2020/07/21 · Hanson Professional Services Inc. PROJECT ADDENDUM Project Title: County Road Improvement Program for Miles Rd and Rhodes Ranch Rd Owner: McMullen County TCDP Project

Hanson Professional Services Inc.PROJECT ADDENDUM

Project Title: County Road Improvement Program for Miles Rd and Rhodes Ranch Rd

Owner: McMullen County

TCDP Project No: Hanson Project No: 19L0050

Addendum Number: Two (2) Date of Issue: 07/21/2020

Bid Date & Time: August 4, 2020 Page 1 of 74

NOTICE TO ALL BID DOCUMENT HOLDERS:The following changes to the Contract Documents and Bid Date are issued by the Engineer and shall have the same force and affect as though part of the original issue. Bidders are hereby notified that they shall incorporate this addendum into their bids, and it shall be construed that the contractor's bid shall reflect with full knowledge all items, changes, and modifications to the Contract Documents herein specified. Bidders shall acknowledge receipt of this addendum in the space provided on the bid form, Section 000110 - Table of Contents, have been revised. This addendum consists of 74 pages.

CHANGES TO THE TABLE OF CONTENTS :

1. Revision of Technical Specifications:a. Revision to Section 000110 Technical Specifications to:

i. Remove specification listing of items: 112. Add specification item 666ii. Remove Geogrid Reinforcement specification. Add specification item DMS-

6240b. Revision to Section 004200 Proposal to:

i. Add item 46 and item 47ii. Edit item 34 to read DMS 6240 for Geogrid.

CHANGES TO THE PLANS : 1. Revision of Index of Sheets

a. Add Pavement Marking pages to the Index of Sheets. 2. Revision to the General Notes

a. Edit the Notes for Roadway and for the Ditch grading.3. Revision to the Typical Section

a. Edit Notes for the geogrid and the ditch regrading4. Revision to the Ditch Typical Section

a. Edit Notes to show that the ditch regrading is subsidiary to the Earthwork cut/fill5. Revision to the Summary of Small Signs

a. Edit the quantity and the location of small signs.6. Revision to the Driveway Detail

a. Add note concerning privately owned cattle guards.

ACTION ITEMS:1. Remove sheets 1-15, of the Contract Documents and Specifications from Addendum No.

1 and replace/update with the following pages.

ADDENDUM NO. 2Page 2

2. Remove sheets 2-4, 7-8, 18-19, 59C-59R, and 120E-120HH of the Construction Plans and replace with the following pages.

ALL OTHER REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS REMAIN IN EFFECT. THIS ADDENDUM SHALL BE ATTACHED TO AND MADE A PART OF THE DRAWINGS AND SPECIFICATIONS.

Signed : Gregory Howard, P.E. Project Engineer

Hanson Professional ServicesFirm Registration No. F-417

Project ID: 19L0050: Miles and Rhodes Ranch Road

Procurement and Contracting Requirements

Page 1 of 15 PROPOSAL – 00 42 00.00

SECTION 00 42 00.00PROPOSAL

DATE:

PROPOSAL of (hereinafter called "Bidder"),

either a corporation organized and existing under the laws of the State of Texas, or a partnership, or an

individual doing business as .

TO: MCMULLEN COUNTY(Hereinafter called "Owner")

RE: COUNTY ROAD IMPROVEMENTS FOR MILES ROAD AND RHODES RANCH ROAD Gentlemen:

The Bidder, in compliance with your invitation for Bids for the above referenced project together with all

appurtenances, having examined the Drawings and Specifications and related documents and the site of the

proposed work and being familiar with all the conditions surrounding the construction of the proposed Project

including the availability of labor and materials, hereby proposes to furnish all labor, materials, and supplies,

and to construct the Project in accordance with the Contract Documents and Addenda thereto, within the time

set forth therein, for the price stated below. This price is to cover all expenses incurred in performing the

work required under the Contract Documents, of which this Proposal is a part.

The Bidder hereby agrees to commence work under this Contract on or before a date to be specified in a

written "Notice to Proceed" from the Owner and to complete portions of the Project as shown by the

milestone dates as indicated on this Proposal.

