximately 3,200 feet to a slight angle point. From this angle point, Link G2 proceeds in a southwesterly direction for approximately 3,200 feet to a slight angle point. From this angle point, Link G2 proceeds in a southwesterly direction for approximately 5,870 feet to an angle point. From this angle point, Link G2 proceeds in a southwesterly direction for approximately 6,400 feet to an angle point. This segment of Link G2 crosses US 183 approximately 820 feet northwest of the intersection of US 183 and CR 209B and crosses CR 209B. From this angle point, Link G2 proceeds in a southwesterly direction for approximately 3,580 feet to the intersection of Links G2, G32, and G6, approximately 5,360 feet southwest of the intersection of CR 209B and US 183.

Link G31 (Figure 3)

From the intersection of Links F7 and G31, approximately 4,230 feet southeast of the intersection of CR 224 and CR 286, Link G31 proceeds in a southwesterly direction for approximately 7,770 feet to an angle point. This segment of Link G31 crosses CR 223 and Berry Creek. From this angle point, Link G31 proceeds in a northwesterly direction for

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

approximately 2,010 feet to a slight angle point. From this angle point, Link G31 proceeds in a northwesterly direction for approximately 4,520 feet to a slight angle point. This segment of Link G31 crosses the Williamson/Burnet county line, CR 211, and Berry Creek. From this angle point, Link G31 proceeds in a northwesterly direction for approximately 4,990 feet to an angle point. From this angle point, Link G31 proceeds in a southwesterly direction for approximately 9,950 feet to an angle point. This segment of Link G31 crosses Berry Creek and US 183 approximately 4,140 feet southeast of the intersection of US 183 and CR 210, south of Briggs, Texas. From this angle point, Link G31 proceeds in a northwesterly direction for approximately 8,070 feet to the intersection of Links G31, G32, and G9, approximately 3,470 feet east of the intersection of CR 211 and US 183, near Briggs, Texas. This segment of Link G31 crosses CR 210 and Berry Creek.

Link G32 (Figure 3)

From the intersection of Links G31, G32, and G9, approximately 3,470 feet east of the intersection of CR 211 and US 183, near Briggs, Texas, Link G32 proceeds in a westerly direction for approximately 10,860 feet to the intersection of Links G2, G32, and G6, approximately 5,360 feet southwest of the intersection of CR 209B and US 183. This segment of Link G32 crosses CR 211.

Link G41 (Figure 3)

From the intersection of Links F6, F7, and G41, approximately 5,220 feet southwest from the intersection of SH 138 and CR 224, Link G41 proceeds in a southwesterly direction for approximately 9,240 feet to an angle point. This segment of Link G41 crosses Berry Creek and CR 223. From this angle point, Link G41 proceeds in a southeasterly direction for approximately 1,250 feet to an angle point. From this angle point, Link G41 proceeds in a southwesterly direction for approximately 10,560 feet to an angle point. This segment of Link G41 crosses US 183 approximately 3,150 feet southeast from the intersection of US 183 and CR 221. From this angle point, Link G41 proceeds in a southwesterly direction for approximately 1,530 feet to an angle point. From this angle point, Link G41 proceeds in a southwesterly direction for approximately 4,450 feet to an angle point. From this angle point, Link G41 proceeds in a southwesterly direction for approximately 4,430 feet to an angle point. This segment of Link G41 crosses CR 208 and the North Fork San Gabriel River. From this angle point, Link G41 proceeds in a southwesterly direction for approximately 4,510 feet to a slight angle point. From this angle point, Link G41 proceeds in a southwesterly direction for approximately 4,110 feet to the intersection of Links G41, G42, and G45, approximately 3,060 feet northeast from the intersection of CR 282 and FM 243. This segment of Link G41 crosses the Williamson/Burnet county line.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link G42 (Figure 3)

From the intersection of Links G41, G42, and G45, approximately 3,060 feet northeast from the intersection of CR 282 and FM 243, Link G42 proceeds in a southwesterly direction for approximately 4,510 feet to an angle point. This segment of Link G42 crosses CR 282. From this angle point, Link G42 proceeds in a southwesterly direction for approximately 3,950 feet to an angle point. This segment of Link G42 crosses East Branch Clear Creek. From this angle point, Link G42 proceeds in a southwesterly direction for approximately 3,230 feet to the intersection of Links F8, G42, and G43, approximately 7,240 feet north of the intersection of CR 276 and CR 278.

Link G43 (Figure 3)

From the intersection of Links F8, G42, and G43, approximately 7,240 feet north of the intersection of CR 276 and CR 278, Link G43 proceeds in a northwesterly direction for approximately 3,150 feet to an angle point. This segment of Link G43 crosses FM 243. From this angle point, Link G43 proceeds in a southwesterly direction for approximately 1,590 feet to a slight angle point. From this angle point, Link G43 proceeds in a southwesterly direction for approximately 1,620 feet to an angle point. From this angle point, Link G43 proceeds in a northwesterly direction for approximately 2,840 feet to the intersection of Links G43, G44, and G45, approximately 10,250 feet northeast of the intersection of FM 243 and CR 274. This segment of Link G43 crosses East Branch Clear Creek.

Link G44 (Figure 3; Figure 5)

From the intersection of Links G43, G44, and G45, approximately 10,250 feet northeast of the intersection of FM 243 and CR 274, Link G44 proceeds in a northwesterly direction for approximately 6,090 feet to an angle point. From this angle point, Link G44 proceeds in a southwesterly direction for approximately 12,520 feet to an angle point. This segment of Link G44 crosses CR 272. From this angle point, Link G44 proceeds in a northwesterly direction for approximately 4,640 feet to an angle point. This segment of Link G44 crosses the Russell Fork San Gabriel River three times. From this angle point, Link G44 proceeds in a northwesterly direction for approximately 3,140 feet to an angle point. From this angle point, Link G44 proceeds in a southwesterly direction for approximately 3,950 feet to an angle point. This segment of Link G44 crosses RM 1174. From this angle point, Link G44 proceeds in a westerly direction for approximately 3,130 feet to an angle point. From this angle point, Link G44 proceeds in a southwesterly direction for approximately 2,330 feet to an angle point. From this angle point, Link G44 proceeds in a southwesterly direction for approximately 7,930 feet to a slight angle point. This segment of Link G44 crosses Brooks Mill Rd. From this angle point, Link G44 proceeds in a southwesterly direction for approximately 4,390 feet to a slight angle point. From this angle point, Link G44 proceeds in a southwesterly direction for approximately 7,550 feet to an angle point. From this angle point, Link G44 proceeds in a northwesterly direction for approximately 2,890 feet to a slight angle point. From this angle point, Link G44 proceeds in a northwesterly direction for approximately 6,990 feet to a slight angle point. This segment of Link

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

G44 crosses Shady Grove Rd and the Russell Fork San Gabriel River three times. From this angle point, Link G44 proceeds in a northwesterly direction for approximately 1,380 feet to an angle point. From this angle point, Link G44 proceeds in a northwesterly direction for approximately 7,690 feet to a slight angle point. This segment of Link G44 crosses the Russell Fork San Gabriel River twice. From this angle point, Link G44 proceeds in a northwesterly direction for approximately 1,140 feet to an angle point. This segment of Link G44 crosses RM 963. From this angle point, Link G44 proceeds in a northwesterly direction for approximately 1,980 feet to a slight angle point. From this angle point, Link G44 proceeds in a northwesterly direction for approximately 4,400 feet to a slight angle point. This segment of Link G44 crosses the Russell Fork San Gabriel River. From this angle point, Link G44 proceeds in a northwesterly direction for approximately 1,620 feet to an angle point. From this angle point, Link G44 proceeds in a northeasterly direction for approximately 22,850 feet to the intersection of Links G44, G6, H3, and I1 approximately 8,690 feet east of the intersection of US 281 and CR 109, southwest of Lake Victor, Texas. This segment of Link G44 crosses Allen Branch and parallels an existing transmission line.

Link G45 (Figure 3)

From the intersection of Links G41, G42, and G45, approximately 3,060 feet northeast from the intersection of CR 282 and FM 243, Link G45 proceeds in a southwesterly direction for approximately 2,390 feet to an angle point. This segment of Link G45 parallels CR 282. From this angle point, Link G45 proceeds in a northwesterly direction for approximately 3,430 feet to an angle point. From this angle point, Link G45 proceeds in a southwesterly direction for approximately 12,290 feet to the intersection of Links G43, G44, and G45, approximately 10,250 feet northeast of the intersection of FM 243 and CR 274. This segment of Link G45 crosses FM 243.

Link G51 (Figure 3; Figure 4)

From the intersection of Links G13, G2, and G51, approximately 4,610 feet northwest of the intersection between CR 219 and FM 2657, Link G51 proceeds in a northwesterly direction for approximately 8,540 feet to a slight angle point. From this angle point, Link G51 proceeds in a northwesterly direction for approximately 13,790 feet to an angle point. From this angle point, Link G51 proceeds in a northwesterly direction for approximately 4,610 feet to an angle point. This segment of Link G51 crosses Rocky Creek and RM 963. From this angle point, Link G51 proceeds in a westerly direction for approximately 7,760 feet to an angle point. From this angle point, Link G51 proceeds in a northwesterly direction for approximately 37,130 feet to an angle point. This segment of Link G51 crosses CR 224 E, Panther Den Branch, Burnet Branch, and CR 226. From this angle point, Link G51 proceeds in a southwesterly direction for approximately 5,960 feet to the intersection of Links G51, G52, and U1, approximately 8,500 feet southeast of the intersection of CR 228 and US 183.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link G52 (Figure 4)

From the intersection of Links G51, G52, and U1, approximately 8,500 feet southeast of the intersection of CR 228 and US 183, Link G52 proceeds in a southwesterly direction for approximately 5,140 feet to a slight angle point. From this angle point, Link G52 proceeds in a southwesterly direction for approximately 1,570 feet to an angle point. This segment of Link G52 crosses US 183 approximately 5,530 feet southeast of the intersection of US 183 and CR 228, southeast of Lampasas, Texas. From this angle point, Link G52 proceeds in a northwesterly direction for approximately 5,400 feet to an angle point. This segment of Link G52 crosses Mesquite Creek. From this angle point, Link G52 proceeds in a northwesterly direction for approximately 4,920 feet to an angle point. From this angle point, Link G52 proceeds in a southwesterly direction for approximately 4,720 feet to an angle point. This segment of Link G52 crosses CR 207. From this angle point, Link G52 proceeds in a northwesterly direction for approximately 2,270 feet to an angle point. From this angle point, Link G52 proceeds in a northwesterly direction for approximately 5,040 feet to the intersection of Links G52, H1, and J10, approximately 5,640 feet south of the intersection of US 281 and CR 1002.

Link G6 (Figure 3; Figure 5)

From the intersection of Links G2, G32, and G6, approximately 5,360 feet southwest of the intersection of CR 209B and US 183, Link G6 proceeds in a southwesterly direction for approximately 9,020 feet to an angle point. This segment of Link G6 crosses Campbells Branch. From this angle point, Link G6 proceeds in a westerly direction for approximately 9,120 feet to an angle point. This segment of Link G6 crosses Olive Branch. From this angle point, Link G6 proceeds in a southwesterly direction for approximately 9,330 feet to an angle point. This segment of Link G6 crosses RM 963. From this angle point, Link G6 proceeds in a northwesterly direction for approximately 3,360 feet to an angle point. From this angle point, Link G6 proceeds in a southwesterly direction for approximately 23,850 feet to an angle point. This segment of Link G6 crosses CR 207 and CR 203. From this angle point, Link G6 proceeds in a northwesterly direction for approximately 3,410 feet to an angle point. From this angle point, Link G6 proceeds in a northwesterly direction for approximately 5,830 feet to an angle point. This segment of Link G6 crosses CR 203. From this angle point, Link G6 proceeds in a southwesterly direction for approximately 3,590 feet to an angle point. This segment of Link G6 crosses CR 202. From this angle point, Link G6 proceeds in a northwesterly direction for approximately 6,300 feet to a slight angle point. This segment of Link G6 crosses the North Fork San Gabriel River. From this angle point, Link G6 proceeds in a northwesterly direction for approximately 940 feet to a slight angle point. From this angle point, Link G6 proceeds in a westerly direction for approximately 850 feet to an angle point. This segment of Link G6 crosses RM 2340. From this angle point, Link G6 proceeds in a southwesterly direction for approximately 6,280 feet to an angle point. From this angle point, Link G6 proceeds in a northwesterly direction for approximately 3,440 feet to the intersection of Links G44, G6, H3, and I1 approximately 8,690 feet east of the intersection of US 281 and CR 109, southwest of Lake Victor, Texas.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link G71 (Figure 3)

From the intersection of Links E8, E9, and G71, approximately 7,510 feet northeast of the intersection of Crows Ranch Rd and Cedar Valley Rd, Link G71 proceeds in a northwesterly direction for approximately 4,370 feet to an angle point. This segment of Link G71 crosses Crows Ranch Rd. From this angle point, Link G71 proceeds in a southwesterly direction for approximately 11,540 feet to the intersection of Links G71, G72, and G73, approximately 2,900 feet south of the intersection of Cedar Valley Rd and Stillman Valley Rd. This segment of Link G71 crosses an existing transmission line and Cedar Valley Rd.

Link G72 (Figure 3)

From the intersection of Links F23, F24, and G72, approximately 6,550 feet northwest of the intersection of Cedar Valley Rd and FM 2843, Link G72 proceeds in a northwesterly direction for approximately 8,520 feet to the intersection of Links G71, G72, and G73, approximately 2,900 feet south of the intersection of Cedar Valley Rd and Stillman Valley Rd.

Link G73 (Figure 3)

From the intersection of Links G71, G72, and G73, approximately 2,900 feet south of the intersection of Cedar Valley Rd and Stillman Valley Rd, Link G73 proceeds in a westerly direction for approximately 4,030 feet to an angle point. This segment of Link G73 crosses Stillman Valley Creek and Stillman Valley Rd. From this angle point, Link G73 proceeds in a northwesterly direction for approximately 3,930 feet to an angle point. This segment of Link G73 crosses Stillman Valley Creek. From this angle point, Link G73 proceeds in a southwesterly direction for approximately 18,320 feet to an angle point. This segment of Link G73 crosses Stillman Valley Creek, Peaceable Kingdom Rd, and Rocky Creek. From this angle point, Link G73 proceeds in a westerly direction for approximately 1,500 feet to an angle point. From this angle point, Link G73 proceeds in a southwesterly direction for approximately 1,440 feet to an angle point. This segment of Link G73 crosses Blueberry Rd. From this angle point, Link G73 proceeds in a southwesterly direction for approximately 1,000 feet to an angle point. This segment of Link G73 crosses Wilson Branch Rd. From this angle point, Link G73 proceeds in a northwesterly direction for approximately 1,470 feet to a slight angle point. This segment of Link G73 crosses Wilson Branch. From this angle point, Link G73 proceeds in a northwesterly direction for approximately 2,710 feet to an angle point. This segment of Link G73 crosses SH 195 approximately 2,030 feet south of the intersection of SH 195 and Mountain Creek Rd. From this angle point, Link G73 proceeds in a southwesterly direction for approximately 4,380 feet to the intersection of Links G73, G81, and G82, approximately 6,130 feet southeast from the intersection of Wolf Ridge Rd and Briggs Rd.

Link G81 (Figure 3)

From the intersection of Links G73, G81, and G82, approximately 6,130 feet southeast from the intersection of Wolf Ridge Rd and Briggs Rd, Link G81 proceeds in a southeasterly direction for

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

approximately 3,390 feet to an angle point. This segment of Link G81 parallels Wolf Ridge Rd. From this angle point, Link G81 proceeds in a southwesterly direction for approximately 5,620 feet to the intersection of Links G11, G12, G81, and G9, approximately 10,040 feet northwest of the intersection of SH 195 and Wolf Ridge Rd. This segment of Link G81 crosses Wolf Ridge Rd and the Bell/Williamson county line.

Link G82 (Figure 3)

From the intersection of Links G73, G81, and G82, approximately 6,130 feet southeast from the intersection of Wolf Ridge Rd and Briggs Rd, Link G82 proceeds in a southwesterly direction for approximately 4,830 feet to an angle point. This segment of Link G82 crosses Wolf Ridge Rd. From this angle point, Link G82 proceeds in a northwesterly direction for approximately 1,370 feet to the intersection of Links G12, G13, and G82, approximately 6,930 feet southwest from the intersection of Wolf Ridge Rd and Briggs Rd. This segment of Link G82 crosses the Bell/Burnet county line.

Link G9 (Figure 3)

From the intersection of Links G11, G12, G81, and G9, approximately 10,040 feet northwest of the intersection of SH 195 and Wolf Ridge Rd, Link G9 proceeds in a southwesterly direction for approximately 5,330 feet to a slight angle point. This segment of Link G9 crosses the Williamson/Burnet county line. From this angle point, Link G9 proceeds in a southwesterly direction for approximately 1,420 feet to an angle point. From this angle point, Link G9 proceeds in a southwesterly direction for approximately 6,770 feet to a slight angle point. This segment of Link G9 crosses McDaniel Branch. From this angle point, Link G9 proceeds in a southwesterly direction for approximately 2,620 feet to a slight angle point. From this angle point, Link G9 proceeds in a southwesterly direction for approximately 6,970 feet to an angle point. From this angle point, Link G9 proceeds in a northwesterly direction for approximately 2,240 feet to an angle point. From this angle point, Link G9 proceeds in a southwesterly direction for approximately 7,500 feet to an angle point. This segment of Link G9 crosses US 183 south of the intersection of US 183 and State Highway Loop 308, near Briggs, Texas. From this angle point, Link G9 proceeds in a northwesterly direction for approximately 6,630 feet to the intersection of Links G31, G32, and G9, approximately 3,470 feet southeast of the intersection of CR 211 and US 183, near Briggs, Texas. This segment of Link G9 crosses Berry Creek twice.

Link H0 (Bi-directional) (Figure 4)

From the intersection of Links H0, J10, and J11, approximately 5,240 feet southwest from the intersection of US 281 and CR 1002, Link H0 proceeds in a southwesterly direction for approximately 1,050 feet to an angle point. This segment of Link H0 crosses an existing transmission line. From this angle point, Link H0 proceeds in a southwesterly direction for approximately 5,230 feet to an angle point. This segment of Link H0 parallels an existing

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

transmission line. From this angle point, Link H0 proceeds in a southwesterly direction for approximately 1,770 feet to an angle point. From this angle point, Link H0 proceeds in a southerly direction for approximately 5,470 feet to the intersection of Links H0, H41, and H42, approximately 13,370 feet southeast of the terminus of Lampasas CR 352.

