GENERAL MEETING OF THE BOARD OF DIRECTORS OF THE NORTH EAST TEXAS REGIONAL MOBILITY AUTHORITY RESOLUTION NO

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GENERAL MEETING OF THE BOARD OF DIRECTORS OF THE NORTH EAST TEXAS REGIONAL MOBILITY AUTHORITY RESOLUTION NO. 16-91 WHEREAS, the North East Texas Regional Mobility Authority ( NET RMA ) was created pursuant to the request of Gregg and Smith Counties and in accordance with provisions of the Transportation Code and the petition and approval process established in 43 Tex. Admin. Code 26.1, et seq. (the RMA Rules ); and WHEREAS, the Board of Directors of the NET RMA has been constituted in accordance with the Transportation Code and the RMA Rules; and WHEREAS, subsequent to the initial formation of the NET RMA the Counties of Cherokee, Rusk, Harrison, Upshur, Bowie, Panola, Titus, Van Zandt, Wood, and Kaufman joined the Authority and are represented on the Board of Directors; and WHEREAS, the NET RMA is responsible for the operation of Toll 49; and WHEREAS, the NET RMA is currently pursuing the development of Segment 4 of Toll 49 (the Project ); and WHEREAS, on March 1, 2016, in Resolution 16-21, the Board of Directors authorized the Interim Executive Director to enter into a contract for the construction of the Project with Webber, LLC ( Webber ) in the amount of $68,760,000 (the Contract ); and WHEREAS, NET RMA consultants have determined that mile markers should be added along the length of the Project and recommend the approval of Change Order No. 2.0 to the Contract, attached hereto as Attachment A, for an amount not to exceed $26,247.38 to provide for the installation of mile markers. NOW THEREFORE, BE IT RESOLVED, that the Board of Directors approves Change Order No. 2.0 in the form or substantially the same form attached hereto as Attachment A, for an amount not to exceed $26,247.38; and BE IT FURTHER RESOLVED, that all work performed under Change Order No. 2.0 shall be subject to the Contract between the NET RMA and Webber and that no additional work may be undertaken without the specific approval of the Board of Directors. 655522v3 10/6/2016 2:03:46 AM

655522v3 10/6/2016 2:03:46 AM

Mile Markers Toll 49 - Options A & B COR-009 TOLL 49 SEGMENT 4 CONTROL: 3487-01-017 & 3487-01-018 COUNTY: SMITH HIGHWAY: TOLL 49 LABOR DESCRIPTION QTY TASK HRS RATE AMT TOTAL LABOR COST 25% LABOR MARKUP 55% LABOR BURDEN SUBTOTAL 1% BOND LABOR TOTAL EQUIPMENT DESCRIPTION QTY TASK HRS RATE AMT TOTAL EQUIPMENT COST 15% EQUIPMENT MARKUP SUBTOTAL 1% BOND EQUIPMENT TOTAL MATERIALS DESCRIPTION QTY UNIT RATE AMT TOTAL MATERIAL COST 25% MATERIAL MARKUP SUBTOTAL 1% BOND MATERIAL TOTAL SUBCONTRACTORS DESCRIPTION QTY UNIT RATE AMT Mile Markers - Option A 10 BWG 1 SAP mile marker (single sided) 66 EA $ 375.00 $ 24,750.00 TOTAL SUBCONTRACTOR COST $ 24,750.00 5% SUBCONTRACTOR MARKUP $ 1,237.50 SUBTOTAL $ 25,987.50 1% BOND $ 259.88 SUBCONTRACTOR TOTAL $ 26,247.38 TOTAL COST $ 26,247.38 SUBCONTRACTORS DESCRIPTION QTY UNIT RATE AMT Mile Markers - Option B TWT 1 WAP mile marker (single sided) 66 EA $ 288.00 $ 19,008.00 TOTAL SUBCONTRACTOR COST $ 19,008.00 5% SUBCONTRACTOR MARKUP $ 950.40 SUBTOTAL $ 19,958.40 1% BOND $ 199.58 SUBCONTRACTOR TOTAL $ 20,157.98 TOTAL COST $ 20,157.98 9/15/2016