Bidder hereby acknowledges receipt of the following Addenda:

The Bidder agrees to perform all work shown on the Drawings and described in the Specifications for the

following prices:

Project ID: 19L0050 Procurement and Contracting Requirements

ITEMNO. ESTIMATED QUANTITY & UNITS DESCRIPTION


BASE BID

1. 1 LS Traffic Control, including all labor, materials, equipment, maintenance, and incidentals required for installation and maintenance in accordance with the Drawings and Specifications, complete in place, for the unit price of:

$ . $Total Price (Figures) Total Price (Figures in Written Words)

2. 1 LS Storm Water Pollution Controls, including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of required devices, required permits and drawings in accordance with the Drawings and Specifications, complete in place, for the unit price of:


3. 1 LS Mobilization, including all labor, materials, equipment, maintenance, and incidentals required for the installation and maintenance in accordance with the Drawings and Specifications, complete in place, for the unit price of:


4. 15,486.92 CY Earthwork Cut Volume, including, delivering, watering, lay down, rolling, materials, equipment, and incidentals in accordance with Plans and Specifications, complete in place, for the unit price of:

$ . $Unit Price (Figures) Unit Price (Figures in Written Words)


5. 17,653.27 CY Earthwork Fill Volume (Density Control), including, delivering, watering, lay down, rolling, materials, equipment, and incidentals in accordance with Plans and Specifications, complete in place, for the unit price of:






6. 2,169.4 SY Surface Treatment Driveways (Seal Coat), including, delivering, lay down, rolling, materials, equipment, and incidentals in accordance with Plans and Specifications, complete in place, for the unit price of:



7. 171 LF Removal of Drainage Pipe (CMP) single barrel 12” diameter, including all labor, materials, equipment, excavation, maintenance, and incidentals required for removal of indicated structures including but not limited to headwalls, safety end treatments, and piping and maintenance in accordance with the Drawings and Specifications, complete in place, for the unit price of:






























15. 310 LF Installation of Drainage Piping (RC Pipe Cl. III, tongue and groove) single barrel 18” diameter, including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:


$ . $Total Price (Figures) Total Price (Figures in Written Words

16. 60 LF Installation of Drainage Piping (RC Pipe Cl. III, tongue and groove) double barrel 18” diameter, including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



17. 120 LF Installation of Precast Concrete Box Culvert) Double Barrel 5’x2’, Fill <2’ including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:






18. 210 LF Installation of Precast Concrete Box Culvert Triple Barrel 5’x2’, Fill <2’ including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



19. 160 LF Installation of Precast Concrete Box Culvert Quadruple Barrel 5’x2’, Fill <2’ including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



20. 30 LF Installation of Precast Concrete Box Culvert Single Barrel 5’x3’, Fill <2’ including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



21. 120 LF Installation of Precast Concrete Box Culvert Double Barrel 5’x3’, Fill <2’ including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:






22. 280 LF Installation of Precast Concrete Box Culvert Quadruple Barrel 5’x3’, Fill <2’ including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



23. 2 EA Concrete Headwalls (CH-PW-0), Double Barrel 18” Diameter RCP including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



24. 4 EA Concrete Wingwalls (PW-0), 5’x2’ Double Barrel Concrete Box Culvert including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



25. 4 EA Concrete Wingwalls (PW-0), 5’x2’ Triple Barrel Concrete Box Culvert including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:






26. 2 EA Concrete Wingwalls (PW-0), 5’x3’ Single Barrel Concrete Box Culvert including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



27. 4 EA Concrete Wingwalls (PW-0), 5’x3’ Double Barrel Concrete Box Culvert including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



28. 2 EA Concrete Wingwalls (PW-0), 5’x3’ Quadruple Barrel Concrete Box Culvert including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



29. 2 EA Concrete Wingwalls (FW-0) (3:1), 5’x2’ Quadruple Barrel Concrete Box Culvert including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:






30. 2 EA Concrete Wingwalls (FW-0) (3:1), 5’x3” Quadruple Barrel Concrete Box Culvert including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of indicated structures in accordance with the Drawings and Specifications, complete in place, for the unit price of:



31. 14.59 CY Concrete Riprap Cl. B (Concrete Box Culvert Flared Wingwall Apron), including all labor, materials, equipment, excavation, delivering, spreading, shaping, compaction to acceptable density, maintenance, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:



32. 22 EA Object Markers TY 2 (Drivable), including all labor, materials, equipment, excavation, backfill, compaction, maintenance, and incidentals required for the installation of Object Marker Shurtite Product [(D-SW) SZ 4 (FLX) (GND) (BI)] in accordance with the Drawings and Specifications, complete in place, for the unit price of:



33. 542 STATIONS Reworking Existing Subgrade/Base Ty. C – 6” depth, including all labor, equipment, excavation, spreading, shaping to 2% cross-slope, compaction to ordinary compaction density at optimum moisture content, maintenance, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:





Page 10 of 15 PROPOSAL – 00 42 00.00

34. 176,003 SY GeoGrid Base Reinforcement Ty II, including all labor, materials, equipment, delivering, placement, maintenance, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:



35. 176,003 SY 6” Limestone Rock Asphalt Base (LRA Base) ONLY, Ty. A, Grade 3, (Min. Plasticity Index = 0), including all labor, materials, equipment, excavation, delivering, spreading, shaping, compaction to acceptable density, maintenance, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:



36. 56,863 GAL 1st Course Surface Treatment Asphalt (AC-10), including Asphalt application, delivering, lay down, labor, materials, equipment, and incidentals in accordance with Plans and Specifications, complete in place, for the unit price of:



37. 1,912 CY 1st Course Surface Treatment Aggregate (TY PE Gr. 3 or 3S – SAC-B), including, delivering, lay down, rolling, materials, equipment, and incidentals in accordance with Plans and Specifications, complete in place, for the unit price of:





Page 11 of 15 PROPOSAL – 00 42 00.00

38. 51,989 GAL 2nd Course Surface Treatment Asphalt(AC-15P), including Asphalt application, delivering, lay down, labor, materials, equipment, and incidentals in accordance with Plans and Specifications, complete in place, for the unit price of:



39. 1,414 CY 2nd Course Surface Treatment Aggregate (TY PE Gr. 4 or 4S – SAC-B), including, delivering, lay down, rolling, materials, equipment, and incidentals in accordance with Plans and Specifications, complete in place, for the unit price of:



40. 515 SY Mailbox Turnouts (Surface Treatment), including all labor, materials, equipment, tools, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:



41. 2 EA Connection to TxDOT Highways, including all permits, labor, materials, equipment, excavation, delivering, spreading, shaping, compaction to acceptable density at optimum moisture content, maintenance, and incidentals required for the repairs to the pavement in accordance with the Drawings and Specifications, complete in place, for the unit price of:





Page 12 of 15 PROPOSAL – 00 42 00.00

42. 72 SF TYPE A - ALUMINUM SIGN 36”x36”, (IN SM RD SN SUP&AM TY10BWG(1)SA(P)), (REFER TO SIGN HOUSING AS SHOWN IN THE PLAN DETAILS) including all labor, materials, equipment, tools, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:



43. 20 EA Chevron Sign Assemblies (Back-to-Back Chevrons)(18”x24”) (REFER TO SIGN HOUSING AS SHOWN IN THE PLAN DETAILS) including all labor, materials, equipment, tools, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:



44. 14 EA Solar Chevron Sign Assemblies (Back-to-Back with regular Chevron Assembly)(18”x24”) (REFER TO SIGN HOUSING AS SHOWN IN THE PLAN DETAILS) including all labor, materials, equipment, tools, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:



45. 42 EA (IN SM RD SN SUP&AM TY10BWG(1)SA(P)), Warning Sign Assemblies (REFER TO SIGN HOUSING AS SHOWN IN THE PLAN DETAILS) including all labor, materials, equipment, tools, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:





Page 13 of 15 PROPOSAL – 00 42 00.00

46. 11,480 LF REFL PAV MRK TY II (Y) 4” (BRK) Paint with glass beads including all labor, materials, equipment, tools, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:


$ . $

47. 8,366 LF REFL PAV MRK TY II (Y) 4” (SLD) Paint with glass beads including all labor, materials, equipment, tools, and incidentals required for the installation in accordance with the Drawings and Specifications, complete in place, for the unit price of:


$ . $

TOTAL BASE BID

$ . Total Base Bid (Items 1-44) (Figures)

$Total Base Bid (Items 1-44) (Figures in Written Words)

The Bidder agrees to complete the entire Base Bid Work within 200 calendar days.

Departmental Materials Specification DMS-6240

Construction Division 1 – 4 Effective Date: July 2017

DMS-6240

Geogrid for Base / Embankment Reinforcement Effective Date: July 2017

1. DESCRIPTION

This Specification governs the materials, composition, quality, sampling, testing, and Quality Monitoring Program (QMP) for synthetic geogrid. Install geogrid in accordance with the lines and grades shown on the plans. Two grades of geogrid, Types 1 and 2, are specified for different loads.

2. UNITS OF MEASUREMENTS

The values given in parentheses (if provided) are not standard and may not be exact mathematical conversions. Use each system of units separately. Combining values from the two systems may result in nonconformance with the standard.

3. DEFINITIONS

3.1. Geogrid—a synthetic planar structure formed by a regular network of integrally connected polymeric tensile elements with apertures designed to interlock with the surrounding fill material. Geogrid is used for the reinforcement of roadway base or embankment materials. Other uses are in accordance with the governing Specification and the plans.

3.2. Producer—a manufacturer of any of the products covered by this Specification or a company that sells its product under a private label agreement with a manufacturer.

4. MATERIAL PRODUCER LIST

The Materials and Pavements Section of the Construction Division (CST/M&P) maintains the Material Producer List (MPL) of all materials conforming to the requirements of this Specification. Materials appearing on the MPL, entitled “Geogrid for Base / Embankment Reinforcement,” require no further sampling and testing before use, unless deemed necessary by the Project Engineer or CST/M&P.