Link H1 (Figure 4)

From the intersection of Links G52, H1, and J10, approximately 5,640 feet south of the intersection of US 281 and CR 1002, Link H1 proceeds in a southwesterly direction for approximately 4,130 feet to a slight angle point. From this angle point, Link H1 proceeds in a southwesterly direction for approximately 7,840 feet to the intersection of Links H1, H2, and H41, approximately 13,360 feet southeast from the terminus of Lampasas CR 352.

Link H2 (Bi-directional) (Figure 4, Figure 5)

From the intersection of Links H1, H2, and H41, approximately 13,360 feet southeast from the terminus of Lampasas CR 352, Link H2 proceeds in a southwesterly direction for approximately 3,640 feet to a slight angle point. This segment of Link H2 parallels an existing transmission line. From this angle point, Link H2 proceeds in a southerly direction for approximately 1,550 feet to an angle point. From this angle point, Link H2 proceeds in a southwesterly direction for approximately 1,470 feet to a slight angle point. This segment of Link H2 crosses Pecan Spring Branch. From this angle point, Link H2 proceeds in a southwesterly direction for approximately 7,320 feet to the intersection of Links H2, H3, and H5, approximately 12,120 feet northeast from the intersection of CR 205 and US 281. This segment of Link H2 parallels an existing transmission line.

Link H3 (Figure 5)

From the intersection of Links H2, H3, and H5, approximately 12,120 feet northeast from the intersection of CR 205 and US 281, Link H3 proceeds in a southwesterly direction for approximately 22,730 feet to the intersection of Links G44, G6, H3, and I1 approximately 8,690 feet east of the intersection of US 281 and CR 109. Link H3 crosses South Mesquite Creek, CR 205, RM 2340, and the North Fork San Gabriel River.

Link H41 (Figure 4)

From the intersection of Links H1, H2, and H41, approximately 13,360 feet southeast from the terminus of Lampasas CR 352, Link H41 proceeds in a northwesterly direction for approximately 1,390 feet to the intersection of Links H0, H41, and H42, approximately 17,260 feet southwest from the intersection of CR 1002 and US 281. Link H41 crosses an existing transmission line and US 281 approximately 17,220 feet southwest of the intersection of US 281 and CR 1002, south of Lampasas, Texas.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link H42 (Figure 4; Figure 5)

From the intersection of Links H0, H41, and H42, approximately 13,370 feet southwest of the terminus of Lampasas CR 352, Link H42 proceeds in a southwesterly direction for approximately 6,510 feet to an angle point. This segment of Link H42 crosses Lampasas-Burnet Rd. From this angle point, Link H42 proceeds in a northwesterly direction for approximately 8,920 feet to an angle point. This segment of Link H42 crosses McNett Creek, East Fork Sulphur Creek, and an existing transmission line. From this angle point, Link H42 proceeds in a southwesterly direction for approximately 23,290 feet to the intersection of Links H42, J21, and I2, approximately 3,880 feet northwest of the intersection of Dobyville Cemetery Rd and CR 108. This segment of Link H42 crosses Pillar Bluff Creek, Pecan Spring Branch, and Dobyville Cemetery Rd.

Link H5 (Figure 5)

From the intersection of Links H2, H3, and H5, approximately 12,120 feet northeast from the intersection of CR 205 and US 281, Link H5 proceeds in a westerly direction for approximately 2,270 feet to a slight angle point. This segment of Link H5 crosses an existing transmission line. From this angle point, Link H5 proceeds in a northwesterly direction for approximately 7,610 feet to an angle point. This segment of Link H5 crosses US 281 approximately 9,580 feet northeast of the intersection of US 281 and Lampasas-Burnet Rd and crosses North Mesquite Creek. From this angle point, Link H5 proceeds in a northwesterly direction for approximately 4,520 feet to an angle point. From this angle point, Link H5 proceeds in a northwesterly direction for approximately 4,860 feet to an angle point. This segment of Link H5 crosses Lampasas-Burnet Rd and an existing transmission line. From this angle point, Link H5 proceeds in a southwesterly direction for approximately 11,420 feet to an angle point. This segment of Link H5 crosses Pillar Bluff Creek and Pecan Spring Branch. From this angle point, Link H5 proceeds in a southwesterly direction for approximately 9,430 feet to the intersection of Links H5, I1, I2, and J31, approximately 3,750 feet northwest of the intersection of CR 108 and Antler Ln. This segment of Link H5 crosses Dobyville Cemetery Rd.

Link I1 (Figure 5)

From the intersection of Links G44, G6, H3, and I1 approximately 8,690 feet east of the intersection of US 281 and CR 109, southwest of Lake Victor, Texas, Link I1 proceeds in a northwesterly direction for approximately 5,770 feet to an angle point. This segment of Link I1 crosses an existing transmission line. From this angle point, Link I1 proceeds in a northwesterly direction for approximately 1,600 feet to an angle point. This segment of Link I1 crosses RM 2340 and the North Fork San Gabriel River. From this angle point, Link I1 proceeds in a westerly direction for approximately 4,170 feet to a slight angle point. This segment of Link I1 crosses US 281 approximately 1,130 feet north of the intersection of US 281 and RM 2340. From this angle point, Link I1 proceeds in a southwesterly direction for approximately 3,130 feet to a slight angle point. From this angle point, Link I1 proceeds in a southwesterly direction for approximately 4,910 feet to an angle point. This segment of Link I1 crosses South Fork Morgan

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Creek and CR 108. From this angle point, Link I1 proceeds in a northwesterly direction for approximately 8,590 feet to a slight angle point. This segment of Link I1 crosses CR 108 twice. From this angle point, Link I1 proceeds in a northwesterly direction for approximately 13,970 feet to the intersection of Links H5, I1, I2, and J31, approximately 3,750 feet northwest of the intersection of CR 108 and Antler Ln. This segment of Link I1 crosses an existing transmission line and CR 108.

Link I2 (Figure 5)

From the intersection of Links H5, I1, I2, and J31, approximately 3,750 feet northwest of the intersection of CR 108 and Antler Ln, Link I2 proceeds in a northwesterly direction for approximately 13,020 feet to the intersection of Links H42, I2, and J21, approximately 3,880 feet northwest of the intersection of Dobyville Cemetery Rd and CR 108. Link I2 crosses CR 108.

Link J10 (Figure 4)

From the intersection of Links G52, H1, and J10, approximately 5,640 feet south of the intersection of US 281 and CR 1002, Link J10 proceeds in a northwesterly direction for approximately 2,050 feet to a slight angle point. This segment of Link J10 crosses US 281 approximately 5,290 feet south of the intersection of US 281 and CR 1002, south of Lampasas, Texas. From this angle point, Link J10 proceeds in a northwesterly direction for approximately 1,740 feet to the intersection of Links H0, J10, and J11, approximately 5,240 feet southwest from the intersection of US 281 and CR 1002.

Link J11 (Figure 4; Figure 7)

From the intersection of Links H0, J10, and J11, approximately 5,240 feet southwest from the intersection of US 281 and CR 1002, Link J11 proceeds in a northwesterly direction for approximately 5,550 feet to an angle point. This segment of Link J11 crosses an existing transmission line and Lampasas-Burnet Rd. From this angle point, Link J11 proceeds in a westerly direction for approximately 3,280 feet to an angle point. This segment of Link J11 crosses McNett Creek. From this angle point, Link J11 proceeds in a northwesterly direction for approximately 1,450 feet to an angle point. This segment of Link J11 crosses the Burnet/Lampasas county line, FM 1478, and Sulphur Creek. From this angle point, Link J11 proceeds in a southwesterly direction for approximately 12,730 feet to a slight angle point. This segment of Link J11 crosses an existing transmission line and Bean Creek. From this angle point, Link J11 proceeds in a southwesterly direction for approximately 3,110 feet to a slight angle point. From this angle point, Link J11 proceeds in a westerly direction for approximately 6,090 feet to an angle point. This segment of Link J11 crosses Espy Branch and CR 1154. From this angle point, Link J11 proceeds in a northwesterly direction for approximately 10,460 feet to a slight angle point. This segment of Link J11 crosses CR 1255. From this angle point, Link J11 proceeds in a northwesterly direction for approximately 1,570 feet to an angle point. From this

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

angle point, Link J11 proceeds in a westerly direction for approximately 12,960 feet to a slight angle point. From this angle point, Link J11 proceeds in a westerly direction for approximately 8,220 feet to a slight angle point. This segment of Link J11 crosses CR 1255. From this angle point, Link J11 proceeds in a westerly direction for approximately 4,990 feet to an angle point. This segment of Link J11 parallels CR 1287. From this angle point, Link J11 proceeds in a

northerly direction for approximately 1,250 feet to an angle point. This segment of Link J11 crosses CR 1287. From this angle point, Link J11 proceeds in a westerly direction for approximately 29,730 feet to a slight angle point. This segment of Link J11 crosses North Fork Yancey Creek. From this angle point, Link J11 proceeds in a northwesterly direction for approximately 1,400 feet to a slight angle point. This segment of Link J11 crosses the Lampasas/San Saba county line and the Colorado River. From this angle point, Link J11 proceeds in a southwesterly direction for approximately 1,530 feet to a slight angle point. From this angle point, Link J11 proceeds in a westerly direction for approximately 22,090 feet to an angle point. This segment of Link J11 crosses Tie Slide Creek, Colorado Park Rd, Cherokee Creek, and CR 432B. From this angle point, Link J11 proceeds in a northwesterly direction for approximately 1,230 feet to the intersection of Links J11, J12, and U4, approximately 2,590 feet southwest of the intersection of CR 434 and RM 501. This segment of Link J11 crosses RM 501.

Link J12 (Figure 7)

From the intersection of Links J11, J12, and U4, approximately 2,590 feet southwest of the intersection of CR 434 and RM 501, J12 proceeds in a westerly direction for approximately 2,920 feet to an angle point. From this angle point, Link J12 proceeds in a northwesterly direction for approximately 1,370 feet to an angle point. From this angle point, Link J12 proceeds in a westerly direction for approximately 8,410 feet to a slight angle point. This segment of Link J12 crosses Bee Cave Creek and CR 424. From this angle point, Link J12 proceeds in a westerly direction for approximately 8,100 feet to a slight angle point. This segment of Link J12 crosses CR 409. From this angle point, Link J12 proceeds in a westerly direction for approximately 21,330 feet to the intersection of Links J12, J13, and J14, approximately 1,230 feet west of the terminus of CR 407. This segment of Link J12 crosses Gregg Branch, Klondike Branch, and CR 407.

Link J13 (Figure 7)

From the intersection of Links J12, J13, and J14, approximately 1,230 feet west of the terminus of CR 407, Link J13 proceeds in a westerly direction for approximately 7,890 feet to an angle point. This segment of Link J13 crosses Buffalo Creek twice. From this angle point, Link J13 proceeds in a southwesterly direction for approximately 1,440 feet to an angle point. From this angle point, Link J13 proceeds in a southwesterly direction for approximately 4,030 feet to the intersection of Links J13, J4, and K11, approximately 14,080 feet west of the terminus of CR 407. This segment of Link J13 crosses SH 16 approximately 13,200 feet northwest of the intersection of CR 407 and CR 407A, north of Cherokee, Texas.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link J14 (Figure 7)

From the intersection of Links J12, J13, and J14, approximately 1,230 feet west of the terminus of CR 407, Link J14 proceeds in a northerly direction for approximately 10,540 feet to an angle point. From this angle point, Link J14 proceeds in a westerly direction for approximately 13,760 feet to the intersection of Links J14, J15, and U7, approximately 18,070 feet northwest of the terminus of CR 407. This segment of Link J14 crosses SH 16 approximately 20,810 feet southeast of the terminus of CR 315, north of Cherokee, Texas.

Link J15 (Figure 7)

From the intersection of Links J14, J15, and U7, approximately 18,070 feet northwest of the terminus of CR 407, Link J15 proceeds in a southwesterly direction for approximately 11,320 feet to the intersection of Links J15, J16, K7, and K8, approximately 14,870 feet southeast of the terminus of CR 315.

Link J16 (Figure 7)

From the intersection of Links J15, J16, K7, and K8, approximately 14,870 feet southeast of the terminus of CR 315, Link J16 proceeds in a northwesterly direction for approximately 11,110 feet to the intersection of Links J16, K12, and K13, approximately 9,840 feet south of the terminus of CR 315.

Link J21 (Figure 4; Figure 5)

From the intersection of Links H42, I2, J21, and K8, approximately 3,880 feet northwest of the intersection of Dobyville Cemetery Rd and CR 108, Link J21 proceeds in a northwesterly direction for approximately 12,890 feet to the intersection of Links J21, J22, and J26, approximately 8,160 feet southwest from the intersection of CR 104 and CR 105. Link J21 crosses FM 1478.

Link J22 (Figure 4; Figure 7)

From the intersection of Links J21, J22, and J26, approximately 8,160 feet southwest from the intersection of CR 104 and CR 105, Link J22 proceeds in a westerly direction for approximately 30,060 feet to an angle point. This segment of Link J22 crosses Greenwood Creek and Simpson Creek. From this angle point, Link J22 proceeds in a southwesterly direction for approximately 2,890 feet to an angle point. This segment of Link J22 crosses the Burnet/San Saba county line and the Colorado River. From this angle point, Link J22 proceeds in a westerly direction for approximately 9,030 feet to the intersection of Links J22, J23, and J7, approximately 14,420 feet northeast of the terminus of CR 453. This segment of link J22 crosses Jennings Creek.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link J23 (Figure 7)

From the intersection of Links J22, J23, and J7, approximately 14,420 feet northeast from the terminus of CR 453, Link J23 proceeds in a northerly direction for approximately 5,630 feet to the intersection of Links J23, J24, J26, and J27, approximately 19,720 feet northeast of the terminus of CR 453. This segment of Link J23 crosses Post Oak Creek.

Link J24 (Figure 7)

From the intersection of Links J23, J24, J26, and J27, approximately 19,720 feet northeast of the terminus of CR 453, Link J24 proceeds in a westerly direction for approximately 31,630 feet to an angle point. This segment of Link J24 crosses Long Waterhole Branch and CR 452. From this angle point, Link J24 proceeds in a southwesterly direction for approximately 1,570 feet to an angle point. This segment of Link J24 parallels RM 501. From this angle point, Link J24 proceeds in a northwesterly direction for approximately 1,560 feet to an angle point. This segment of Link J24 crosses RM 501. From this angle point, Link J24 proceeds in a westerly direction for approximately 8,930 feet to a slight angle point. This segment of Link J24 crosses Bee Branch. From this angle point, Link J24 proceeds in a southwesterly direction for approximately 4,370 feet to a slight angle point. This segment of Link J24 crosses Salt Branch. From this angle point, Link J24 proceeds in a northwesterly direction for approximately 3,030 feet to a slight angle point. From this angle point, Link J24 proceeds in a westerly direction for approximately 8,570 feet to the intersection of Links J24, J25, and J8, approximately 6,580 feet south of the intersection of CR 409 and CR 421.

Link J25 (Figure 7)

From the intersection of Links J24, J25, and J8, approximately 6,580 feet south of the intersection of CR 409 and CR 421, Link J25 proceeds in a westerly direction for approximately 1,390 feet to a slight angle point. From this angle point, Link J25 proceeds in a southwesterly direction for approximately 1,440 feet to a slight angle point. From this angle point, Link J25 proceeds in a westerly direction for approximately 5,830 feet to an angle point. This segment of Link J25 crosses CR 409 and Cherokee Creek. From this angle point, Link J25 proceeds in a northerly direction for approximately 8,130 feet to the intersection of Links J25, J27, and J4, approximately 6,770 feet southwest of the intersection of CR 407 and CR 407A. This segment of Link J25 crosses CR 407.

Link J26 (Figure 4; Figure 7)

From the intersection of Links J21, J22, and J26, approximately 8,160 feet southwest from the intersection of CR 104 and CR 105, Link J26 proceeds in a northwesterly direction for approximately 1,410 feet to an angle point. From this angle point, Link J26 proceeds in a northwesterly direction for approximately 3,010 feet to a slight angle point. From this angle point, Link J26 proceeds in a northwesterly direction for approximately 2,900 feet to a slight angle point. From this angle point, Link J26 proceeds in a westerly direction for approximately

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

14,960 feet to a slight angle point. This segment of Link J26 crosses Vann Branch. From this angle point, Link J26 proceeds in a westerly direction for approximately 5,670 feet to a slight angle point. This segment of Link J26 crosses Simpson Creek. From this angle point, Link J26 proceeds in a westerly direction for approximately 4,770 feet to an angle point. From this angle point, Link J26 proceeds in a southwesterly direction for approximately 2,870 feet to an angle point. This segment of Link J26 crosses the Colorado River and the Burnet/San Saba county line. From this angle point, Link J26 proceeds in a northwesterly direction for approximately 2,280 feet to an angle point. This segment of Link J26 crosses Post Oak Creek. From this angle point, Link J26 proceeds in a westerly direction for approximately 6,320 feet to the intersection of Links J23, J24, J26, and J27, approximately 19,720 feet northeast of the terminus of CR 453.

Link J27 (Figure 7)

From the intersection of Links J23, J24, J26, and J27, approximately 19,720 feet northeast of the terminus of CR 453, Link J27 proceeds in a northerly direction for approximately 4,420 feet to an angle point. This segment of Link J27 crosses Yates Branch. From this angle point, Link J27 proceeds in a northwesterly direction for approximately 5,650 feet to an angle point. From

this angle point, Link J27 proceeds in a westerly direction for approximately 12,910 feet to a slight angle point. This segment of Link J27 crosses Spicewood Creek and Gorman Creek. From this angle point, Link J27 proceeds in a northwesterly direction for approximately 2,980 feet to a slight angle point. From this angle point, Link J27 proceeds in a westerly direction for approximately 10,110 feet to a slight angle point. This segment of Link J27 crosses RM 501. From this angle point, Link J27 proceeds in a southwesterly direction for approximately 1,390 feet to an angle point. From this angle point, Link J27 proceeds in a westerly direction for approximately 5,650 feet to a slight angle point. This segment of Link J27 crosses Bee Branch. From this angle point, Link J27 proceeds in a northwesterly direction for approximately 2,830 feet to a slight angle point. This segment of Link J27 crosses Cherokee Creek. From this angle point, Link J27 proceeds in a westerly direction for approximately 16,040 feet to an angle point. This segment of Link J27 crosses Cherokee Creek. From this angle point, Link J27 proceeds in a northwesterly direction for approximately 4,290 feet to an angle point. This segment of Link J27 crosses CR 409. From this angle point, Link J27 proceeds in a westerly direction for approximately 6,590 feet to the intersection of Links J25, J27, and J4, approximately 6,770 feet southwest of the intersection of CR 407 and CR 407A. This segment of Link J27 crosses Cherokee Creek and CR 407.