C K C K C K D D D E E E F F F B 1 G G G B 2 H D J A B 3 D10-1 G G D J A D10-2 G Optically space numerals about centerline. D A D10-3 * Reduce spacing 50% A B 1 B 2 B 3 C D E F G H J K 6** 12 18 24.5 2 2CV-2W* 2 4CV-6W 2 2 1 10 18 27 36.5 3 4CV-2W* 2 6CV-6W 3 3 1.5 12 24 36 48.5 3 4CV-2W 3 10CV-6W 4 2.5 1.5 ** For bicycle use COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - GREEN (RETROREFLECTIVE) 3-107 TEXAS

DN: CK: DW: CK: GENERAL NOTES DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion of this standard to other formats or for incorrect results or damages resulting from its use. REQUIREMENTS FOR INDEPENDENT MOUNTED ROUTE SIGNS SHEETING REQUIREMENTS USAGE COLOR SIGN FACE MATERIAL BACKGROUND WHITE TYPE A SHEETING BACKGROUND ALL OTHERS TYPE B OR C SHEETING LEGEND & BORDERS WHITE TYPE A SHEETING LEGEND & BORDERS BLACK ACRYLIC NON-REFLECTIVE FILM LEGEND & BORDERS ALL OTHERS TYPE B or C SHEETING REQUIREMENTS FOR BLUE, BROWN & GREEN D AND I SERIES GUIDE SIGNS SHEETING REQUIREMENTS USAGE COLOR SIGN FACE MATERIAL BACKGROUND ALL TYPE B OR C SHEETING LEGEND & BORDERS WHITE TYPE D SHEETING LEGEND, SYMBOLS ALL OTHERS TYPE B OR C SHEETING & BORDERS 1. Signs to be furnished shall be as detailed elsewhere in the plans and/or as shown on sign tabulation sheet. Standard sign designs and arrow dimensions can be found in the "Standard Highway Sign Designs for Texas" (SHSD). 2. White legend shall use the Clearview Alphabet. The following Clearview fonts shall be used to replace the existing white Federal Highway Administration (FHWA) Standard Highway Alphabets, when not specified in the SHSD, or in the plans. B CV-1W C CV-2W D CV-3W E CV-4W Emod CV-5WR F CV-6W 3. Route sign legend (ie. IH, US, SH and FM shields) shall use the Federal Highway Administration (FHWA) Standard Highway Alphabets B, C, D, E, Emod or F). 4. Lateral spacing between letters and numerals shall conform with the SHSD, and any approved changes thereto. Lateral spacing of legend shall provide a balanced appearance when spacing is not shown. 5. Independent mounted route sign with white or colored legend and borders shall be applied by screening process with transparent color ink, transparent colored overlay film to white background sheeting or cut-out white sheeting to colored background sheeting, or combination thereof. White legend, symbols and borders on all other signs shall be cut-out white sheeting applied to colored background sheeting. 6. Information regarding borders and radii for signs is found in the "Standard Highway Sign Designs for Texas". Dimensions shown and described for borders and corner radii on parent sign are nominal. Borders may vary in width as much as 1/2 inch. Corner radii above 3 inches may vary in width as much as 1 inch. Borders and corner radii within a parent sign must be of matching widths. The sign area outside the corner radius should be trimmed or rounded. 7. Sign substrate shall be any material that meets the Departmental Material Specification requirements of DMS-7110 or approved alternative. 8. Mounting details of roadside signs are shown in the "SMD series" Standard Plan Sheets. DEPARTMENTAL MATERIAL SPECIFICATIONS ALUMINUM SIGN BLANKS DMS-7110 SIGN FACE MATERIALS DMS-8300 ALUMINUM SIGN BLANKS THICKNESS Square Feet Minimum Thickness Less than 7.5 0.080 7.5 to 15 0.100 Greater than 15 0.125 The Standard Highway Sign Designs for Texas (SHSD) can be found at the following website. http://www.txdot.gov/ Traffic Operations Division Standard TYPICAL SIGN REQUIREMENTS TSR(3)-13 TYPICAL EXAMPLES TYPICAL EXAMPLES FILE: C TxDOT tsr3-13.dgn October 2003 TxDOT TxDOT TxDOT TxDOT CONT SECT JOB HIGHWAY DATE: FILE: 12-03 9-08 7-13 REVISIONS DIST COUNTY SHEET NO. 3