5. BIDDERS’ AND SUPPLIERS’ REQUIREMENTS

The Department will only purchase or allow on projects those products listed by producer and product code or designation shown on the MPL.

Use of pre-qualified product does not relieve the Contractor of the responsibility to provide product that meets this Specification. The Department may inspect or test material at any time and reject any material that does not meet the specifications.

6. PRE-QUALIFICATION PROCEDURE

6.1. Independent Testing. Prospective producers must have an independent laboratory test their material in accordance with the requirements listed in Section 8.

6.2. Pre-Qualification Request. Submit a request for evaluation under DMS-6240 to [email protected].

http://ftp.dot.state.tx.us/pub/txdot-info/cmd/mpl/gridber.pdf

mailto:[email protected]



Include the following information in the request:

company name;

physical and mailing addresses;

contact person, phone number, and email address;

product name and designation;

independent laboratory test report with test data showing compliance of the material

with all requirements listed in this Specification; and

name of product manufacturer, if private labeling.

6.3. Pre-Qualification Sample. CST/M&P will contact producers and request samples for evaluation. Submit sample to the Texas Department of Transportation, CST/M&P (CP51), 9500 North Lake Creek Parkway, Austin, TX 78717.

Submit all materials for pre-qualification at no cost to the Department.

6.4. Evaluation. CST/M&P will notify prospective bidders and suppliers after completion of material evaluation.

6.4.1. Qualification. If approved for Department use, CST/M&P will accept the product to the QMP and add it to the MPL.

Report changes in the composition or in the manufacturing process of any material to CST/M&P. Significant changes reported by the producer, as determined by the Director of CST/M&P, may require a re-evaluation of performance. The Department reserves the right to conduct whatever tests it deems necessary to identify a pre-qualified material and determine if there is a change in the composition, manufacturing process, or quality that may affect its durability or performance. In case of variance, the Department’s tests will govern.

6.4.2. Failure. Producers not qualified under this Specification will neither be accepted to the QMP nor added to the MPL and may not furnish materials for use on Department projects.

Producers failing to qualify may submit a request for re-evaluation after 3 months have elapsed from the date of the original request. CST/M&P may modify this time limit at its discretion. In the request for re-evaluation, document the cause of the issue and corrective action taken.

The Department normally bears the costs of sampling and testing; however, the producer will bear the costs associated with materials failing to conform to the requirements of this Specification. The Director of CST/M&P will assess this cost at the time of testing, and amounts due will be billed to the producer.

7. QUALITY MONITORING REQUIREMENTS

CST/M&P will re-qualify materials in the QMP every 2 years.

7.1. Quality Monitoring (QM) Sample. Submit a sample of each pre-qualified material to CST/M&P every 2 years for testing. Include with the sample a recent test report from an independent laboratory showing compliance with the requirements of Article 8.

Submit samples and test reports at least 1 month before the beginning of the pre-qualification period to allow sufficient time for testing. Late submittals may cause delayed posting on the MPL.

7.2. Quality Control (QC) Test Reports. Producers accepted to the QMP must perform their own QC testing to verify compliance with this Specification. Testing is required for every material that is pre-qualified under the QMP.



Suppliers who private label geogrid may keep QC reports from the material manufacturer, but these records must be readily available for inspection by Department representatives Producers must maintain a complete record of all QC test reports for the previous and current calendar year.

7.3. Periodic Evaluation. The Department reserves the right to conduct random sampling and testing of pre-qualified materials to verify performance and Specification compliance and to perform random audits of documentation. Department representatives may sample material from the project site and the warehouse. Sampling will be in accordance with Tex-735-I, and testing will be in accordance with Tex-621-J.

Failure of materials to comply with the requirements of this Specification as a result of periodic evaluation may be cause for removal of those materials from the QMP and the MPL. In case of variance, the Department’s tests will govern.

7.4. Disqualification. Causes for disqualification and removal from the QMP and the MPL may include, but are not limited to:

falsification of documentation,

producer fails to report any change in material composition or manufacturing process to CST/M&P,

material fails to meet the requirements of this Specification as a result of periodic evaluation,

producer fails to comply with the documentation requirements of this Specification, or

producer has unpaid charges for failing samples.

CST/M&P will remove disqualified producers from the QMP and the MPL and will not allow submission of material for re-qualification for 12 months, at the discretion of the Department.

7.5. Re-Qualification. Once the disqualification period established by CST/M&P has elapsed, producers disqualified and removed from the MPL may begin the re-qualification process by submitting a request in accordance with Section 6.2, including additional documentation identifying the cause of the problem and corrective action taken. The re-qualification process will then follow all subsequent Sections of Articles 6 and 7.

The Department normally bears the costs of sampling and testing; however, the disqualified producer will bear the costs associated with re-qualification. The Director of CST/M&P will assess this cost at the time of re-evaluation, and amounts due will be billed to the producer.