Link J31 (Figure 5)

From the intersection of Links H5, I1, I2, and J31, approximately 3,750 feet northwest of the intersection of CR 108 and Antler Ln, Link J31 proceeds in a westerly direction for approximately 18,070 feet to a slight angle point. This segment of Link J31 crosses CR 108 and Deer Creek. From this angle point, Link J31 proceeds in a southwesterly direction for approximately 1,540 feet to a slight angle point. From this angle point, Link J31 proceeds in a southwesterly direction for approximately 8,510 feet to an angle point. From this angle point,

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link J31 proceeds in a southwesterly direction for approximately 2,270 feet to an angle point. From this angle point, Link J31 proceeds in a northwesterly direction for approximately 7,690 feet to an angle point. This segment of Link J31 crosses Deer Creek. From this angle point, Link J31 proceeds in a westerly direction for approximately 13,540 feet to the intersection of Links J31, J32, and J7, approximately 19,010 feet north of the terminus of CR 222. This segment of Link J31 crosses Sycamore Branch, the Colorado River, and the Burnet/San Saba county line.

Link J32 (Figure 5; Figure 7)

From the intersection of Links J31, J32, and J7, approximately 19,010 feet north of the terminus of CR 222, Link J32 proceeds in a southwesterly direction for approximately 19,500 feet to an angle point. This segment of Link J32 crosses Marley Creek. From this angle point, Link J32 proceeds in a westerly direction for approximately 28,660 feet to a slight angle point. From this angle point, Link J32 proceeds in a northwesterly direction for approximately 7,270 feet to an angle point. From this angle point, Link J32 proceeds in a westerly direction for approximately 4,490 feet to an angle point. This segment of Link J32 crosses CR 435. From this angle point, Link J32 proceeds in a northwesterly direction for approximately 2,330 feet to an angle point. From this angle point, Link J32 proceeds in a westerly direction for approximately 7,240 feet to the intersection of Links J32, J33, and J8, approximately 6,040 feet northeast of the intersection of SH 16 and CR 445. This segment of Link J32 crosses the Little Llano River.

Link J33 (Figure 7)

From the intersection of Links J32, J33, and J8, approximately 6,040 feet northeast of the intersection of SH 16 and CR 445, Link J33 proceeds in a westerly direction for approximately 5,810 feet to an angle point. From this angle point, Link J33 proceeds in a southwesterly direction for approximately 2,240 feet to an angle point. This segment of Link J33 crosses SH 16 approximately 620 feet northwest from the intersection of SH 16 and Apache Loop, south of Cherokee, Texas. From this angle point, Link J33 proceeds in a westerly direction for approximately 11,680 feet to an angle point. This segment of Link J33 parallels and crosses Apache Loop. From this angle point, Link J33 proceeds in a northwesterly direction for approximately 1,550 feet to an angle point. This segment of Link J33 crosses Valley Spring Rd. From this angle point, Link J33 proceeds in a westerly direction for approximately 2,870 feet to a slight angle point. This segment of Link J33 crosses Red Mountain Branch. From this angle point, Link J33 proceeds in a northwesterly direction for approximately 1,360 feet to a slight angle point. From this angle point, Link J33 proceeds in a westerly direction for approximately 1,520 feet to the intersection of Links J33, J6, and K41, approximately 4,830 feet northwest of the intersection of Valley Spring Rd and CR 335.

Link J4 (Figure 7)

From the intersection of Links J25, J27, and J4, approximately 6,770 feet southwest of the intersection of CR 407 and CR 407A, Link J4 proceeds in a westerly direction for approximately

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

4,650 feet to an angle point. From this angle point, Link J4 proceeds in a northwesterly direction for approximately 3,370 feet to a slight angle point. From this angle point, Link J4 proceeds in a northwesterly direction for approximately 1,850 feet to a slight angle point. From this angle point, Link J4 proceeds in a northwesterly direction for approximately 4,370 feet to a slight angle point. From this angle point, Link J4 proceeds in a northwesterly direction for approximately 1,470 feet to an angle point. This segment of Link J4 crosses Buffalo Creek. From this angle point, Link J4 proceeds in a northeasterly direction for approximately 2,020 feet to an angle point. From this angle point, Link J4 proceeds in a westerly direction for approximately 2,700 feet to the intersection of Links J13, J4, and K11, approximately 14,080 feet southwest of the terminus of CR 407. This segment of Link J4 crosses SH 16 approximately 12,930 feet northwest from the intersection of CR 407 and CR 407A.

Link J6 (Figure 7; Figure 9)

From the intersection of Links J33, J6, and K41, approximately 4,830 feet northwest of the intersection of Valley Spring Rd and CR 335, Link J6 proceeds in a northwesterly direction for approximately 17,710 feet to an angle point. This segment of Link J6 crosses Hickory Creek and Cherokee Creek. From this angle point, Link J6 proceeds in a northwesterly direction for approximately 6,440 feet to an angle point. This segment of Link J6 crosses CR 343 and parallels RM 501 for a portion of its length. From this angle point, Link J6 proceeds in a northwesterly direction for approximately 4,830 feet to an angle point. From this angle point, Link J6 proceeds in a southwesterly direction for approximately 2,890 feet to a slight angle point. This segment of Link J6 parallels RM 501. From this angle point, Link J6 proceeds in a southwesterly direction for approximately 2,880 feet to a slight angle point. This segment of Link J6 parallels RM 501 and crosses North Fork Cherokee Creek. From this angle point, Link J6 proceeds in a southwesterly direction for approximately 1,790 feet to an angle point. This segment of Link J6 parallels RM 501. From this angle point, Link J6 proceeds in a northwesterly direction for approximately 4,810 feet to a slight angle point. This segment of Link J6 crosses CR 347 and parallels RM 501. From this angle point, Link J6 proceeds in a northwesterly direction for 4,630 feet to a slight angle point. This segment of Link J6 crosses CR 310 and parallels RM 510. From this angle point, Link J6 proceeds in a northwesterly direction for approximately 1,430 feet to an angle point. From this angle point, Link J6 proceeds in a southwesterly direction for approximately 12,820 feet to an angle point. This segment of Link J6 crosses Cold Creek and parallels RM 501 for a portion of its length. From this angle point, Link J6 proceeds in a southwesterly direction for approximately 1,000 feet to a slight angle point. This segment of Link J6 parallels RM 501. From this angle point, Link J6 proceeds in a southwesterly direction for approximately 2,760 feet to an angle point. This segment of Link J6 crosses CR 353 and parallels RM 501. From this angle point, Link J6 proceeds in a northwesterly direction for approximately 6,150 feet to an angle point. This segment of Link J6 crosses CR 365 and East Deep Creek, and parallels RM 501. From this angle point, Link J6 proceeds in a southwesterly direction for approximately 4,880 feet to a slight angle point. This segment of Link J6 parallels RM 501. From this angle point, Link J6 proceeds in a southwesterly direction for approximately 1,350 feet to an angle point. From this angle point, Link J6 proceeds in a northwesterly direction for approximately 1,400 feet to an angle point. This segment of Link J6 crosses RM 501. From this angle point, Link J6 proceeds in a northwesterly direction for

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

approximately 10,680 feet to a slight angle point. This segment of Link J6 crosses West Deep Creek, CR 379, and parallels CR 373. From this angle point, Link J6 proceeds in a westerly direction for approximately 4,400 feet to a slight angle point. This segment of Link J6 crosses Hinton Creek and parallels CR 373. From this angle point, Link J6 proceeds in a northwesterly direction for approximately 1,330 feet to a slight angle point. This segment of Link J6 crosses CR 373. From this angle point, Link J6 proceeds in a westerly direction for approximately 10,060 feet to an angle point. This segment of Link J6 crosses CR 385. From this angle point, Link J6 proceeds in a northwesterly direction for approximately 9,920 feet to an angle point. This segment of Link J6 crosses Deer Creek, CR 364, and the San Saba/McCulloch county line. From this angle point, Link J6 proceeds in a westerly direction for approximately 1,330 feet to the intersection of Links J6, K61, and K62, approximately 6,740 feet northwest of the intersection of CR 364 and CR 373.

Link J7 (Figure 5; Figure 7)

From the intersection of Links J31, J32, and J7, approximately 19,010 feet north of the terminus of CR 222, Link J7 proceeds in a northwesterly direction for approximately 8,630 feet to an angle point. From this angle point, Link J7 proceeds in a northerly direction for approximately 9,360 feet to the intersection of Links J22, J23, and J7, approximately 14,420 feet northeast from the terminus of CR 453. This segment of Link J7 crosses Jennings Creek.

Link J8 (Bi-directional) (Figure 7)

From the intersection of Links J32, J33, and J8, approximately 6,040 feet northeast of the intersection of SH 16 and CR 445, Link J8 proceeds in a northerly direction for approximately 26,010 feet to the intersection of Links J24, J25, and J8, approximately 6,580 feet south of the intersection of CR 409 and CR 421. Link J8 crosses CR 437, Salt Branch, and RM 501.

Link K11 (Figure 7)

From the intersection of Links J13, J4, and K11, approximately 14,080 feet west of the terminus of CR 407, Link K11 proceeds in a northwesterly direction for approximately 3,950 feet to the intersection of Links K11, K12, and K7, approximately 17,450 feet west of the terminus of CR 407.

Link K12 (Figure 7)

From the intersection of Links K11, K12, and K7, approximately 17,450 feet west of the terminus of CR 407, Link K12 proceeds in a westerly direction for approximately 17,940 feet to an angle point. From this angle point, Link K12 proceeds in a northerly direction for approximately 4,360 feet to the intersection of Links J16, K12, and K13, approximately 9,840 feet south of the terminus of CR 315.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link K13 (Figure 7; Figure 9)

From the intersection of Links J16, K12, and K13, approximately 9,840 feet south of the terminus of CR 315, Link K13 proceeds in a westerly direction for approximately 27,630 feet to an angle point. This segment of Link K13 crosses Latham Creek, CR 310, and Wallace Creek. From this angle point, Link K13 proceeds in a northwesterly direction for approximately 3,180 feet to an angle point. This segment of Link K13 crosses CR 346. From this angle point, Link K13 proceeds in a southwesterly direction for approximately 3,140 feet to an angle point. This segment of Link K13 crosses Turkey Roost Creek. From this angle point, Link K13 proceeds in a westerly direction for approximately 26,020 feet to the intersection of Links K13 and K51, approximately 29,370 feet west of the intersection of Private Road 362 and CR 346. This segment of Link K13 crosses Bluff Creek and Deep Creek.

Link K41 (Figure 7; Figure 9)

From the intersection of Links J33, J6, and K41, approximately 4,830 feet northwest of the intersection of Valley Spring Rd and CR 335, Link K41 proceeds in a westerly direction for approximately 40,510 feet to an angle point. This segment of Link K41 crosses Hickory Creek, CR 343, and Cherokee Creek. From this angle point, Link K41 proceeds in a southerly direction for approximately 5,120 feet to an angle point. This segment of Link K41 crosses CR 357. From this angle point, Link K41 proceeds in a westerly direction for approximately 12,060 feet to a slight angle point. This segment of Link K41 crosses Cold Creek, CR 310, and CR 359. From this angle point, Link K41 proceeds in a southwesterly direction for approximately 1,340 feet to a slight angle point. From this angle point, Link K41 proceeds in a westerly direction for approximately 5,730 feet to an angle point. This segment of Link K41 crosses CR 600, Panther Creek, and CR 363. From this angle point, Link K41 proceeds in a southwesterly direction for approximately 1,450 feet to an angle point. From this angle point, Link K41 proceeds in a westerly direction for approximately 20,390 feet to an angle point. This segment of Link K41 crosses Field Creek and RM 501. From this angle point, Link K41 proceeds in a southwesterly direction for approximately 12,550 feet to an angle point. This segment of Link K41 crosses the San Saba/Mason county line, Black Branch, SH 71 approximately 3,000 feet northwest of the intersection of SH 71 and Fly Gap Rd, and North Fork San Fernando Creek. From this angle point, Link K41 proceeds in a westerly direction for approximately 14,910 feet to a slight angle point. This segment of Link K41 crosses Oak Grove Rd. From this angle point, Link K41 proceeds in a northwesterly direction for approximately 1,460 feet to the intersection of Links K41, K42, and K62, approximately 2,860 feet north of the intersection of Eastman Ln and Oak Grove Rd.

Link K42 (Figure 9)

From the intersection of Links K41, K42, and K62, approximately 2,860 feet north of the intersection of Eastman Ln and Oak Grove Rd, Link K42 proceeds in a westerly direction for approximately 11,360 feet to a slight angle point. This segment of Link K42 crosses Eastman Ln, RM 386, and Spy Rock Rd. From this angle point, Link K42 proceeds in a southwesterly

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

direction for approximately 11,230 feet to a slight angle point. This segment of Link K42 crosses Spy Rock Rd and Spice Creek. From this angle point, Link K42 proceeds in a westerly direction for approximately 18,330 feet to the intersection of Links K42, L1, and M31, approximately 6,760 feet southeast from the intersection of RM 1222 and Fred Dobbs Rd. This segment of Link K42 crosses Blackjack Rd, Sandy Creek, and Tiger Creek.

Link K51 (Figure 9)

From the intersection of Links K13 and K51, approximately 29,370 feet west of the intersection of Private Road 362 and CR 346, Link K51 proceeds in a westerly direction for approximately 6,700 feet to an angle point. This segment of Link K51 crosses Private Road 362. From this angle point, Link K51 proceeds in a northwesterly direction for approximately 2,360 feet to an angle point. This segment of Link K51 crosses the San Saba River. From this angle point, Link K51 proceeds in a southwesterly direction for approximately 9,450 feet to a slight angle point. From this angle point, Link K51 proceeds in a westerly direction for approximately 8,270 feet to an angle point. From this angle point, Link K51 proceeds in a southwesterly direction for approximately 4,780 feet to an angle point. This segment of Link K51 crosses the San Saba/McCulloch county line. From this angle point, Link K51 proceeds in a westerly direction for approximately 51,480 feet to a slight angle point. From this angle point, Link K51 proceeds in a northwesterly direction for approximately 2,720 feet to the intersection of Links K51, K52, and V7, approximately 8,850 feet southeast from the intersection of FM 2309 and SH 71.

Link K52 (Figure 9; Figure 11)

From the intersection of Links K51, K52, and V7, approximately 8,850 feet southeast from the intersection of FM 2309 and SH 71, Link K52 proceeds in a southwesterly direction for approximately 13,150 feet to the intersection of Links K52, L3, and M11, approximately 17,220 feet southeast from the intersection of US 87 and SH 71. Link K52 crosses SH 71 approximately 7,880 feet southeast from the intersection of SH 71 and FM 2309 and an existing transmission line, southeast of Brady, Texas.

Link K61 (Figure 9)

From the intersection of Links J6, K61, and K62, approximately 6,740 feet northwest of the intersection of CR 364 and CR 373, Link K61 proceeds in a northerly direction for approximately 2,770 feet to an angle point. From this angle point, Link K61 proceeds in a northwesterly direction for approximately 16,750 feet to an angle point. From this angle point, Link K61 proceeds in a westerly direction for approximately 28,470 feet to an angle point. This segment of Link K61 crosses Lost Creek, Tiger Creek, CR 212, and the San Saba River. From this angle point, Link K61 proceeds in a northwesterly direction for approximately 3,320 feet to an angle point. From this angle point, Link K61 proceeds in a southwesterly direction for approximately 2,950 feet to a slight angle point. This segment of Link K61 crosses SH 71 approximately 2,550 feet southeast from the intersection of SH 71 and CR 208. From this angle point, Link K61

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

proceeds in a southwesterly direction for approximately 6,550 feet to the intersection of Links K61, L1, and L2, approximately 8,400 feet northeast from the intersection of US 87 and FM 1955.

Link K62 (Bi-directional) (Figure 9)

From the intersection of Links K41, K42, and K62, approximately 2,860 feet north of the intersection of Eastman Ln and Oak Grove Rd, Link K62 proceeds in a northerly direction for approximately 16,210 feet to a slight angle point. This segment of Link K62 crosses SH 71 approximately 200 feet east of the intersection of SH 71 and Deer Creek Cemetery Rd, east of Fredonia, Texas, and crosses Lost Creek, Deer Creek Cemetery Rd, and the Mason/McCulloch county line. From this angle point, Link K62 proceeds in a northeasterly direction for approximately 2,920 feet to a slight angle point. From this slight angle point, Link K62 proceeds in a northerly direction for approximately 4,590 feet to the intersection of Links J6, K61, and K62, approximately 6,740 feet northwest of the intersection of CR 364 and CR 373.

Link K7 (Figure 7)

From the intersection of Links K11, K12, and K7, approximately 17,450 feet west of the terminus of CR 407, Link K7 proceeds in a northwesterly direction for approximately 7,940 feet to the intersection of Links J15, J16, K7, and K8, approximately 14,870 feet southeast of the terminus of CR 315.

Link K8 (Figure 6; Figure 7; Figure 8)

From the intersection of Links J15, J16, K7, and K8, approximately 14,870 feet southeast of the terminus of CR 315, Link K8 proceeds in a northwesterly direction for approximately 19,120 feet to a slight angle point. From this angle point, Link K8 proceeds in a northwesterly direction for approximately 5,110 feet to a slight angle point. This segment of Link K8 crosses Wallace Creek and CR 310. From this angle point, Link K8 proceeds in a northwesterly direction for approximately 18,760 feet to an angle point. This segment of Link K8 crosses CR 344. From this angle point, Link K8 proceeds in a northwesterly direction for approximately 5,580 feet to an angle point. This segment of Link K8 crosses CR 346. From this angle point, Link K8 proceeds in a northwesterly direction for approximately 5,200 feet to the intersection of Links K8, U9, and V2, approximately 1,180 feet south of the intersection of CR 346 and FM 2732.

Link L1 (Figure 9)

From the intersection of Links K42, L1, and M31, approximately 6,760 feet southeast from the intersection of RM 1222 and Fred Dobbs Rd, Link L1 proceeds in a northerly direction for approximately 8,530 feet to an angle point. This segment of Link L1 crosses Mud Creek twice. From this angle point, Link L1 proceeds in a northwesterly direction for approximately 3,270 feet

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

to an angle point. This segment of Link L1 crosses RM 1222. From this angle point, Link L1 proceeds in a northwesterly direction for approximately 4,350 feet to a slight angle point. This segment of Link L1 crosses the Mason/McCulloch county line. From this angle point, Link L1 proceeds in a northerly direction for approximately 4,350 feet to an angle point. From this angle point, Link L1 proceeds in a northwesterly direction for approximately 1,460 feet to an angle point. From this angle point, Link L1 proceeds in a northerly direction for approximately 16,400 feet to an angle point. From this angle point, Link L1 proceeds in a northwesterly direction for approximately 1,570 feet to the intersection of Links K61, L1, and L2, approximately 8,400 feet northeast from the intersection of US 87 and FM 1955. This segment of Link L1 crosses the San Saba River.

Link L2 (Figure 9)

From the intersection of Links K61, L1, and L2, approximately 8,400 feet northeast from the intersection of US 87 and FM 1955, Link L2 proceeds in a westerly direction for approximately 9,190 feet to the intersection of Links L2, L3, and M21, approximately 1,230 feet north of the intersection of CR 202 and US 87. Link L2 crosses Hudson Branch.

Link L3 (Figure 9; Figure 11)

From the intersection of Links L2, L3, and M21, approximately 1,230 feet north of the intersection of CR 202 and US 87, Link L3 proceeds in a northwesterly direction for approximately 18,550 feet to the intersection of Links K52, L3, and M11, approximately 17,220 feet southeast from the intersection of US 87 and SH 71. This segment of Link L3 crosses an existing transmission line and parallels US 87 for much of its length.

Link L4 (Figure 9)

From the intersection of Links L4, M31, and M32, approximately 2,900 feet southeast from the intersection of RM 1222 and US 87, Link L4 proceeds in a northwesterly direction for approximately 5,520 feet to an angle point. This segment of Link L4 crosses RM 1222 and Dry Prong Katemcy Creek twice and parallels an existing transmission line. From this angle point, Link L4 proceeds in a northwesterly direction for approximately 1,610 feet to an angle point. This segment of Link L4 crosses Dry Prong Katemcy Creek and parallels an existing transmission line. From this angle point, Link L4 proceeds in a northerly direction for approximately 2,000 feet to a slight angle point. This segment of Link L4 parallels an existing transmission line. From this angle point, Link L4 proceeds in a northwesterly direction for approximately 2,170 feet to a slight angle point. From this angle point, Link L4 proceeds in a northeasterly direction for approximately 7,970 feet to an angle point. This segment of Link L4 crosses Katemcy Rd and the Mason/McCulloch county line and parallels an existing transmission line. From this angle point, Link L4 proceeds in a northeasterly direction for approximately 4,480 feet to an angle point. From this angle point, Link L4 proceeds in a northwesterly direction for approximately 2,840 feet to an angle point. This segment of Link L4

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

crosses US 87 approximately 350 feet northeast of the intersection of US 87 and CR 206. From this angle point, Link L4 proceeds in a northwesterly direction for approximately 13,530 feet to the intersection of Links L4, M21, and M22, approximately 6,340 feet southwest from the intersection of CR 202 and US 87. This segment of Link L4 crosses the San Saba River and CR 202 and parallels an existing transmission line.

Link M11 (Figure 11)

From the intersection of Links K52, L3, and M11, approximately 17,220 feet southeast from the intersection of US 87 and SH 71, Link M11 proceeds in a southwesterly direction for approximately 4,530 feet to an angle point. This segment of Link M11 crosses US 87 approximately 17,460 feet southeast from the intersection of US 87 and SH 71, south of Brady, Texas. From this angle point, Link M11 proceeds in a northwesterly direction for approximately 6,960 feet to an angle point. This segment of Link M11 crosses Flat Branch. From this angle point, Link M11 proceeds in a southwesterly direction for approximately 9,270 feet, parallel to an existing transmission line, to an angle point. This segment of Link M11 crosses Staten Creek and the existing transmission line. From this angle point, Link M11 proceeds in a northwesterly direction for approximately 4,770 feet to the intersection of Links M11, M12, and M7, approximately 2,170 feet northeast from the intersection of US 190 and CR 102. This segment of Link M11 crosses US 190.

Link M12 (Figure 11)

From the intersection of Links M11, M12, and M7, approximately 2,170 feet northeast from the intersection of US 190 and CR 102, Link M12 proceeds in a northwesterly direction for approximately 3,250 feet to an angle point. From this angle point, Link M12 proceeds in a southwesterly direction for approximately 9,350 feet to a slight angle point. This segment of Link M12 crosses Post Oak Creek. From this angle point, Link M12 proceeds in a westerly direction for approximately 4,310 feet to a slight angle point. From this angle point, Link M12 proceeds in a northwesterly direction for approximately 5,080 feet to a slight angle point. From this angle point, Link M12 proceeds in a northwesterly direction for approximately 12,740 feet to an angle point. This segment of Link M12 crosses CR 112 and a lake. From this angle point, Link M12 proceeds in a southwesterly direction for approximately 4,210 feet to an angle point. From this angle point, Link M12 proceeds in a northwesterly direction for approximately 23,520 feet to a slight angle point. From this angle point, Link M12 proceeds in a westerly direction for approximately 8,180 feet to an angle point. From this angle point, Link M12 proceeds in a northwesterly direction for approximately 10,900 feet to the intersection of Links M12, M6, N2, and N3, approximately 27,970 feet southeast from the intersection of CR 3326 and CR 3477. This segment of Link M12 crosses Needle Creek and the McCulloch/Menard county line.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link M21 (Figure 9)

From the intersection of Links L2, L3, and M21, approximately 1,230 feet north of the intersection of CR 202 and US 87, Link M21 proceeds in a westerly direction for approximately 470 feet to an angle point. From this angle point, Link M21 proceeds in a southwesterly direction for approximately 6,190 feet to an angle point. This segment of Link M21 crosses US 87 approximately 1,280 feet northwest from the intersection of US 87 and CR 202 and crosses Flat Branch. From this angle point, Link M21 proceeds in a westerly direction for approximately 320 feet to the intersection of Links L4, M21, and M22, approximately 6,340 feet southwest from the intersection of CR 202 and US 87.

Link M22 (Figure 9; Figure 11)

From the intersection of Links L4, M21, and M22, approximately 6,340 feet southwest from the intersection of CR 202 and US 87, Link M22 proceeds in a southwesterly direction for approximately 6,310 feet to an angle point. This segment of Link M22 crosses an existing transmission line. From this angle point, Link M22 proceeds in a southwesterly direction for approximately 6,540 feet to an angle point. This segment of Link M22 crosses Staten Creek. From this angle point, Link M22 proceeds in a westerly direction for approximately 30,820 feet to a slight angle point. This segment of Link M22 crosses Rocky Creek three times, Rumsey Creek, and Camp Creek. From this angle point, Link M22 proceeds in a southwesterly direction for approximately 1,550 feet to an angle point. From this angle point, Link M22 proceeds in a northwesterly direction for approximately 4,110 feet to a slight angle point. From this angle point, Link M22 proceeds in a westerly direction for approximately 6,330 feet to an angle point. This segment of Link M22 crosses CR 104 and FM 1311. From this angle point, Link M22 proceeds in a northwesterly direction for approximately 5,280 feet to an angle point. This segment of Link M22 crosses Hog Creek. From this angle point, Link M22 proceeds in a southwesterly direction for approximately 6,240 feet to an angle point. From this angle point, Link M22 proceeds in a southwesterly direction for approximately 5,210 feet to an angle point. From this angle point, Link M22 proceeds in a westerly direction for approximately 25,780 feet to an angle point. This segment of Link M22 crosses Calf Creek three times. From this angle point, Link M22 proceeds in a southwesterly direction for approximately 6,220 feet to an angle point. This segment of Link M22 crosses the Menard/McCulloch county line. From this angle point, Link M22 proceeds in a northwesterly direction for approximately 3,160 feet to the intersection of Links M22, M23, and M7, approximately 32,140 feet northeast from the intersection of FM 2092 and Turkey Barn Ln. This segment of Link M22 crosses US 190.

Link M23 (Figure 11)

From the intersection of Links M22, M23, and M7, approximately 32,140 feet northeast from the intersection of FM 2092 and Turkey Barn Ln, Link M23 proceeds in a westerly direction for approximately 4,890 feet to the intersection of Links M23, M5, and M6, approximately 31,670 feet north of the intersection of FM 2092 and Turkey Barn Ln.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link M31 (Figure 9)

From the intersection of Links K42, L1, and M31, approximately 6,760 feet southeast from the intersection of RM 1222 and Fred Dobbs Rd, Link M31 proceeds in a westerly direction for approximately 3,160 feet to an angle point. This segment of Link M31 crosses Devils Spring. From this angle point, Link M31 proceeds in a southwesterly direction for approximately 2,850 feet to an angle point. This segment of Link M31 crosses Old Katemcy Mason Rd and Dry Fork Katemcy Creek. From this angle point, Link M31 proceeds in a westerly direction for approximately 8,580 feet to the intersection of Links L4, M31, and M32, approximately 2,900 feet southeast from the intersection of RM 1222 and US 87. This segment of Link M31 crosses Katemcy Creek.

Link M32 (Figure 9, Figure 11)

From the intersection of Links L4, M31, and M32, approximately 2,900 feet southeast from the intersection of RM 1222 and US 87, Link M32 proceeds in a westerly direction for approximately 5,150 feet to a slight angle point. This segment of Link M32 crosses an existing transmission line, Dry Prong Katemcy Creek, and US 87 approximately 1,240 feet south of the intersection of US 87 and RM 1222. From this angle point, Link M32 proceeds in a southwesterly direction for approximately 1,520 feet to an angle point. From this angle point, Link M32 proceeds in a westerly direction for approximately 4,210 feet to an angle point. From this angle point, Link M32 proceeds in a northerly direction for approximately 1,300 feet to an angle point. This segment of Link M32 crosses RM 1222. From this angle point, Link M32 proceeds in a westerly direction for approximately 49,770 feet to an angle point. This segment of Link M32 crosses Decker Creek, East Ranch Branch, West Ranch Branch, Spring Branch, and Ten Mile Creek. From this angle point, Link M32 proceeds in a northwesterly direction for approximately 8,420 feet to the intersection of Links M32, M33, and M8, approximately 13,270 feet north of the intersection of SH 29 and FM 1311. This segment of Link M32 crosses the Mason/Menard county line and FM 1311.

Link M33 (Figure 11)

From the intersection of Links M32, M33, and M8, approximately 13,270 feet north of the intersection of SH 29 and FM 1311, Link M33 proceeds in a westerly direction for approximately 4,480 feet to an angle point. From this angle point, Link M33 proceeds in a northwesterly direction for approximately 4,490 feet to an angle point. This segment of Link M33 crosses the San Saba River. From this angle point, Link M33 proceeds in a southwesterly direction for approximately 3,000 feet to an angle point. From this angle point, Link M33 proceeds in a westerly direction for approximately 34,320 feet to the intersection of Links M33, M4, and P41, approximately 5,180 feet north of the intersection of FM 2092 and Turkey Barn Ln. This segment of Link M33 crosses Taylor Branch and an existing transmission line.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link M4 (Figure 11)

From the intersection of Links M33, M4, and P41, approximately 5,180 feet north of the intersection of FM 2092 and Turkey Barn Ln, Link M4 proceeds in a northerly direction for approximately 26,500 feet to the intersection of Links M4, M5, and N4, approximately 31,670 feet north of the intersection of FM 2092 and Turkey Barn Ln. Link M4 crosses Taylor Branch, US 190 approximately 26,460 feet north of the intersection of FM 2092 and Turkey Barn Ln, and an existing transmission line. Link M4 also parallels an existing transmission line for much of its length.

Link M5 (Figure 11)

From the intersection of Links M23, M5, and M6, approximately 31,670 feet north of the intersection of FM 2092 and Turkey Barn Ln, Link M5 proceeds in a westerly direction for approximately 1,250 feet to the intersection of Links M4, M5, and N4, approximately 31,670 feet north of the intersection of FM 2092 and Turkey Barn Ln. Link M5 crosses an existing transmission line.

Link M6 (Figure 11)

From the intersection of Links M23, M5, and M6, approximately 31,670 feet north of the intersection of FM 2092 and Turkey Barn Ln, Link M6 proceeds in a northerly direction for approximately 28,030 feet to the intersection of Links M12, M6, N2, and N3, approximately 27,970 feet southeast from the intersection of CR 3326 and CR 3477. Link M6 crosses Calf Creek and Needle Creek and parallels an existing transmission line.

Link M7 (Figure 11)

From the intersection of Links M11, M12, and M7, approximately 2,170 feet northeast from the intersection of US 190 and CR 102, Link M7 proceeds in a southwesterly direction for approximately 2,700 feet to an angle point. This segment of Link M7 parallels US 190. From this angle point, Link M7 proceeds in a southwesterly direction for approximately 4,330 feet to an angle point. From this angle point, Link M7 proceeds in a southwesterly direction for approximately 8,390 feet to a slight angle point. This segment of Link M7 crosses Rumsey Creek and parallels an existing transmission line. From this angle point, Link M7 proceeds in a southwesterly direction for approximately 10,240 feet to an angle point. This segment of Link M7 parallels an existing transmission line. From this angle point, Link M7 proceeds in a northwesterly direction for approximately 3,920 feet to an angle point. This segment of Link M7 crosses CR 112 and parallels an existing transmission line. From this angle point, Link M7 proceeds in a southwesterly direction for approximately 4,400 feet to an angle point. From this angle point, Link M7 proceeds in a southwesterly direction for approximately 35,850 feet to a slight angle point. This segment of Link M7 crosses Hog Creek, parallels an existing transmission line. From this angle point, Link M7 proceeds in a southwesterly direction for approximately 6,470 feet to an angle point. From this angle point, Link M7 proceeds in a

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

westerly direction for approximately 4,720 feet to an angle point. This segment of Link M7 crosses the McCulloch/Menard county line and Calf Creek. From this angle point, Link M7 proceeds in a southerly direction for approximately 2,750 feet to the intersection of Links M22, M23, and M7, approximately 32,140 feet northeast from the intersection of FM 2092 and Turkey Barn Ln.

Link M8 (Figure 11)

From the intersection of Links M32, M33, and M8, approximately 13,270 feet north of the intersection of SH 29 and FM 1311, Link M8 proceeds in a southwesterly direction for approximately 1,930 feet to a slight angle point. This segment of Link M8 parallels FM 1311. From this angle point, Link M8 proceeds in a southerly direction for approximately 5,920 feet to an angle point. This segment of Link M8 parallels FM 1311. From this angle point, Link M8 proceeds in a westerly direction for approximately 13,860 feet to an angle point. This segment of Link M8 crosses Jacoby Ln, Fivemile Creek, and Pope Ln. From this angle point, Link M8 proceeds in a southerly direction for approximately 5,060 feet to an angle point. This segment of Link M8 crosses an existing transmission line. From this angle point, Link M8 proceeds in a westerly direction for approximately 4,520 feet to an angle point. From this angle point, Link M8 proceeds in a southwesterly direction for approximately 1,300 feet to an angle point. This segment of Link M8 crosses Hext Cemetery Ln. From this angle point, Link M8 proceeds in a westerly direction for approximately 3,840 feet to a slight angle point. This segment of Link M8 crosses Twomile Creek and parallels SH 29. From this angle point, Link M8 proceeds in a northwesterly direction for approximately 3,070 feet to a slight angle point. From this angle point, Link M8 proceeds in a southwesterly direction for approximately 2,780 feet to a slight angle point. From this angle point, Link M8 proceeds in a westerly direction for approximately 14,590 feet to an angle point. This segment of Link M8 crosses FM 2092, an existing transmission line, and parallels SH 29. From this angle point, Link M8 proceeds in a northwesterly direction for approximately 1,460 feet to an angle point. From this angle point, Link M8 proceeds in a southwesterly direction for approximately 1,400 feet to an angle point. From this angle point, Link M8 proceeds in a westerly direction for approximately 9,560 feet to an angle point. This segment of Link M8 crosses Elm Creek, Richardson Rd, and an existing transmission line, and parallels SH 29. From this angle point, Link M8 proceeds in a northwesterly direction for approximately 4,340 feet to an angle point. This segment of Link M8 crosses Menzie Creek and parallels an existing transmission line. From this angle point, Link M8 proceeds in a westerly direction for approximately 7,190 feet to the intersection of Links M8, P41, and P42, approximately 16,050 feet northwest from the intersection of Richardson Rd and SH 29.

Link N11 (Figure 11)

From the intersection of Links N11 and N2, approximately 20,670 feet southeast of the intersection of CR 3326 and CR 3477, Link N11 proceeds in a northerly direction for approximately 11,900 feet to the intersection of Links N11, N12, and V8, approximately 12,440

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

feet southeast of the intersection of CR 3326 and CR 3477. Link N11 crosses the Menard/Concho county line and parallels an existing transmission line.

Link N12 (Figure 11; Figure 12)

From the intersection of Links N11, N12, and V8, approximately 12,440 feet southeast of the intersection of CR 3326 and CR 3477, Link N12 proceeds in a westerly direction for approximately 27,650 feet to a slight angle point. This segment of Link N12 crosses Fountain Creek, Reubes Creek, CR 3477, and CR 3615. From this angle point, Link N12 proceeds in a southwesterly direction for approximately 10,470 feet to an angle point. From this angle point, Link N12 proceeds in a southwesterly direction for approximately 4,710 feet to an angle point. From this angle point, Link N12 proceeds in a westerly direction for approximately 33,530 feet to a slight angle point. This segment of Link N12 crosses South Brady Creek, an existing transmission line, and US 83 approximately 4,370 feet north of the intersection of US 83 and CR 2406. From this angle point, Link N12 proceeds in a northwesterly direction for approximately 1,620 feet to a slight angle point. From this angle point, Link N12 proceeds in a southwesterly direction for approximately 1,450 feet to a slight angle point. From this angle point, Link N12 proceeds in a westerly direction for approximately 7,500 feet to an angle point. This segment of Link N12 crosses Fitzgerald Creek and CR 2019. From this angle point, Link N12 proceeds in a northwesterly direction for approximately 1,520 feet to an angle point. From this angle point, Link N12 proceeds in a westerly direction for approximately 9,830 feet to a slight angle point. This segment of Link N12 crosses CR 2335. From this angle point, Link N12 proceeds in a southwesterly direction for approximately 7,880 feet to a slight angle point. This segment of Link N12 crosses Live Oak Creek. From this angle point, Link N12 proceeds in a northwesterly direction for approximately 15,020 feet to an angle point. From this angle point, Link N12 proceeds in a southwesterly direction for approximately 1,360 feet to an angle point. From this angle point, Link N12 proceeds in a westerly direction for approximately 18,760 feet to the intersection of Links N12, O1, and P1, approximately 13,860 feet northwest of the intersection of Treadwell Ln and Speck Ln. This segment of Link N12 crosses Brady Creek, Treadwell Ln, and an existing transmission line.