8. MATERIAL REQUIREMENTS

8.1. General Requirements. The structure should be capable of maintaining dimensional stability during placement and under normal construction traffic.

The geogrid must be resistant to damage during construction, including ultraviolet degradation, and it must have long-term resistance to chemical and biological degradation caused by the materials being reinforced.

8.2. Physical Requirements. The geogrid must meet the requirements listed in Table 1 when tested in accordance with Tex-621-J.



Table 1 Geogrid Requirements

Property Type 1 Type 2

Aperture Size, mm (in.) 25–51 (1.0–2.0) 25–51 (1.0–2.0)

Percent Open Area, % 70 Min 70 Min

Thickness, mm (in.) MD ribs CMD ribs Junctions

0.77 (0.03) Min 0.64 (0.025) Min 1.50 (0.06) Min

1.27 (0.05) Min 1.15 (0.045) Min 2.54 (0.10) Min

Junction Efficiency, % of rib ultimate tensile strength

MD & CMD 90 Min 90 Min

Aperture Shape Square or Rectangular Square or Rectangular Equilateral Triangular

Ribs per Node 4 4 6

Tensile Modulus @ 2% elongation1, N/m (lb./ft.)

MD & CMD

204,260 (14,000) Min -

291,000 (20,000) Min 175,080 (12,000) Min

1. Determined as a secant modulus without offset allowances.

Note—MD and CMD do not necessarily refer to the machine (warp) and cross machine (fill) directions in the manufacturing process. They refer, for drawn products, to the more (CMD) or less (MD) highly drawn ribs where the aperture dimensions are unequal.

9. PACKAGING AND IDENTIFICATION

9.1. Packaging. Package the geogrid in rolls of the length and width specified on the plans, as directed by the Engineer, or as specified in the purchase order awarded by the State.

Each roll should be one continuous piece packaged in a suitable sheath, wrapper, or container to protect the geogrid from damage due to ultraviolet light, moisture, and normal storage and handling.

9.2. Identification. Identify each roll with a tag or label securely affixed to the outside of the roll on one end. List the following information on the label:

unique roll number, serially designated,

lot or control number,

name of producer,

style or catalog description of product, and

roll width and length.

10. MEASUREMENT AND PAYMENT

10.1. Procurement by the State. Measurement and payment for all materials governed by this Specification will be in accordance with the conditions prescribed in the purchase order awarded by the State.

10.2. Contracts. Measurement and payment for all materials governed by this Specification and utilized in the performance of work specified in the Contract will be considered subsidiary to the governing bid item in the Contract.

11. ARCHIVED VERSIONS

Archived versions are available.


Page 14 of 15 PROPOSAL – 00 42 00.00

IMPORTANT

Amounts are to be shown in both words and figures. In case of discrepancy, the amount shown in words will govern.

The above prices shall include all labor, materials, overhead, profit, bonding, insurance, etc., to cover the finished work of the several kinds called for, including that of that of all subcontractors.

The Bidder understands that the Owner reserves the right to reject any or all Bids and to waive any informalities in the Bidding.

The Bidder agrees that this bid shall be good and may not be withdrawn for a period of sixty (60) calendar days after the scheduled closing time for receiving bids. The undersigned Bidder hereby declares that he agrees to do the work and that no representations made by the Owner are in any sense a warranty, but are mere estimates for the guidance of the Contractor.

The undersigned Bidder hereby declares that he agrees to do the work, and that no representations made by the Owner are in any sense a warranty, but are mere estimates for the guidance of the Contractor.

Upon receipt of the notice of acceptance of the Bid, the Bidder will execute the formal Contract attached within ten (10) days and will deliver Performance and Payment Bonds, as required by the Contract.

The undersigned agrees that if awarded the Contract for the work, he will guarantee the work against defects in materials and workmanship for a period of one (1) year following completion of the work and acceptance by the Owner.

The business entity must have completed Form 1295 electronically with the Texas Ethics Commission by the time the entity submits the signed contract to the County. Instructural videos and a FAQ about how to register and file a Form 1295 are available on the Texas Ethics Commission’s website: https://www.ethics.state.tx.us/filinginfo/1295/ .

Respectfully submitted,

By:

Title: (SEAL)(If Bid is by Corporation)

Bidder Information:Physical Address:

Street Suite

City State Zip code

Mailing Address: Street Suite

City State Zip code

Phone Number: ( )

Facsimile Number: ( )

Email

https://www.ethics.state.tx.us/filinginfo/1295/


Page 15 of 15 PROPOSAL – 00 42 00.00

END OF SECTION

SHEET INDEX

Hanson Professional Services Inc.

Corpus Chrisiti, Texas 784114501 Gollihar Rd.