Link N2 (Figure 11)

From the intersection of Links M12, M6, N2, and N3, approximately 27,970 feet southeast from the intersection of CR 3326 and CR 3477, Link N2 proceeds in a northerly direction for approximately 8,300 feet to the intersection of Links N11 and N2, approximately 20,670 feet southeast of the intersection of CR 3326 and CR 3477. Link N2 parallels an existing transmission line.

Link N3 (Figure 11; Figure 12)

From the intersection of Links M12, M6, N2, and N3, approximately 27,970 feet southeast from the intersection of CR 3326 and CR 3477, Link N3 proceeds in a westerly direction for

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

approximately 14,750 feet to an angle point. This segment of Link N3 crosses an existing transmission line and Callan Ln. From this angle point, Link N3 proceeds in a southwesterly direction for approximately 2,990 feet to an angle point. This segment of Link N3 crosses Callan Ln. From this angle point, Link N3 proceeds in a northwesterly direction for approximately 4,070 feet to an angle point. This segment of Link N3 crosses Callan Ln. From this angle point, Link N3 proceeds in a westerly direction for approximately 4,270 feet to an angle point. From this angle point, Link N3 proceeds in a southwesterly direction for approximately 4,260 feet to an angle point. From this angle point, Link N3 proceeds in a westerly direction for approximately 29,120 feet to an angle point. This segment of Link N3 crosses an existing transmission line and US 83 approximately 15,160 feet south of the intersection of US 83 and CR 2406. From this angle point, Link N3 proceeds in a northwesterly direction for approximately 3,160 feet to a slight angle point. This segment of Link N3 crosses South Brady Creek. From this angle point, Link N3 proceeds in a westerly direction for approximately 6,980 feet to an angle point. From this angle point, Link N3 proceeds in a northwesterly direction for approximately 3,170 feet to a slight angle point. From this angle point, Link N3 proceeds in a westerly direction for approximately 3,130 feet to a slight angle point. From this angle point, Link N3 proceeds in a westerly direction for approximately 6,290 feet to a slight angle point. This segment of Link N3 crosses Celery Creek twice. From this angle point, Link N3 proceeds in a westerly direction for approximately 9,390 feet to an angle point. From this angle point, Link N3 proceeds in a southwesterly direction for approximately 1,550 feet to an angle point. From this angle point, Link N3 proceeds in a westerly direction for approximately 7,080 feet to an angle point. This segment of Link N3 crosses Fitzgerald Creek. From this angle point, Link N3 proceeds in a southwesterly direction for approximately 10,860 feet to the intersection of Links N3, O1, O3, and P2, approximately 9,930 feet northwest of the intersection of Wilhelm Ln and FM 3463.

Link N4 (Figure 11; Figure 12)

From the intersection of Links M4, M5, and N4, approximately 31,670 feet north of the intersection of FM 2092 and Turkey Barn Ln, Link N4 proceeds in a westerly direction for approximately 34,900 feet to an angle point. This segment of Link N4 crosses East Scalp Creek and West Scalp Creek. From this angle point, Link N4 proceeds in a northwesterly direction for approximately 1,520 feet to an angle point. This segment of Link N4 crosses Callan Ln. From this angle point, Link N4 proceeds in a westerly direction for approximately 12,770 feet to an angle point. From this angle point, Link N4 proceeds in a southwesterly direction for approximately 1,220 feet to an angle point. This segment of Link N4 crosses an existing transmission line and US 83 approximately 11,170 feet southeast from the intersection of US 83 and FM 3463, north of Menard, Texas. From this angle point, Link N4 proceeds in a westerly direction for approximately 3,180 feet to a slight angle point. From this angle point, Link N4 proceeds in a northwesterly direction for approximately 1,680 feet to a slight angle point. From this angle point, Link N4 proceeds in a westerly direction for approximately 13,710 feet to a slight angle point. This segment of Link N4 crosses Celery Creek. From this angle point, Link N4 proceeds in a southwesterly direction for approximately 15,460 feet to the intersection of Links N4, O3, and P3, approximately 17,330 feet northeast from the intersection of Waddell Rd and Silver Mine Rd. This segment of Link N4 crosses Silver Mine Creek and an existing transmission line.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link O1 (Figure 12)

From the intersection of Links N3, O1, O3, and P2, approximately 9,930 feet northwest of the intersection of Wilhelm Ln and FM 3463, Link O1 proceeds in a northwesterly direction for approximately 33,070 feet to an angle point. This segment of Link O1 crosses Wilhelm Ln, North Fork Dry Creek, the Menard/Concho county line, and parallels an existing transmission line. From this angle point, Link O1 proceeds in a northwesterly direction for approximately 2,770 feet to an angle point. From this angle point, Link O1 proceeds in a northwesterly direction for approximately 3,080 feet to an angle point. This segment of Link O1 crosses Treadwell Ln. From this angle point, Link O1 proceeds in a northwesterly direction for approximately 5,840 feet to the intersection of Links N12, O1, and P1, approximately 13,860 feet northwest of the intersection of Treadwell Ln and Speck Ln. This segment of Link O1 parallels an existing transmission line.

Link O3 (Figure 12)

From the intersection of Links N4, O3, and P3, approximately 17,330 feet northeast from the intersection of Waddell Rd and Silver Mine Rd, Link O3 proceeds in a northwesterly direction for approximately 6,610 feet to an angle point. This segment of Link O3 parallels an existing transmission line. From this angle point, Link O3 proceeds in a northwesterly direction for approximately 7,760 feet to a slight angle point. This segment of Link O3 parallels an existing transmission line. From this angle point, Link O3 proceeds in a northwesterly direction for approximately 5,870 feet to a slight angle point. This segment of Link O3 parallels an existing transmission line. From this angle point, Link O3 proceeds in a northwesterly direction for approximately 5,190 feet to a slight angle point. This segment of Link O3 crosses Wilhelm Ln and parallels an existing transmission line. From this angle point, Link O3 proceeds in a northwesterly direction for approximately 2,950 feet to the intersection of Links N3, O1, O3, and P2, approximately 9,930 feet northwest of the intersection of Wilhelm Ln and FM 3463. This segment of Link O3 parallels an existing transmission line.

Link P1 (Figure 12; Figure 13)

From the intersection of Links N12, O1, and P1, approximately 13,860 feet northwest of the intersection of Treadwell Ln and Speck Ln, Link P1 proceeds in a northwesterly direction for approximately 1,690 feet to an angle point. This segment of Link P1 parallels an existing transmission line. From this angle point, Link P1 proceeds in a westerly direction for approximately 50,160 feet to an angle point. This segment of Link P1 crosses the Concho/Tom Green county line, Kickapoo Creek, and Susan Peak Rd. From this angle point, Link P1 proceeds in a southwesterly direction for approximately 6,400 feet to an angle point. From this angle point, Link P1 proceeds in a westerly direction for approximately 38,550 feet to an angle point. This segment of Link P1 crosses Pecan Creek. From this angle point, Link P1 proceeds in a southwesterly direction for approximately 32,630 feet to an angle point. This segment of Link P1 crosses Toe Nail Trail, Dry Creek, and the Tom Green/Schleicher county line. From this angle point, Link P1 proceeds in a westerly direction for approximately 9,040 feet to an angle

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

point. From this angle point, Link P1 proceeds in a northwesterly direction for approximately 3,220 feet to an angle point. This segment of Link P1 crosses the South Concho River, an existing transmission line, and US 277 approximately 700 feet northeast of the intersection of US 277 and CR 316. From this angle point, Link P1 proceeds in a southwesterly direction for approximately 3,940 feet to the intersection of Links P1, R1, and T1, approximately 3,330 feet northeast from the intersection of CR 431 and US 277.

Link P2 (Figure 12)

From the intersection of Links N3, O1, O3, and P2, approximately 9,930 feet northwest of the intersection of Wilhelm Ln and FM 3463, Link P2 proceeds in a westerly direction for approximately 33,930 feet to the intersection of Links P2, Q1, and R1, approximately 190 feet southwest from the intersection of Treadwell Ln and Rocking Chair Ln. Link P2 crosses Wilhelm Ln, North Fork Dry Creek, Dry Creek, and Treadwell Ln.

Link P3 (Figure 12)

From the intersection of Links N4, O3, and P3, approximately 17,330 feet northeast from the intersection of Waddell Rd and Silver Mine Rd, Link P3 proceeds in a southwesterly direction for approximately 6,330 feet to an angle point. From this angle point, Link P3 proceeds in a westerly direction for approximately 6,750 feet to an angle point. From this angle point, Link P3 proceeds in a northwesterly direction for approximately 1,510 feet to an angle point. From this angle point, Link P3 proceeds in a southwesterly direction for approximately 1,550 feet to an angle point. From this angle point, Link P3 proceeds in a westerly direction for approximately 16,290 feet to an angle point. This segment of Link P3 crosses North Fork Dry Creek, Waddell Rd, and Dry Creek. From this angle point, Link P3 proceeds in a northwesterly direction for approximately 1,940 feet to the angle point. From this angle point, Link P3 proceeds in a westerly direction for approximately 5,610 feet to an angle point. From this angle point, Link P3 proceeds in a northwesterly direction for approximately 4,520 feet to an angle point. From this angle point, Link P3 proceeds in a westerly direction for approximately 9,610 feet to the intersection of Links P3, Q1, and Q2, approximately 10,820 feet east of the intersection of Treadwell Ln and FM 2873.

Link P41 (Figure 11)

From the intersection of Links M33, M4, and P41, approximately 5,180 feet north of the intersection of FM 2092 and Turkey Barn Ln, Link P41 proceeds in a westerly direction for approximately 13,160 feet to an angle point. From this angle point, Link P41 proceeds in a southwesterly direction for approximately 5,800 feet to a slight angle point. This segment of Link P41 crosses FM 2092 and an existing transmission line. From this angle point, Link P41 proceeds in a southwesterly direction for approximately 8,700 feet to the intersection of Links M8, P41, and P42, approximately 16,050 feet northwest from the intersection of Richardson Rd

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

and SH 29. This segment of Link P41 crosses the San Saba River and an existing transmission line.

Link P42 (Figure 11; Figure 12)

From the intersection of Links M8, P41, and P42, approximately 16,050 feet northwest from the intersection of Richardson Rd and SH 29, Link P42 proceeds in a westerly direction for approximately 14,470 feet to an angle point. From this angle point, Link P42 proceeds in a southwesterly direction for approximately 1,300 feet to an angle point. This segment of Link P42 crosses SH 29 approximately 3,400 feet southeast of the intersection of SH 29 and US 83, southeast of Menard, Texas. From this angle point, Link P42 proceeds in a westerly direction for approximately 23,560 feet to an angle point. This segment of Link P42 crosses US 83 approximately 2,880 feet south of the intersection of US 83 and SH 29, and crosses an existing transmission line, RM 2291, and Las Moras Creek. From this angle point, Link P42 proceeds in a southwesterly direction for approximately 3,160 feet to an angle point. From this angle point, Link P42 proceeds in a westerly direction for approximately 38,460 feet to an angle point. This segment of Link P42 crosses Bois D’Arc Creek, Fields Creek, and Bois D’Arc Rd. From this angle point, Link P42 proceeds in a northwesterly direction for approximately 6,490 feet to an angle point. This segment of Link P42 crosses the San Saba River and US 190 approximately 14,240 feet northeast from the intersection of US 190 and Dunagan Rd. From this angle point, Link P42 proceeds in a northwesterly direction for approximately 4,570 feet to a slight angle point. From this angle point, Link P42 proceeds in a northwesterly direction for approximately 3,880 feet to a slight angle point. From this angle point, Link P42 proceeds in a northwesterly direction for approximately 19,010 feet to an angle point. From this angle point, Link P42 proceeds in a northerly direction for approximately 21,610 feet to the intersection of Links P42, Q2, and R2, approximately 17,140 feet southeast from the intersection of Treadwell Ln and FM 2873. This segment of Link P42 crosses Rocky Creek.

Link Q1 (Figure 12)

From the intersection of Links P3, Q1, and Q2, approximately 10,820 feet east of the intersection of Treadwell Ln and FM 2873, Link Q1 proceeds in a westerly direction for approximately 5,870 feet to an angle point. From this angle point, Link Q1 proceeds in a northerly direction for approximately 10,870 feet to a slight angle point. This segment of Link Q1 crosses and parallels Treadwell Ln. From this angle point, Link Q1 proceeds in a northeasterly direction for approximately 1,580 feet to a slight angle point. This segment of Link Q1 parallels Treadwell Ln. From this angle point, Link Q1 proceeds in a northerly direction for approximately 2,980 feet to the intersection of Links P2, Q1, and R1, approximately 190 feet southwest from the intersection of Treadwell Ln and Rocking Chair Ln. This segment of Link Q1 parallels Treadwell Ln.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link Q2 (Bi-directional) (Figure 12)

From the intersection of Links P42, Q2, and R2, approximately 17,140 feet southeast from the intersection of Treadwell Ln and FM 2873, Link Q2 proceeds in a northerly direction for approximately 13,370 feet to the intersection of Links P3, Q1, and Q2, approximately 10,820 feet east of the intersection of Treadwell Ln and FM 2873.

Link R1 (Figure 12; Figure 13)

From the intersection of Links P2, Q1, and R1, approximately 190 feet southwest from the intersection of Treadwell Ln and Rocking Chair Ln, Link R1 proceeds in a westerly direction for approximately 5,680 feet to a slight angle point. This segment of Link R1 parallels Rocking Chair Ln. From this angle point, Link R1 proceeds in a southwesterly direction for approximately 4,330 feet to an angle point. From this angle point, Link R1 proceeds in a northwesterly direction for approximately 4,310 feet to a slight angle point. This segment of Link R1 crosses the Menard/Schleicher county line. From this angle point, Link R1 proceeds in a westerly direction for approximately 8,020 feet to an angle point. From this angle point, Link R1 proceeds in a northerly direction for approximately 1,940 feet to an angle point. From this angle point, Link R1 proceeds in a northwesterly direction for approximately 4,750 feet to a slight angle point. From this angle point, Link R1 proceeds in a westerly direction for approximately 48,520 feet to an angle point. This segment of Link R1 crosses Rocky Creek, Rudd Rd, and Toe Nail Trail. From this angle point, Link R1 proceeds in a northwesterly direction for approximately 1,460 feet to an angle point. From this angle point, Link R1 proceeds in a westerly direction for approximately 7,500 feet to an angle point. From this angle point, Link R1 proceeds in a southwesterly direction for approximately 1,500 feet to an angle point. From this angle point, Link R1 proceeds in a westerly direction for approximately 2,820 feet to a slight angle point. From this angle point, Link R1 proceeds in a southwesterly direction for approximately 1,540 feet to a slight angle point. From this angle point, Link R1 proceeds in a westerly direction for approximately 1,550 feet to a slight angle point. From this angle point, Link R1 proceeds in a northwesterly direction for approximately 1,510 feet to a slight angle point. From this angle point, Link R1 proceeds in a westerly direction for approximately 23,480 feet to a slight angle point. This segment of Link R1 crosses Harkey Ln. From this angle point, Link R1 proceeds in a southwesterly direction for approximately 3,130 feet to an angle point. From this angle point, Link R1 proceeds in a northwesterly direction for approximately 2,910 feet to an angle point. From this angle point, Link R1 proceeds in a westerly direction for approximately 5,730 feet to an angle point. From this angle point, Link R1 proceeds in a northerly direction for approximately 2,050 feet to an angle point. From this angle point, Link R1 proceeds in a westerly direction for approximately 7,860 feet to an angle point. This segment of Link R1 crosses the South Concho River, CR 316, and an existing transmission line. From this angle point, Link R1 proceeds in a northwesterly direction for approximately 1,110 feet to the intersection of Links P1, R1, and T1, approximately 3,330 feet northeast from the intersection of CR 431 and US 277. This segment of Link R1 crosses US 277 approximately 3,420 feet southwest from the intersection of US 277 and CR 316.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link R2 (Figure 12; Figure 13)

From the intersection of Links P42, Q2, and R2, approximately 17,140 feet southeast from the intersection of Treadwell Ln and FM 2873, Link R2 proceeds in a westerly direction for approximately 22,500 feet to a slight angle point. This segment of Link R2 crosses FM 2873, the Menard/Schleicher county line, and Rocky Creek. From this angle point, Link R2 proceeds in a southwesterly direction for approximately 1,610 feet to an angle point. From this angle point, Link R2 proceeds in a westerly direction for approximately 65,640 feet to a slight angle point. This segment of Link R2 crosses Rudd Rd and Toe Nail Trail. From this angle point, Link R2 proceeds in a northwesterly direction for approximately 1,560 feet to an angle point. From this angle point, Link R2 proceeds in a southwesterly direction for approximately 1,400 feet to an angle point. From this angle point, Link R2 proceeds in a westerly direction for approximately 30,960 feet to an angle point. This segment of Link R2 crosses CR 316. From this angle point, Link R2 proceeds in a northwesterly direction for approximately 1,130 feet to a slight angle point. This segment of Link R2 parallels an existing transmission line. From this angle point, Link R2 proceeds in a northwesterly direction for approximately 23,320 feet to an angle point. This segment of Link R2 parallels an existing transmission line. From this angle point, Link R2 proceeds in a northwesterly direction for approximately 6,580 feet to an angle point. This segment of Link R2 crosses CR 312 and parallels an existing transmission line. From this angle point, Link R2 proceeds in an easterly direction for approximately 5,120 feet to the intersection of Links R2 and S, approximately 5,600 feet southeast of the intersection of CR 316 and US 277. This segment of Link R2 crosses the South Concho River and parallels an existing transmission line.

Link S (Figure 13)

From the intersection of Links R2 and S, approximately 5,600 feet southeast of the intersection of CR 316 and US 277, Link S proceeds in a northwesterly direction for approximately 3,660 feet to an angle point. This segment of Link S crosses an existing transmission line and parallels an existing transmission line. From this angle point, Link S proceeds in a northwesterly direction for approximately 1,190 feet to the intersection of Links S, T1, and T2, approximately 2,540 feet northeast of the intersection of CR 431 and US 277. This segment of Link S crosses US 277 approximately 2,510 feet northeast of the intersection of US 277 and CR 431.

Link T1 (Figure 13)

From the intersection of Links P1, R1, and T1, approximately 3,330 feet northeast from the intersection of CR 431 and US 277, Link T1 proceeds in a southwesterly direction for approximately 780 feet to the intersection of Links S, T1, and T2, approximately 2,540 feet northeast of the intersection of CR 431 and US 277.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link T2 (Figure 13)

From the intersection of Links S, T1, and T2, approximately 2,540 feet northeast of the intersection of CR 431 and US 277, Link T2 proceeds in a southwesterly direction for approximately 2,440 feet to an angle point. From this angle point, Link T2 proceeds westerly direction for approximately 2,370 feet to an angle point. This segment of Link T2 crosses an existing transmission line and parallels a separate existing transmission line. From this angle point, Link T2 proceeds in a northwesterly direction for approximately 3,610 feet to the intersection of Links T2 and Z2, approximately 5,860 feet northwest of the intersection of CR 431 and US 277.

Link U1 (Figure 4)

From the intersection of Links G51, G52, and U1, approximately 8,500 feet southeast of the intersection of CR 228 and US 183, Link U1 proceeds in a northwesterly direction for approximately 10,760 feet to an angle point. This segment of Link U1 crosses Mesquite Creek, CR 228, and the Burnet/Lampasas county line. From this angle point, Link U1 proceeds in a northerly direction for approximately 10,050 feet to an angle point. This segment of Link U1 crosses US 190 approximately 2,950 feet west of the intersection of US 190 and CR 4264, east of Lampasas, Texas, and crosses Sulphur Creek. From this angle point, Link U1 proceeds in a northwesterly direction for approximately 10,700 feet to an angle point. This segment of Link U1 crosses the BNSF Railway, CR 3010, two existing transmission lines, and FM 1715. From this angle point, Link U1 proceeds in a southwesterly direction for approximately 2,970 feet to an angle point. This segment of Link U1 crosses Denson Branch and parallels FM 1715. From this angle point, Link U1 proceeds in a northwesterly direction for approximately 15,060 feet to an angle point. This segment of Link U1 crosses FM 580, Pecan Branch, CR 3430, and CR 3420. From this angle point, Link U1 proceeds in a northerly direction for approximately 8,270 feet to an angle point. This segment of Link U1 crosses Little Lucy Creek and parallels two existing transmission lines. From this angle point, Link U1 proceeds in a northwesterly direction for approximately 6,000 feet to a slight angle point. This segment of Link U1 crosses an existing transmission line and US 281 approximately 820 feet north of the intersection of US 281 and CR 3421, north of Lampasas, Texas, and parallels an existing transmission line. From this angle point, Link U1 proceeds in a northwesterly direction for approximately 7,420 feet to an angle point. This segment of Link U1 crosses CR 2207 and an existing transmission line. From this angle point, Link U1 proceeds in a southwesterly direction for approximately 4,870 feet to an angle point. From this angle point, Link U1 proceeds in a northwesterly direction for approximately 14,650 feet to an angle point. This segment of Link U1 crosses CR 2200. From this angle point, Link U1 proceeds in a northwesterly direction for approximately 3,600 feet to the intersection of Links U1, U2, and U3, approximately 1,230 feet northeast of the intersection of CR 2001 and CR 2023. This segment of Link U1 parallels an existing transmission line.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link U2 (Figure 4; Figure 6)

From the intersection of Links U1, U2, and U3, approximately 1,230 feet northeast of the intersection of CR 2001 and CR 2023, Link U2 proceeds in a southwesterly direction for approximately 2,260 feet to a slight angle point. This segment of Link U2 crosses an existing transmission line and CR 2001. From this angle point, Link U2 proceeds in a southwesterly direction for approximately 6,610 feet to an angle point. From this angle point, Link U2 proceeds in a northwesterly direction for approximately 4,390 feet to an angle point. From this angle point, Link U2 proceeds in a southwesterly direction for approximately 5,120 feet to an angle point. This segment of Link U2 crosses the BNSF Railway and US 183 approximately 4,340 feet northwest of the intersection of US 183 and CR 1301. From this angle point, Link U2 proceeds in a southwesterly direction for approximately 4,150 feet to an angle point. From this angle point, Link U2 proceeds in a westerly direction for approximately 12,210 feet to a slight angle point. This segment of Link U2 crosses Donalson Creek, Browns Creek, and CR 1403. From this angle point, Link U2 proceeds in a southwesterly direction for approximately 5,880 feet to a slight angle point. This segment of Link U2 crosses North Fork Lynch Creek. From this angle point, Link U2 proceeds in a westerly direction for approximately 29,060 feet to a slight angle point. This segment of Link U2 crosses McAnelley Creek and FM 581. From this angle point, Link U2 proceeds in a southwesterly direction for approximately 1,390 feet to a slight angle point. From this angle point, Link U2 proceeds in a westerly direction for approximately 9,760 feet to an angle point. This segment of Link U2 crosses the Colorado River and the Lampasas/San Saba county line. From this angle point, Link U2 proceeds in a southwesterly direction for approximately 3,020 feet to an angle point. From this angle point, Link U2 proceeds in a westerly direction for approximately 6,390 feet to the intersection of Links U2, U4, and U5, approximately 3,750 feet southeast of the intersection of CR 419 and CR 416. This segment of Link U2 crosses CR 416.

Link U3 (Figure 4; Figure 6)

From the intersection of Links U1, U2, and U3, approximately 1,230 feet northeast of the intersection of CR 2001 and CR 2023, Link U3 proceeds in a northwesterly direction for approximately 10,460 feet to an angle point. This segment of Link U3 crosses Lucy Creek, CR 2033, and parallels an existing transmission line. From this angle point, Link U3 proceeds in a northwesterly direction for approximately 21,290 feet to an angle point. This segment of Link U3 crosses CR 2001, CR 2060, School Creek, and parallels an existing transmission line. From this angle point, Link U3 proceeds in a southwesterly direction for approximately 6,620 feet to an angle point. This segment of Link U3 crosses an existing transmission line, the BNSF Railway, and US 183 approximately 1,360 feet southeast form the intersection of US 183 and FM 3415, south of Lometa, Texas. From this angle point, Link U3 proceeds in a westerly direction for approximately 7,530 feet to an angle point. This segment of Link U3 crosses FM 3415 and CR 1436. From this angle point, Link U3 proceeds in a northerly direction for approximately 4,420 feet to an angle point. This segment of Link U3 crosses Kirby Creek and parallels CR 1436. From this angle point, Link U3 proceeds in a westerly direction for approximately 2,810 feet to a slight angle point. From this angle point, Link U3 proceeds in a southwesterly direction for approximately 50,910 feet to a slight angle point. This segment of Link U3 crosses CR 1508,

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Salt Creek, FM 581, Cottonwood Branch, Antelope Creek, the Colorado River, and the Lampasas/San Saba county line, and parallels an existing transmission line. From this angle point, Link U3 proceeds in a southwesterly direction for approximately 2,920 feet to an angle point. This segment of Link U3 crosses CR 410. From this angle point, Link U3 proceeds in a westerly direction for approximately 3,030 feet to an angle point. From this angle point, Link U3 proceeds in a southwesterly direction for approximately 8,410 feet to the intersection of Links U3, U5, and U6, approximately 11,080 feet east of the intersection of FM 580 and US 190. This segment of Link U3 crosses Traywick Branch and Browns Creek and parallels an existing transmission line.

Link U4 (Bi-directional) (Figure 6; Figure 7)

From the intersection of Links J11, J12, and U4, approximately 2,590 feet southwest of the intersection of CR 434 and RM 501, Link U4 proceeds in a northeasterly direction for approximately 1,360 feet to an angle point. From this angle point, Link U4 proceeds in a northerly direction for approximately 20,520 feet to an angle point. This segment of Link U4 crosses CR 434, Bee Cave Creek, and CR 428. From this angle point, Link U4 proceeds in a northeasterly direction for approximately 960 feet to an angle point. This segment of Link U4 crosses FM 580. From this angle point, Link U4 proceeds in a northwesterly direction for approximately 2,810 feet to a slight angle point. This segment of Link U4 crosses Rough Creek. From this angle point, Link U4 proceeds in a northerly direction for approximately 1,170 feet to the intersection of Links U2, U4, and U5, approximately 3,750 feet southeast of the intersection of CR 419 and CR 416.

Link U5 (Figure 6)

From the intersection of Links U2, U4, and U5, approximately 3,750 feet southeast of the intersection of CR 419 and CR 416, Link U5 proceeds in a northwesterly direction for approximately 28,610 feet to the intersection of Links U3, U5, and U6, approximately 11,080 feet east of the intersection of FM 580 and US 190. Link U5 crosses CR 419, Burnt Branch, Cedar Branch, Traywick Branch, and Browns Creek.

Link U6 (Figure 6)

From the intersection of Links U3, U5, and U6, approximately 11,080 feet southeast of the intersection of FM 580 and US 190, Link U6 proceeds in a southwesterly direction for approximately 5,610 feet to an angle point. This segment of Link U6 parallels an existing transmission line. From this angle point, Link U6 proceeds in a southwesterly direction for approximately 2,940 feet to an angle point. This segment of Link U6 crosses FM 580. From this angle point, Link U6 proceeds in a northwesterly direction for approximately 14,960 feet to an angle point. This segment of Link U6 crosses Barnett Springs Creek, CR 402, Simpson Creek, Flemmings Springs Branch, and Dry Simpson Creek. From this angle point, Link U6 proceeds in a southwesterly direction for approximately 5,730 feet to a slight angle point. From this angle

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

point, Link U6 proceeds in a southwesterly direction for approximately 3,170 feet to an angle point. This segment of Link U6 crosses FM 1031. From this angle point, Link U6 proceeds in a northwesterly direction for approximately 1,350 feet to an angle point. This segment of Link U6 crosses SH 16 approximately 4,250 feet north from the intersection of CR 305 and SH 16. From this angle point, Link U6 proceeds in a southwesterly direction for approximately 2,390 feet to a slight angle point. From this angle point, Link U6 proceeds in a westerly direction for approximately 4,110 feet to the intersection of Links U6, U7, and U8, approximately 8,300 feet northwest from the intersection of CR 305 and SH 16.

Link U7 (Bi-directional) (Figure 6; Figure 7)

From the intersection of Links J14, J15, and U7, approximately 18,070 feet northwest of the terminus of CR 407, Link U7 proceeds in a northerly direction for approximately 17,680 feet to a slight angle point. This segment of Link U7 crosses Dry Simpson Creek. From this angle point, Link U7 proceeds in a northerly direction for approximately 10,140 feet to the intersection of Links U6, U7, and U8, approximately 8,300 feet northwest from the intersection of CR 305 and SH 16. This segment of Link U7 crosses Wadsworth Creek.

Link U8 (Figure 6)

From the intersection of Links U6, U7, and U8, approximately 8,300 feet northwest from the intersection of CR 305 and SH 16, Link U8 proceeds in a westerly direction for approximately 17,910 feet to an angle point. This segment of Link U8 crosses Flat Branch, FM 1030, and Wallace Creek. From this angle point, Link U8 proceeds in a northwesterly direction for approximately 2,990 feet to an angle point. This segment of Link U8 crosses CR 311, CR 308, and Billie Branch. From this angle point, Link U8 proceeds in a westerly direction for approximately 16,280 feet to the intersection of Links U8, U9, and V1, approximately 7,380 feet southeast from the intersection of FM 2732 and CR 336.

Link U9 (Figure 6; Figure 8)

From the intersection of Links U8, U9, and V1, approximately 7,380 feet southeast from the intersection of FM 2732 and CR 336, Link U9 proceeds in a westerly direction for approximately 2,870 feet to an angle point. From this angle point, Link U9 proceeds in a southwesterly direction for approximately 10,480 feet to an angle point. This segment of Link U9 crosses CR 308. From this angle point, Link U9 proceeds in a westerly direction for approximately 5,210 feet to the intersection of Links K8, U9, and V2, approximately 1,180 feet south of the intersection of CR 346 and FM 2732. This segment of Link U9 crosses CR 346.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link V1 (Figure 6; Figure 8)

From the intersection of Links U8, U9, and V1, approximately 7,380 feet southeast from the intersection of FM 2732 and CR 336, Link V1 proceeds in a northerly direction for approximately 6,610 feet to an angle point. From this angle point, Link V1 proceeds in a northwesterly direction for approximately 1,440 feet to an angle point. This segment of Link V1 crosses FM 2732. From this angle point, Link V1 proceeds in a northerly direction for approximately 1,480 feet to a slight angle point. From this angle point, Link V1 proceeds in a northwesterly direction for approximately 1,500 feet to a slight angle point. This segment of Link V1 crosses the San Saba River. From this angle point, Link V1 proceeds in a northerly direction for approximately 6,920 feet to an angle point. This segment of Link V1 crosses Dry Creek. From this angle point, Link V1 proceeds in a northwesterly direction for approximately 12,000 feet to a slight angle point. This segment of Link V1 crosses CR 340, parallels US 190 near Richland Springs, Texas, and parallels the Central Texas & Colorado River Railway. From this angle point, Link V1 proceeds in a northwesterly direction for approximately 6,720 feet to an angle point. This segment of Link V1 parallels US 190 and the Central Texas & Colorado River Railway. From this angle point, Link V1 proceeds in a westerly direction for approximately 4,350 feet to an angle point. From this angle point, Link V1 proceeds in a northwesterly direction for approximately 3,100 feet to an angle point. This segment of Link V1 crosses CR 352. From this angle point, Link V1 proceeds in a westerly direction for approximately 12,380 feet to an angle point. This segment of Link V1 crosses CR 354 and CR 360. From this angle point, Link V1 proceeds in a southwesterly direction for approximately 4,500 feet to an angle point. From this angle point, Link V1 proceeds in a westerly direction for approximately 2,960 feet to a slight angle point. From this angle point, Link V1 proceeds in a southwesterly direction for approximately 9,310 feet to a slight angle point. This segment of Link V1 parallels US 190. From this angle point, Link V1 proceeds in a southwesterly direction for approximately 17,750 feet to an angle point. This segment of Link V1 crosses East Goens Creek and West Goens Creek, and parallels US 190. From this angle point, Link V1 proceeds in a westerly direction for approximately 6,390 feet to the intersection of Links V1, V3, and V5, approximately 2,600 feet east from the intersection of CR 426 and US 190. This segment of Link V1 crosses the San Saba/McCulloch county line and parallels US 190.

Link V2 (Figure 8)

From the intersection of Links K8, U9, and V2, approximately 1,180 feet south of the intersection of CR 346 and FM 2732, Link V2 proceeds in a northwesterly direction for approximately 1,390 feet to an angle point. This segment of Link V2 crosses FM 2732. From this angle point, Link V2 proceeds in a northwesterly direction for approximately 24,640 feet to the intersection of Links V2, V3, and V4, approximately 4,040 feet north of the intersection of Private Road 362 and CR 350. This segment of Link V2 crosses the San Saba River and Private Road 362.

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link V3 (Figure 8)

From the intersection of Links V2, V3, and V4, approximately 4,040 feet north of the intersection of Private Road 362 and CR 350, Link V3 proceeds in a northwesterly direction for approximately 37,140 feet to a slight angle point. This segment of Link V3 crosses Dry Creek, CR 360, Lost Creek, West Goens Creek, and the San Saba/McCulloch county line. From this angle point, Link V3 proceeds in a northwesterly direction for approximately 5,310 feet to the intersection of Links V1, V3, and V5, approximately 2,600 feet east from the intersection of CR 426 and US 190.

Link V4 (Figure 8)

From the intersection of Links V2, V3, and V4, approximately 4,040 feet north of the intersection of Private Road 362 and CR 350, Link V4 proceeds in a southwesterly direction for approximately 16,480 feet to an angle point. This segment of Link V4 crosses Honey Creek. From this angle point, Link V4 proceeds in a westerly direction for approximately 57,310 feet to a slight angle point. This segment of Link V4 crosses Lost Creek, CR 360, the San Saba/McCulloch county line, and Little Brady Creek. From this angle point, Link V4 proceeds in a southwesterly direction for approximately 13,930 feet to the intersection of Links V4, V6, and V7, approximately 2,120 feet south of the intersection of CR 414 and CR 412. This segment of Link V4 crosses Onion Creek and CR 414.

Link V5 (Figure 8)

From the intersection of Links V1, V3, and V5, approximately 2,600 feet east from the intersection of CR 426 and US 190, Link V5 proceeds in a southwesterly direction for approximately 3,810 feet to an angle point. From this angle point, Link V5 proceeds in a northwesterly direction for approximately 1,510 feet to an angle point. This segment of Link V5 crosses the Central Texas & Colorado River Railway. From this angle point, Link V5 proceeds in a westerly direction for approximately 5,280 feet to an angle point. This segment of Link V5 crosses Richland Springs Creek. From this angle point, Link V5 proceeds in a southwesterly direction for approximately 5,280 feet to an angle point. This segment of Link V5 crosses Richland Springs Creek. From this angle point, Link V5 proceeds in a southwesterly direction for approximately 9,850 feet to an angle point. This segment of Link V5 crosses Richland Springs Creek and Little Brady Creek. From this angle point, Link V5 proceeds in a westerly direction for approximately 12,490 feet to the intersection of Links V5, V6, and V8, approximately 2,900 feet east of the intersection of Front St and US 190, south of Rochelle, Texas. This segment of Link V5 crosses CR 423 and CR 418.

Link V6 (Figure 8)

From the intersection of Links V5, V6, and V8, approximately 2,900 feet east of the intersection of Front St and US 190, south of Rochelle, Texas, Link V6 proceeds in a westerly direction for approximately 3,050 feet to an angle point. This segment of Link V6 crosses CR 412. From this

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

angle point, Link V6 proceeds in a southwesterly direction for approximately 20,140 feet to an angle point. This segment of Link V6 crosses CR 419, CR 418, CR 416, Onion Creek, Little Onion Creek and CR 414, and parallels US 190. From this angle point, Link V6 proceeds in a southeasterly direction for approximately 2,810 feet to the intersection of Links V4, V6, and V7, approximately 2,120 feet south of the intersection of CR 414 and CR 412. This segment of Link V6 crosses CR 412 and the Central Texas & Colorado River Railway.