Phone: (361) 814-9900

Offices Nationwidewww.hanson-inc.com (800) 677-2831

NUMBER REVISION DATE DRAWNTBPE F-417

TBPGTBPLS F-10039500

TBAE F-BR 2458F-50556

COUNTY ROAD IMPROVEMENTS PROGRAMMcMULLEN COUNTY, TEXAS 241

01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED

PROFESSIONAL ENGINEER

71530JOHN A. HERNANDEZ

STATE OF TEXAS

LICENSED


63382GREGORY C. HOWARD

07/20/2020

22

SHEET INDEX

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

1

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

2

AutoCAD SHX Text

SHEET INDEX

AutoCAD SHX Text

3

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

4

AutoCAD SHX Text

TRAFFIC CONTROL

AutoCAD SHX Text

5

AutoCAD SHX Text

MILES ROAD EXISTING TYPICAL SECTIONS

AutoCAD SHX Text

6

AutoCAD SHX Text

RHODES RANCH ROAD EXISTING TYPICAL SECTIONS

AutoCAD SHX Text

7

AutoCAD SHX Text

PROPOSED TYPICAL SECTIONS

AutoCAD SHX Text

8

AutoCAD SHX Text

PROPOSED TYPICAL DITCH REGRADE

AutoCAD SHX Text

9

AutoCAD SHX Text

PROPOSED TYPICAL DRIVEWAY DETAIL

AutoCAD SHX Text

10

AutoCAD SHX Text

EARTHWORK SUMMARY - MILES CO RD

AutoCAD SHX Text

11

AutoCAD SHX Text

EARTHWORK SUMMARY - MILES CO RD

AutoCAD SHX Text

12

AutoCAD SHX Text

EARTHWORK SUMMARY - RHODES CO RD

AutoCAD SHX Text

13

AutoCAD SHX Text


AutoCAD SHX Text

14

AutoCAD SHX Text


AutoCAD SHX Text

15

AutoCAD SHX Text

ROADWAY SUMMARY

AutoCAD SHX Text

16

AutoCAD SHX Text

DRAINAGE SUMMARY

AutoCAD SHX Text

17

AutoCAD SHX Text

DRIVEWAY SUMMARY

AutoCAD SHX Text

18

AutoCAD SHX Text

SIGN SUMMARY - MILES ROAD

AutoCAD SHX Text

19

AutoCAD SHX Text

SIGN SUMMARY - RHODE RANCH ROAD

AutoCAD SHX Text

20

AutoCAD SHX Text

SIGN SUMMARY - RHODE RANCH ROAD

AutoCAD SHX Text

21

AutoCAD SHX Text

MILES ROAD ALIGNMENT DATA

AutoCAD SHX Text

22

AutoCAD SHX Text

RHODES RANCH ROAD ALIGNMENT DATA

AutoCAD SHX Text

23

AutoCAD SHX Text

MILES ROAD VERTICAL CURVE DATA

AutoCAD SHX Text

24

AutoCAD SHX Text


AutoCAD SHX Text

25

AutoCAD SHX Text


AutoCAD SHX Text

26

AutoCAD SHX Text

RHODES RANCH ROAD VERTICAL CURVE DATA

AutoCAD SHX Text

27

AutoCAD SHX Text


AutoCAD SHX Text

28

AutoCAD SHX Text


AutoCAD SHX Text

29

AutoCAD SHX Text

MILES CO RD STA. 49+00.00-55+00.00

AutoCAD SHX Text

30

AutoCAD SHX Text

MILES CO RD STA. 55+00.00-61+00.00

AutoCAD SHX Text

31

AutoCAD SHX Text

MILES CO RD STA. 61+00.00-67+00.00

AutoCAD SHX Text

32

AutoCAD SHX Text

MILES CO RD STA. 67+00.00-73+00.00

AutoCAD SHX Text

33

AutoCAD SHX Text

MILES CO RD STA. 73+00.00-79+00.00

AutoCAD SHX Text

34

AutoCAD SHX Text

MILES CO RD STA. 79+00.00-85+00.00

AutoCAD SHX Text

35

AutoCAD SHX Text

MILES CO RD STA. 85+00.00-91+00.00

AutoCAD SHX Text

36

AutoCAD SHX Text

MILES CO RD STA. 91+00.00-97+00.00

AutoCAD SHX Text

37

AutoCAD SHX Text

MILES CO RD STA. 97+00.00-103+00.00

AutoCAD SHX Text

38

AutoCAD SHX Text

MILES CO RD STA. 103+00.00-109+00.00

AutoCAD SHX Text

39

AutoCAD SHX Text

MILES CO RD STA. 109+00.00-115+00.00

AutoCAD SHX Text

40

AutoCAD SHX Text

MILES CO RD STA. 115+00.00-121+00.00

AutoCAD SHX Text

41

AutoCAD SHX Text

MILES CO RD STA. 121+00.00-127+00.00

AutoCAD SHX Text

42

AutoCAD SHX Text

MILES CO RD STA. 127+00.00-133+00.00

AutoCAD SHX Text

43

AutoCAD SHX Text

MILES CO RD STA. 133+00.00-139+00.00

AutoCAD SHX Text

44

AutoCAD SHX Text

MILES CO RD STA. 139+00.00-145+00.00

AutoCAD SHX Text

45

AutoCAD SHX Text

MILES CO RD STA. 145+00.00-151+00.00

AutoCAD SHX Text

46

AutoCAD SHX Text

MILES CO RD STA. 151+00.00-157+00.00

AutoCAD SHX Text

47

AutoCAD SHX Text

MILES CO RD STA. 157+00.00-163+00.00

AutoCAD SHX Text

48

AutoCAD SHX Text

MILES CO RD STA. 163+00.00-169+00.00

AutoCAD SHX Text

49

AutoCAD SHX Text

MILES CO RD STA. 169+00.00-175+00.00

AutoCAD SHX Text

50

AutoCAD SHX Text

MILES CO RD STA. 175+00.00-181+00.00

AutoCAD SHX Text

51

AutoCAD SHX Text

MILES CO RD STA. 181+00.00-187+00.00

AutoCAD SHX Text

52

AutoCAD SHX Text

MILES CO RD STA. 187+00.00-193+00.00

AutoCAD SHX Text

53

AutoCAD SHX Text

MILES CO RD STA. 193+00.00-199+00.00

AutoCAD SHX Text

54

AutoCAD SHX Text

MILES CO RD STA. 199+00.00-205+00.00

AutoCAD SHX Text

55

AutoCAD SHX Text

MILES CO RD STA. 205+00.00-211+00.00

AutoCAD SHX Text

56

AutoCAD SHX Text

MILES CO RD STA. 211+00.00-217+00.00

AutoCAD SHX Text

57

AutoCAD SHX Text

MILES CO RD STA. 217+00.00-223+00.00

AutoCAD SHX Text

58

AutoCAD SHX Text

MILES CO RD STA. 223+00.00-229+00.00

AutoCAD SHX Text

59

AutoCAD SHX Text

MILES CO RD STA. 229+00.00-231+49.54

AutoCAD SHX Text

59A

AutoCAD SHX Text

MILES CO RD CHEVRON SIGN LAYOUT CURVE 2 & 3

AutoCAD SHX Text

59B

AutoCAD SHX Text

MILES CO RD CHEVRON SIGN LAYOUT CURVE 4

AutoCAD SHX Text

59C

AutoCAD SHX Text

MILES CO RD PAVEMENT MARKING LAYOUT STA.51+00.00-STA.61+00.00

AutoCAD SHX Text

59D

AutoCAD SHX Text


AutoCAD SHX Text

59E

AutoCAD SHX Text


AutoCAD SHX Text

59F

AutoCAD SHX Text


AutoCAD SHX Text

59G

AutoCAD SHX Text


AutoCAD SHX Text

59H

AutoCAD SHX Text


AutoCAD SHX Text

59I

AutoCAD SHX Text


AutoCAD SHX Text

59J

AutoCAD SHX Text


AutoCAD SHX Text

59K

AutoCAD SHX Text


AutoCAD SHX Text

59L

AutoCAD SHX Text


AutoCAD SHX Text

59M

AutoCAD SHX Text


AutoCAD SHX Text

59N

AutoCAD SHX Text


AutoCAD SHX Text

59O

AutoCAD SHX Text


AutoCAD SHX Text

59P

AutoCAD SHX Text


AutoCAD SHX Text

59Q

AutoCAD SHX Text


AutoCAD SHX Text

59R

AutoCAD SHX Text


AutoCAD SHX Text

60

AutoCAD SHX Text

RHODES CO RD STA.1+00.00-STA.7+00.00

AutoCAD SHX Text

61

AutoCAD SHX Text


AutoCAD SHX Text

62

AutoCAD SHX Text


AutoCAD SHX Text

63

AutoCAD SHX Text


AutoCAD SHX Text

64

AutoCAD SHX Text


AutoCAD SHX Text

65

AutoCAD SHX Text


AutoCAD SHX Text

66

AutoCAD SHX Text


AutoCAD SHX Text

67

AutoCAD SHX Text


AutoCAD SHX Text

68

AutoCAD SHX Text


AutoCAD SHX Text

69

AutoCAD SHX Text


AutoCAD SHX Text

70

AutoCAD SHX Text


AutoCAD SHX Text

71

AutoCAD SHX Text