Link V7 (Figure 8; Figure 9)

From the intersection of Links V4, V6, and V7, approximately 2,120 feet south of the intersection of CR 414 and CR 412, Link V7 proceeds in a southerly direction for approximately 11,500 feet to a slight angle point. This segment of Link V7 crosses CR 410 and CR 408. From this angle point, Link V7 proceeds in a southeasterly direction for approximately 1,480 feet to a slight angle point. From this angle point, Link V7 proceeds in a southerly direction for approximately 9,110 feet to a slight angle point. This segment of Link V7 parallels CR 408. From this angle point, Link V7 proceeds in a southwesterly direction for approximately 8,560 feet to an angle point. This segment of Link V7 crosses Brady Creek. From this angle point, Link V7 proceeds in a southwesterly direction for approximately 2,640 feet to the intersection of Links K51, K52, and V7, approximately 8,850 feet southeast from the intersection of FM 2309 and SH 71.

Link V8 (Figure 8; Figure 10; Figure 11)

From the intersection of Links V5, V6, and V8, approximately 2,900 feet east of the intersection of Front St and US 190, south of Rochelle, Texas, Link V8 proceeds in a northwesterly direction for approximately 6,370 feet to an angle point. This segment of Link V8 crosses Front St and US

190 approximately 930 feet northeast from the intersection of US 190 and Front St. From this angle point, Link V8 proceeds in a westerly direction for approximately 2,830 feet to a slight angle point. From this angle point, Link V8 proceeds in a northwesterly direction for approximately 1,270 feet to a slight angle point. From this angle point, Link V8 proceeds in a westerly direction for approximately 13,580 feet to an angle point. This segment of Link V8 crosses Onion Creek, CR 414, and Little Onion Creek. From this angle point, Link V8 proceeds in a northwesterly direction for approximately 5,230 feet to an angle point. This segment of Link V8 crosses US 377 approximately 1,980 feet southwest of the intersection of US 377 and FM 1121. From this angle point, Link V8 proceeds in a westerly direction for approximately 27,640 feet to an angle point. This segment of Link V8 crosses Live Oak Creek, CR 300, CR 302, US 283 approximately 5,240 feet north of the intersection of US 283 and FM 1121, and West Fork Cow Creek. From this angle point, Link V8 proceeds in a southwesterly direction for approximately 1,580 feet to an angle point. From this angle point, Link V8 proceeds in a southerly direction for approximately 3,110 feet to an angle point. This segment of Link V8 crosses West Fork Cow Creek. From this angle point, Link V8 proceeds in a southwesterly direction approximately 6,850 feet to an angle point. From this angle point, Link V8 proceeds in westerly direction for approximately 8,560 feet to a slight angle point. From this angle point, Link V8 proceeds in a westerly direction approximately 8,060 feet to an angle point. This segment of

Bell County East Switch—Big Hill Substation 765 kV Transmission Line Project

Link V8 crosses Bowie Creek. From this angle point, Link V8 proceeds for approximately 2,030 feet to a slight angle point. This segment of Link V8 parallels CR 152. From this angle point, Link V8 proceeds in a southwesterly direction for approximately 1,370 feet to an angle point. This segment of Link V8 crosses CR 150 and US 87 approximately 2,540 feet east of the intersection of US 87 and CR 150. From this angle point, Link V8 proceeds in a westerly direction for approximately 1,490 feet to an angle point. From this angle point, Link V8 proceeds in a southwesterly direction for approximately 35,840 feet to a slight angle point. This segment of Link V8 crosses CR 128, Brady Creek, CR 128, CR 124, and parallels CR 128. From this angle point, Link V8 proceeds in a southwesterly direction for approximately 1,330 feet to a slight angle point. This segment of Link V8 crosses Reubes Creek. From this angle point, Link V8 proceeds in a southwesterly direction for approximately 4,580 feet to an angle point. This segment of Link V8 crosses CR 128. From this angle point, Link V8 proceeds in a southwesterly direction for approximately 1,230 feet to an angle point. From this angle point, Link V8 proceeds in a westerly direction for approximately 1,040 feet to an angle point. This segment of Link V8 crosses FM 2028. From this angle point, Link V8 proceeds in a southwesterly direction for approximately 16,350 feet to an angle point. This segment of Link V8 crosses the McCulloch/Concho county line and Reubes Creek three times. From this angle point, Link V8 proceeds in a southerly direction for approximately 2,740 feet to the intersection of Links N11, N12, and V8, approximately 12,440 feet southeast of the intersection of CR 3326 and CR 3477. This segment of Link V8 parallels an existing transmission line.

Link Z2 (Figure 13)

From the intersection of Links T2 and Z2, approximately 5,860 feet northwest of the intersection of CR 431 and US 277, Link Z2 proceeds in a northwesterly direction for approximately 1,710 feet to the 765 kV switchyard at the Big Hill Substation, approximately 7,550 feet northwest of the intersection of US 277 and CR 431.

A42

A41

STALLION RD

SHAW LN

A01

BELTON LAKE

MORGAN’S POINT RESORT

NE H K DODGEN LOOP

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?Å

TEMPLE

LOOP

OLD TEXAS 95

A42 FM 93 ?ô

ACRES RD

0 5,000 10,000

FEET

MAP INSET 2

0 1,000 2,000

ROMBERG RD

FEET

FIGURE 1

DETAILED ROUTE

DESCRIPTION MAP

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT

LEGEND

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION

COUNTY BOUNDARY

STUDY AREA

NODE BETWEEN ADJACENT

ROUTE LINKS

A41

A0 !.

0 500 1,000 FEET

BELTON

!”d$

GGY CREEK

KNOB

CREEK

DODGEN

NE H K

MARGIE

LOU BRANCH

C5 D12 D13

MAP INSET 3

RED BARN LN

FM 3117

ALTERNATIVE ROUTE LINK

EXISTING TRANSMISSION LINE !( (! MAJOR ROADWAY

MINOR ROADWAY

MAP INSET 1

!”`$4

FM 93

SEE MAP INSET 2

ACRES RD

FM 3117 KNOB

A42

STRINGTOWN RD

!”a$ INTERSTATE HIGHWAY (IH) ?` STATE HIGHWAY (SH)

STILLHOUSE

LAMPASAS RIVER

FM 436

RIVER

RAILROAD UNION PACIFIC

OLD HWY 95 RD

A42

KNOB

CREEK

CREEK

KàJ

RABBIT

SHAW

SEE MAP INSET 1

STATE HIGHWAY LOOP

I` UNITED STATES HIGHWAY (US) RAILROAD

STREAM / RIVER

HOLLOW LAKE

?ô

FM 436

WEDEL

STALLION

OL RD

LEON

FM 1123

FM 1670

SMITH DAIRY RD

SCHO AMITY

FOX RD

LAMPASAS RIVER

W WILLOW SPRINGS ST

PRIMROSE TRL

CR 5239 CR 5241 &

CEMETERY

MARGIE

LOU

BRANCH

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE ®

E12

THOMAS ARNOLD RD E7

E13

FM 2484

BREWER RD

E12

W AMITY RD &

E11

SALADO

CREEK

DICE

GROVE RD

LITTLE RIVER ACADEMY

WILSON

FM 436

BOGGY CREEK

REEDS

PRITCHARD

CREEK

BNSF RAILWAY

0 5,000 10,000 20,000

WILLINGHAM

LARK TRL

SALADO CREEK

ARMSTRONG RD

CAMPBELL HILL RD

VALLEY RD

LAKE LOOP

LITTLE RIVER

REEDS LAKE RD

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024

BRANCH

WATKINS BRANCH

SALADO

CH N

D11 C2

ORCHARD LN

STUDY AREA LOCATION

SALADO CREEK

W CREEK RD

HOLLAND BRA

LANDFILL RD

RAILROAD

CREEK

MUSTANG

E13

FM 2843

!”d$

FM 2268

MOON BRANCH

FM 1123 ROMBERG RD

RUNNELLS CREEK

PACIFIC

STRASBURGER RD

ROGERS

10 8

TRIANGLE RD

SMITH BRA

UNION

13 12 11

9 7

BUT TER MILK CREEK

KUYKENDALL BRANCH

DARRS CREEK

CATHEY CREEK

CATHEY

CREEK RD &

CATHEY

?ô

SULLIVAN RD

GEORGIA BRANCH

B21

BELL COUNTY MILAM COUNTY

2115

NCH

BEAN RD

C5 D12 & GOOSENECK RD

FM 1123

CREEK

KNOB

REEDS

CEMETERY RD

SALADO CREEK

E52

GRANGER RD

HACKBERRY RD

MIDDLE DARRS CREEK

HACKBERRY RD

FM 2268

HOLLAND

SUNSHINE RD

CREEK

E51

D13

SEE MAP INSET 3

DARRS CREEK

B22

LITTLE RIVER

E51 SALADO CREEK

LIND EMANN RD

GOOSENECK

KELSOVILLE RD

F02

F01

!”d$

HILL RD

HARE RD

FM 2115

D13

CREEK

SOUTH DARRS

FM 2268

B22

FIGURE 2

DETAILED ROUTE DESCRIPTION MAP

CR 307

ROMBERG RD

ROUND HALL RD

ROUND HALL RD

BELL COUNTY EAST SWITCH —

F03

CR 308

& W CR 703

CR 304

NORTH FORK DONAHOE CREEK

INDIAN CREEK

LINDEMANN RD STOCKTON RD

HARBER RD

?ô

FLAG BRANCH

PENNINGTON RD

FM 2268

BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT LEGEND

NORTH FORK INDIAN CREEK

PENNINGTON BRANCH INDIAN

!. BELL COUNTY EAST SWITCH

CREEK RD HAROLD CLARK RD

JARRELL

CR 216

FM 487

CR 322

DONAHOE CREEK

N FORK

N FORK RD

WASHINGTON RD INDIAN CREEK

PATTERSON LN

DONAHOE CREEK FM 487

!. BIG HILL SUBSTATION COUNTY BOUNDARY

STUDY AREA

NODE BETWEEN ADJACENT ROUTE LINKS

F43

CR 314

FM 1105 CR 302

CR 323

CR 384

CATINGS RD

FM 487

BARTLETT

AUBREY MESSER RD

BELL COUNTY

DAVILLA

ALTERNATIVE ROUTE LINK

EXISTING TRANSMISSION LINE !( (!

F45 F42

F41

WILLIS CREEK

CR 302

LONG BRANCH

CR 301

CR 387

?ô

DONAHOE CREEK

ALLIGATOR CREEK ALLIGATOR RD

MILAM COUNTY

MAJOR ROADWAY

MINOR ROADWAY

!”a$ INTERSTATE HIGHWAY (IH)

!”d$

SEE MAP INSET 1 FM 1105

OPOSSUM CREEK

FM 972

RAILROAD

UNION PACIFIC

GRANGER

CR 350

CR 353 CR 352

CR 357

WILLIAMSON COUNTY FM 971

MAP INSET 1

?` STATE HIGHWAY (SH)

STATE HIGHWAY LOOP

I` UNITED STATES HIGHWAY (US) RAILROAD

STREAM / RIVER

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE

SAN GABRIEL RIVER

FM 971

WEIR

?ô

CR 314

FM 1311

F43

CR 375

F45

CR 311

WILLIAMSON COUNTY MILAM COUNTY

0 5,000 10,000 20,000

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024 STUDY AREA LOCATION

CR 311

F41

10 8

GEORGETOWN

!”d$

SAN GABRIEL RIVER

TAYLOR

F42

O P OSSUM CREEK 0 1,500 3,000

CR 388

FM 1105

13 12 11

9 7

1 2

FEET

BURNET BRANCH

PANTHER DEN BRANCH CR 224 E

BELL COUNTY

MAP INSET 1

RUMSEY CREEK

F1 F21

KILLEEN

STILLHOUSE HOLLOW LAKE

FIGURE 3

DETAILED ROUTE

DESCRIPTION MAP

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT

G51

BURNET COUNTY

F20

FM 2670

F31

LEGEND

RM 963

F32

LAMPASAS RIVER

F02

FM 2484

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION

ROCKY CREEK

FM 2657

F33 F04 BELL COUNTY

WILLIAMSON COUNTY

?×

PEACEABLE &

MUSTANG CREEK

RANCH RD

CROWS

COUNTY BOUNDARY

STUDY AREA

NODE BETWEEN ADJACENT

CR 236

MILL CREEK

WOLF RIDGE RD

0 1,000 2,000 FEET

KINGDOM RD

STILLMAN

VALLEY CREEK

G71 E8

ROUTE LINKS

ALTERNATIVE ROUTE LINK

CR 200

0 500 1,000

BRIGGS RD

WILSON BRANCH

MOUNTAIN CREEK RD &

OCKY

CREEK

FIREFLY RD

STILLMAN VALLEY RD

CEDAR VALLEY

EXISTING TRANSMISSION LINE !( (!

FEET

MAP INSET 2

G13

G82

G72 G73

& BLUEBERRY

RD &

F22

FM 2843

MAJOR ROADWAY

MINOR ROADWAY

!”a$ INTERSTATE HIGHWAY (IH)

FM 2657

CR 219

MILL CREEK

G12

WILSON

BRANCH RD

G81

F24

BELL COUNTY

F23

BUTTER MILK CREEK

F21

F20

BUT TER MILK CREEK

?` STATE HIGHWAY (SH) STATE HIGHWAY LOOP

CR 209B

CAMPBELLS

G32

BRIGGS

CR 211

&308

MCDANIEL

G11

ROCKY CREEK

CR 228

WILLIAMSON COUNTY CR 231

CR 230

RUMSEY CREEK

SEE MAP INSET 1

I` UNITED STATES HIGHWAY (US) RAILROAD

OLIVE BRANCH

CR 210

BERRY CREEK

CR 286

BRAN CH

SOUTH

SALADO CREEK

AVE

FM 2843

SOUTH RUMSEY

F33

STREAM / RIVER WATERBODY

RM 963

BRA N

G31

CR 211

CR 223

BERRY CREEK

CR 224 F7

?¡

PATTERSON N

F34

CR 230 SPUR

NORTH SALADO CREEK

CREEK

F04

F03

CITY LIMIT

UNINCORPORATED PLACE ®

WILLIAMSON COUNTY BURNET COUNTY

?¡

CR 220

CR 226

FLORENCE

FM 487

NORTH FORK SAN GABRIEL RIVER RUSSELL FORK

FM 243

CR 221

STAPP BRANCH

CR 223

CR 219

?×

F44

SOUTH SALADO CREEK

CR 305

FM 487

0 5,000 10,000 20,000

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024

SAN GABRIEL RIVER G44

G45

EAST BRANCH

CR 282 &

G41

CR 208

CR 236

CR 223

SOUTH BERRY CREEK

FM 970

BERRY CREEK

CR 245

?×

F43

COBBS SPRINGS BRANCH

CR 234

DRY BERRY CREEK

CR 239

CR 216

STUDY AREA LOCATION

CLEAR CREEK

CR 251

10 8

CR 272

G43 G42 FM 243

WEST BRANCH

BRIZENDINE

BRANCH

SEE MAP

CR 200

CR209

CR 207

BERRY CREEK

FM 970

CR 241

RM 2338

13 12 11

CR 245

9 7

4 5

1 2

CR 274

CLEAR CREEK

CLEAR CREEK

INSET 2

BERTRAM

CR 276 CR 278

CR 236

GEORGETOWN

SALT CREEK

CR 1508

CR 1436

FM 581

LOMETA

CR 2001

SCHOOL CREEK

MAP INSET 1

H1 H42 H41

K£ H2

FIGURE 4

DETAILED ROUTE

DESCRIPTION MAP

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT

LEGEND

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION

COUNTY BOUNDARY

STUDY AREA

NODE BETWEEN ADJACENT

ROUTE LINKS

ALTERNATIVE ROUTE LINK

KIRBY

CREEK

FM 581

FM 3415

BNSF RAILWAY

CR 2060 K{

CR 2033

LUCY CREEK

EXISTING TRANSMISSION LINE !( (! MAJOR ROADWAY

MINOR ROADWAY

!”a$ INTERSTATE HIGHWAY (IH)

NORTH FORK LYNCH CREEK

BROWNS CREEK

CR 2023

CR 1301

CR 2001

CR 2200

K£

CR 2207

LITTLE

LUCY CREEK

?` STATE HIGHWAY (SH)

STATE HIGHWAY LOOP

I` UNITED STATES HIGHWAY (US) RAILROAD

COLORADO

RIVER

NORTH FORK

YANCEY CREEK

J11

1403 CR 1255

FM 580

DONALSON CREEK

FM 1494

BNSF RAILWAY

CR 3421

CR 3420

PECAN BRANCH

CR 3430

BRANCH ON

DENS

FM 580

CR 3010

FM 1715

STREAM / RIVER

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE

0 5,000 10,000 20,000

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024

CR 1287 LAMPASAS CR 1255

BEAN

SULPHUR

CREEK

CR 4264

STUDY AREA LOCATION

CR 1299

J11

CR 1154

CREEK

SULPHUR CREEK

FM 1478

K£

CR 1002 &

LAMPASAS COUNTY BURNET COUNTY

ALEXANDER CEMETERY RD

MESQUITE CREEK

10 8

SAN SABA

LAMPASAS COUNTY

ESPY BRANCH

&LAMPASAS

J10 G51

13 12 11

9 7

COUNTY

BURNET COUNTY VANN BRANCH

CR 352

CREEK

CR 207

CR 228

SIMPSON

CREEK

J26

CR 105

CR 104

FM 1478

EAST FORK SULPHUR CREEK

LAMPASAS-BURNET RD MCNETT

G52 H1

BURNET BRANCH

GREENWOOD CREEK

J21

PECAN SPRING BRANCH

H42

MESQUITE CREEK

CR 226

COLORADO RIVER

J22

PILLAR

BLUFF CREEK

SEE MAP INSET 1

FM 1478 &

H42

DOBYVILLE

FIGURE 5

SYCAMORE

J21

CEMETERY RD &

K£

DETAILED ROUTE DESCRIPTION MAP

BRANCH H2

BELL COUNTY EAST SWITCH —

J32

COLORADO

RIVER

SAN

DEER CREEK

J31

DEER CREEK

CR 108

PILLAR

BLUFF CREEK

PECAN

SPRING BRANCH

NORTH MESQUITE CREEK ANTLER LN

CR 108

LAM PASAS – BURNET RD

SOUTH

MESQUITE CREEK

BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT

LEGEND

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION

COUNTY BOUNDARY

STUDY AREA

SABA

COUNTY LLANO COUNTY

222

COUNTY T

BUR

SOUTH MESQUITE CREEK

WARNER LAKE

VICTOR CEMETARY RD

RM 2340

CR 109

CR 205

LAKE VICTOR

CR 202

CR 207

RM 963 &

NODE BETWEEN ADJACENT

ROUTE LINKS

ALTERNATIVE ROUTE LINK

EXISTING TRANSMISSION LINE !( (! MAJOR ROADWAY

MINOR ROADWAY

SOUTH FORK MORGAN CREEK

CR 108

ALLEN BRANCH

K£

RM 2340

CR 203

NORTH FORK SAN GABRIEL RIVER

RM 963

!”a$ INTERSTATE HIGHWAY (IH) ?` STATE HIGHWAY (SH) STATE HIGHWAY LOOP

G44 G6

RM 963

RM 1174

BROOKS MILL RD

LAKE

I` UNITED STATES HIGHWAY (US) RAILROAD

STREAM / RIVER

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE

0 5,000 10,000 20,000

BUCHANAN

SHADY GROVE RD

G44

RUSSELL FORK SAN GABRIEL RIVER

RM 1174

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024 STUDY AREA LOCATION

10 8

BURNET BERTRAM

LLANO COUNTY BURNET COUNTY

K£

BERTRAM

13 12 11

9 7

COLORADO RIVER

FM 500

COUNTY

NTY

FIGURE 6

DETAILED ROUTE

DESCRIPTION MAP

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT

LEGEND

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION

COUNTY BOUNDARY

STUDY AREA

NODE BETWEEN ADJACENT

ROUTE LINKS

ALTERNATIVE ROUTE LINK

EXISTING TRANSMISSION LINE !( (! MAJOR ROADWAY

A B A S

COU

MINOR ROADWAY

!”a$ INTERSTATE HIGHWAY (IH)

DRY

CENTRAL TEXAS & COLORADO RIVER RAILWAY

MIL

BROWNS CREEK

CREEK

ANTELOPE

MILLS COUNTY

LAMPASAS COUNTY K|

?` STATE HIGHWAY (SH)

STATE HIGHWAY LOOP

I` UNITED STATES HIGHWAY (US) RAILROAD

STREAM / RIVER

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE

0 5,000 10,000 20,000

CREEK CR 336

SAN SABA RIVER

FM 2732

SAN SABA

THIS A WAY ST

CR 402

SIMPSON

CREEK

CR 410

TRAYWICK

BRANCH

580

COTTONWOOD BRANCH LAMPASAS

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024 STUDY AREA LOCATION

CR 308

CR 311

FLEMMING

SPRINGS CREEK

SAN SABA

COUNTY

10 8

FLAT B

SPRINGS

13 12 11

1 9 7

BRANCH

BILLIE

FM 1030

CREEK

NCH

WADSWORTH

CR 305 & DRY SIMPSON CREEK

DRY SIMPSON CREEK

BRANCH

BARNETT

CEDAR BRANCH BURNT BRANCH

CR 419

COUNTY COLORADO RIVER

FM 581

MCANELLEY

CR 344

WALLACE

CREEK

FM 1031

ROUGH CREEK

FM 580

UNTY

CR 416

CREEK

WALLACE CREEK CR 310

CR 315

J15

J14

KLONDIKE BRANCH

CR 428

CR 409

LAMPASAS COUNTY

SAN SABA COUNTY COLORADO PARK

FIGURE 7

DETAILED ROUTE

DESCRIPTION MAP

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT LEGEND

J16

K13

J12

K12

K11

J13

GREG

BEE CAVE CREEK CR 424

& CR

434

RM 501

&CR 432B

J11 COLORADO RIVER

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION COUNTY BOUNDARY

STUDY AREA

LATHAM CREEK

BUFFALO

CREEK

CR 407A & J4

407

CHEROKEE CREEK

BRANCH

CHEROKEE CREEK

TIE SLIDE CREEK RMAN CREEK

NODE BETWEEN ADJACENT

ROUTE LINKS

ALTERNATIVE ROUTE LINK

EXISTING TRANSMISSION LINE !( (!

RM 501

BUFFALO CREEK

&CR 345

KEMP CREEK

WOODWARD

BRANCH

J25

&CR 421

CR 409

CHEROKEE C RE EK

J27

J24

CR 452

SPICEWOOD CREEK YATES

BRANCH

J26

MAJOR ROADWAY

MINOR ROADWAY

!”a$ INTERSTATE HIGHWAY (IH) ?` STATE HIGHWAY (SH)

NORTH FORK

CHEROKEE CREEK

CR 310

CHEROKEE CREEK

SALT BRANCH

RM 501

BRANCH

LONG

WATERHOLE BRANCH

POST OAK CREEK

J23

J22

STATE HIGHWAY LOOP

I` UNITED STATES HIGHWAY (US) RAILROAD

NORTH FORK

CHEROKEE

CREEK

347

CHEROKEE CREEK

CR 343

K41

343

RM 501 J6

HICKORY CREEK

VALLEY SPRING RD

J33

CHEROKEE CR 437

APACHE LOOP

BEE

CR 435

J32

JENNINGS

CREEK

MARLEY CREEK

CR 453

STREAM / RIVER

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE

0 5,000 10,000 20,000

CR 357

CR 445

CR 335 &

SAN SABO COUNTY

LLANO COUNTY

RED MOUNTAIN BRANCH

APACHE LOOP

LITTLE LLANO

SAN SABO COUNTY LLANO COUNTY

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024 STUDY AREA LOCATION

RIVER

10 8

13 12 11

1 9

K©

FM 2315

FM 1028

FM 2822

MCCULLOCH COUNTY

FM 502 FM 500

FM 45

SAN SABA COUNTY

FM 2997

CENTRAL TEXAS & COLORADO RIVER RAILWAY

RICHLAND

FIGURE 8

DETAILED ROUTE

DESCRIPTION MAP

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT

LEGEND

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION

COUNTY BOUNDARY

STUDY AREA

NODE BETWEEN ADJACENT

ROUTE LINKS

ALTERNATIVE ROUTE LINK

EXISTING TRANSMISSION LINE !( (! MAJOR ROADWAY

MINOR ROADWAY

!”a$ INTERSTATE HIGHWAY (IH)

?` STATE HIGHWAY (SH)

STATE HIGHWAY LOOP

I` UNITED STATES HIGHWAY (US) RAILROAD

ONION CREEK

FM 1121 ROCHELLE &

RICHLAND SPRINGS CREEK

CR 426

CR 340

WEST GOENS CREEK

GOENS CREEK

EAST

K| CR 360

SPRINGS

CR 354

CR 352

STREAM / RIVER

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE

0 5,000 10,000 20,000

LITTLE

FRONT ST

362

DRY CREEK

CR 414

CR 419

CR 412

CR 418

LITTLE BRADY CREEK

PRIVATE ROAD

FEET

ONION CREEK

CR 418

CENTRAL TEXAS & COLORADO RIVER RAILWAY V6

CR 423

CREEK LOST

CR 360

FM 2732

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024 STUDY AREA LOCATION

CR 416

CR 350

13 12 11

1 9

CR 412

CR 410

CR 408

ONION CREEK

HONEY CREEK

SAN SABA RIVER

CR 346

CR 308 U9

CREEK RADY

MCCULLOCH COUNTY

SAN SABA COUNTY

SAN SABA RIVER

BLUFF CREEK

DEEP

TURKEY ROOST CREEK

CR 346

FIGURE 9

DETAILED ROUTE

DESCRIPTION MAP

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT LEGEND

& &

FM 2309

K52

HUDSON

BRANCH

?×

CR 208

CREEK

K13

K51

PRIVATE ROAD 362

EAST DEEP CREEK

CREEK

WALLACE

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION

COUNTY BOUNDARY

STUDY AREA

NODE BETWEEN ADJACENT

ROUTE LINKS

ALTERNATIVE ROUTE LINK

EXISTING TRANSMISSION LINE !( (! MAJOR ROADWAY

MINOR ROADWAY

M22

L2 M21

SAN SABA RIVER

FM 1851

CR 212

TIGER CREEK

K61

LOST CREEK

!”a$ INTERSTATE HIGHWAY (IH) ?` STATE HIGHWAY (SH) STATE HIGHWAY LOOP

CR 202

FLAT

BRANCH

FM 1955

CR 364

FM 3293

CREEK

EER

CR 385

RM 501

HINTON CREEK

WEST DEEP

CREEK

CR 365

I` UNITED STATES HIGHWAY (US) RAILROAD

STREAM / RIVER

WATERBODY

CITY LIMIT

CR 206 &

K62

CREEK MUD

FM 1851

?×

CR 379 &

CR 373

HINTON

CR 373

FIELD CREEK

PANTHER CREEK

CR 353

COLD CREEK

UNINCORPORATED PLACE ®

MCCULLOCH COUNTY

DEER CREEK

CR 373

CREEK

RM 501

0 5,000 10,000 20,000

KATEMCY

FRED DOBBS RD

MASON COUNTY

FREDONIA

CEMETERY RD LOST

CR 363

CR 600 &

CR 359

CR 310

DRY PRONG

KATEMCY

CREEK

DEVILS SPRING

RM 1222

TIGER CREEK

CREEK

SANDY

SPY ROCK RD

K42

RM 386

EASTMAN LN

CREEK

OAK GROVE RD

SAN SABA COUNTY MASON COUNTY

BLACK BRANCH

K41

PONTOTOC

LLANO COUNTY

CR 357

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024 STUDY AREA LOCATION

RM 1222 M32

M31 DRY FORK

OLD KATEMCY MASON RD

BLACKJACK RD

SPICE CREEK

SPY ROCK RD

OAK GROVE RD

FLY GAP

NORTH FORK SAN FERNANDO CREEK

MASON COUNTY

LLANO COUNTY

13 12 11

KATEMCY

CREEK

KATEMCY CREEK

?×

MCCULLOCH COUNTY

CONCHO COUNTY

FM 503

BOWIE CREEK

K¥

WEST FORK

COW

CREEK

CR 302

CR 300

FIGURE 10

DETAILED ROUTE

DESCRIPTION MAP

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT

LEGEND

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION

COUNTY BOUNDARY

STUDY AREA

NODE BETWEEN ADJACENT

ROUTE LINKS

ALTERNATIVE ROUTE LINK

EXISTING TRANSMISSION LINE !( (! MAJOR ROADWAY

MINOR ROADWAY

!”a$ INTERSTATE HIGHWAY (IH)

?` STATE HIGHWAY (SH)

STATE HIGHWAY LOOP

I` UNITED STATES HIGHWAY (US) RAILROAD

STREAM / RIVER

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE

0 5,000 10,000 20,000

MCCULLOCH COUNTY

MELVIN

CR 150

FM 1121 CR 152 K¥

LIVE OAK CREEK

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024 STUDY AREA LOCATION

CONCHO COUNTY

CR 128

K©

1 13 12 11

FM 2028

REUBES CREEK

BRADY CREEK

CR 128

CR 128

CR 124

BRADY

BRADY

9 7

RESERVOIR BRADY

CR 3326

CR 3615

CR 3326 N12

CR 3477

REUBES CREEKV8

MCCULLOCH COUNTY

CONCHO COUNTY

FM 2028

BRADY

FM 2309

FIGURE 11

DETAILED ROUTE

DESCRIPTION MAP

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT

REUBES CREEKN11 CONCHO COUNTY

MENARD COUNTY

FOUTAIN CREEK

CALLAN LN

SADDLE CREEK

CREEK

POST OAK

?×

K| Is K52

LEGEND

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION COUNTY BOUNDARY

STUDY AREA

NODE BETWEEN ADJACENT

ROUTE LINKS

MCCULLOCH COUNTY

M11 M12 &

ALTERNATIVE ROUTE LINK

EXISTING TRANSMISSION LINE !( (!

CALLAN LN

CR 112

MENARD COUNTY

NEEDLE CREEK

CR 102

RUMSEY CREEK

STATEN

FLAT BRANCH

MAJOR ROADWAY

MINOR ROADWAY

!”a$ INTERSTATE HIGHWAY (IH)

M23

CALF CREEK M23

M22

CALF CREEK

HOG

CREEK

CR 108

FM 1311

CR 104

M22

CAMP CREEK

OCKY

CREEK

SAN SABA RIVER

CREEK

?` STATE HIGHWAY (SH)

STATE HIGHWAY LOOP

I` UNITED STATES HIGHWAY (US) RAILROAD

STREAM / RIVER

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE

TAYLOR BRANCH

MCCULLOCH COUNTY MENARD COUNTY

FM 1311

MCCULLOCH COUNTY

MASON COUNTY

SAN SABA RIVER

BRANCH RANCH

DECKER CREEK

SCHMIDT BRANCH

CAVIN BRANCH

0 5,000 10,000 20,000

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024 STUDY AREA LOCATION

DRY PRONG

KATEMCY

P41 M33 M32

CREEK

MENARD COUNTY

FM 2092

MASON COUNTY

WEST RANCH BRA

RM 1222

10 8

MILE CREEK

SPRING BRA

EAST RANCH BRANCH

1 13 12

P42

TURKEY BARN LN

HEXT

POPE LN

FIVEMILE CREEK

9 7

SAN SABA RIVER

RICHARDSON RD

CEMETERY LN &

JACOBY LN

EN T

NC H

N CH

?} ?}

MENZIE CREEK

ELM

CREEK

TWOMILE CREEK

TREADWELL LN

BRADY CREEK

CR 2019

FIGURE 12

DETAILED ROUTE DESCRIPTION MAP

P1 N12 N12 TOM GREEN

COUNTY

IVE OAK CREEK

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT

SCHLEICHER COUNTY

CONCHO COUNTY

MENARD COUNTY

SPECK LN

CR 2335

CREEK

CR 2406

SOUTH BRADY CREEK

CONCHO COUNTY MENARD COUNTY

LEGEND

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION COUNTY BOUNDARY

STUDY AREA

ROCKING CHAIR LN R1

TREADWELL LN &

TREADWELL LN

DRY CREEK

NORTH FORK

DRY CREEK

WILHELM LN

DRY CREEK

FORK

NORTH

FITZGERALD

WILHELM LN

FM 3463

CELERY

CREEK

WEST SCALP CREEK CALLAN LN

CREEK

EAST SCALP

NODE BETWEEN ADJACENT

ROUTE LINKS

ALTERNATIVE ROUTE LINK

EXISTING TRANSMISSION LINE !( (! MAJOR ROADWAY

MINOR ROADWAY

!”a$ INTERSTATE HIGHWAY (IH) ?` STATE HIGHWAY (SH)

STATE HIGHWAY LOOP

I` UNITED STATES HIGHWAY (US) RAILROAD

STREAM / RIVER

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE

SCHLEICHER COUNTY

MENARD COUNTY

FM 2873

WADDELL RD

DRY CREEK

ROCKY CREEK

M NI E RD

SILVER

SILVER MINE CREEK

NINEMILE CREEK COGHLAN BRANCH

MENARD

FM 2092

SCALP CREEK

0 5,000 10,000 20,000

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024 STUDY AREA LOCATION

SAN SABA RIVER

LAS

10 8

MORAS CREEK

1 13

P42

SAN SABA RIVER

& DUNAGAN RD

BOIS D ARC RD

BOIS D’ARC

CREEK

FIELDS CREEK

RM 2291

P42

9 7

K¢

SEE MAP

INSET 1

RIVER

CONCHO

SOUTH

TOE NAIL TRAIL

DRY CREEK

PECAN

CREEK

TOM GREEN COUNTY SCHLEICHER COUNTY

KICKAPOO CREEK

SUSAN PEAK RD

FIGURE 13

DETAILED ROUTE

DESCRIPTION MAP

BELL COUNTY EAST SWITCH — BIG HILL SUBSTATION

765 KV TRANSMISSION LINE PROJECT

LEGEND

!. BELL COUNTY EAST SWITCH !. BIG HILL SUBSTATION

COUNTY BOUNDARY

STUDY AREA

NODE BETWEEN ADJACENT

ROUTE LINKS

ALTERNATIVE ROUTE LINK

CR 431 K¢

CR 312

CR 316

CR 316

TOE NAIL TRAIL

HARKEY LN

HARKEY LN

RUDD RD

ROCKY

CREEK

EXISTING TRANSMISSION LINE !( (! MAJOR ROADWAY

MINOR ROADWAY

!”a$ INTERSTATE HIGHWAY (IH) ?` STATE HIGHWAY (SH)

STATE HIGHWAY LOOP

I` UNITED STATES HIGHWAY (US) RAILROAD

STREAM / RIVER

WATERBODY

CITY LIMIT

UNINCORPORATED PLACE

CR 300

CR 300 CR 350

TOE NAIL TRAIL

RUDD RD

0 5,000 10,000 20,000

FEET

SOURCE: RRC, 2024; TNRIS, 2024; USGS, 2024 STUDY AREA LOCATION

10 8

CR 431

K¢

0 1,500 3,000

12 11

9 7

FEET

MAP INSET 1

Original PDFs containing the above information:

Bell County East – Big Hill Meeting Notice

Bell East Application Notice

Editor’s Note: Below is the email landowners sent to media outlets on Monday, May 18, 2026, and to which Oncor is responding above.

Bell County East to Big Hill 765-kV transmission line (PUC Docket 59475)

LANDOWNERS TREATED UNJUSTLY

Oncor and LCRA do not appear to have properly notified as many as 1,400 landowners of their proposed $2-billion, 200-mile, 5,000-acre Bell County East to Big Hill 765-kV transmission line. 16 Texas Administrative Code 22.52.(a) requires notification and a public meeting for all affected property owners. They had early public meetings in June 2025 but only notified about 2,800 landowners. Oncor & LCRA later added many new route links, after the public meetings, that impacted new landowners, who knew nothing of the project.

Oncor & LCRA should have notified those landowners affected by the new route links, but they did not. When Oncor & LCRA eventually filed their 59475 application, they notified 4,200 landowners. That means roughly 1,400 landowners were blindsided in early April 2026, where 2,800 landowners were properly notified in June 2025. Those 1,400 landowners appear to have been deprived of their rights to due process and are at an insurmountable disadvantage.

These disenfranchised landowners were given no opportunity to learn about project, no opportunity to attend public meeting, no opportunity to weigh in on community values, no opportunity to submit comments, no opportunity to describe their property and its features, no opportunity to get experienced legal services, no opportunity to coordinate with neighbors, no opportunity to protect their families, no opportunity to defend their legacies.

We will be pushing information out on this tragic situation to State elected officials very soon. We will also be filing a motion in PUC Docket 59475 soon asking for remedy and relief for these landowners, who per 16 Texas Administrative Code 22.52.(a).(5) are owed ten months of additional time to go through the process properly.

This 59475 project only impacts Central Texas, but ERCOT and electric utility companies like Oncor have their sights set on over 1,000 miles of new 765-kV transmission lines east of I-35 and I-37 under their Eastern Backbone projects.

Posted in News

Breaking News

Op-Ed: “Landowners treated unjustly by 765-kV transmission line” – Update from Oncor

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