AutoCAD SHX Text

72

AutoCAD SHX Text


AutoCAD SHX Text

73

AutoCAD SHX Text


AutoCAD SHX Text

74

AutoCAD SHX Text


AutoCAD SHX Text

75

AutoCAD SHX Text


AutoCAD SHX Text

76

AutoCAD SHX Text


AutoCAD SHX Text

77

AutoCAD SHX Text


AutoCAD SHX Text

78

AutoCAD SHX Text


AutoCAD SHX Text

79

AutoCAD SHX Text


AutoCAD SHX Text

80

AutoCAD SHX Text


AutoCAD SHX Text

81

AutoCAD SHX Text


AutoCAD SHX Text

82

AutoCAD SHX Text


AutoCAD SHX Text

83

AutoCAD SHX Text


AutoCAD SHX Text

84

AutoCAD SHX Text


AutoCAD SHX Text

85

AutoCAD SHX Text


AutoCAD SHX Text

86

AutoCAD SHX Text


AutoCAD SHX Text

87

AutoCAD SHX Text


AutoCAD SHX Text

88

AutoCAD SHX Text


AutoCAD SHX Text

89

AutoCAD SHX Text


AutoCAD SHX Text

90

AutoCAD SHX Text


AutoCAD SHX Text

91

AutoCAD SHX Text


AutoCAD SHX Text

92

AutoCAD SHX Text


AutoCAD SHX Text

93

AutoCAD SHX Text


AutoCAD SHX Text

94

AutoCAD SHX Text


AutoCAD SHX Text

95

AutoCAD SHX Text


AutoCAD SHX Text

96

AutoCAD SHX Text


AutoCAD SHX Text

97

AutoCAD SHX Text


AutoCAD SHX Text

98

AutoCAD SHX Text


AutoCAD SHX Text

99

AutoCAD SHX Text


AutoCAD SHX Text

100

AutoCAD SHX Text


AutoCAD SHX Text

101

AutoCAD SHX Text


AutoCAD SHX Text

102

AutoCAD SHX Text


AutoCAD SHX Text

103

AutoCAD SHX Text


AutoCAD SHX Text

104

AutoCAD SHX Text


AutoCAD SHX Text

105

AutoCAD SHX Text


AutoCAD SHX Text

106

AutoCAD SHX Text


AutoCAD SHX Text

107

AutoCAD SHX Text


AutoCAD SHX Text

108

AutoCAD SHX Text


AutoCAD SHX Text

109

AutoCAD SHX Text


AutoCAD SHX Text

110

AutoCAD SHX Text


AutoCAD SHX Text

111

AutoCAD SHX Text


AutoCAD SHX Text

112

AutoCAD SHX Text


AutoCAD SHX Text

113

AutoCAD SHX Text


AutoCAD SHX Text

114

AutoCAD SHX Text


AutoCAD SHX Text

115

AutoCAD SHX Text


AutoCAD SHX Text

116

AutoCAD SHX Text


AutoCAD SHX Text

117

AutoCAD SHX Text


AutoCAD SHX Text

118

AutoCAD SHX Text


AutoCAD SHX Text

119

AutoCAD SHX Text


AutoCAD SHX Text

120

AutoCAD SHX Text


AutoCAD SHX Text

120A

AutoCAD SHX Text

RHODES CO RD CHEVRON SIGN LAYOUT CURVE 1

AutoCAD SHX Text

120B

AutoCAD SHX Text

RHODES CO RD CHEVRON SIGN LAYOUT CURVE 2, 3 & 4

AutoCAD SHX Text

120C

AutoCAD SHX Text

RHODES CO RD CHEVRON SIGN LAYOUT CURVE 4

AutoCAD SHX Text

120D

AutoCAD SHX Text

RHODES CO RD CHEVRON SIGN LAYOUT CURVE 5 & 6

AutoCAD SHX Text

120E

AutoCAD SHX Text

RHODES CO RD PAVEMENT MARKING LAYOUT STA.1+00.00-STA.13+00.00

AutoCAD SHX Text

120F

AutoCAD SHX Text


AutoCAD SHX Text

120G

AutoCAD SHX Text


AutoCAD SHX Text

120H

AutoCAD SHX Text


AutoCAD SHX Text

120I

AutoCAD SHX Text


AutoCAD SHX Text

120J

AutoCAD SHX Text


AutoCAD SHX Text

120K

AutoCAD SHX Text


AutoCAD SHX Text

120L

AutoCAD SHX Text


AutoCAD SHX Text

120M

AutoCAD SHX Text


AutoCAD SHX Text

120N

AutoCAD SHX Text


AutoCAD SHX Text

120O

AutoCAD SHX Text


AutoCAD SHX Text

120P

AutoCAD SHX Text


AutoCAD SHX Text

120Q

AutoCAD SHX Text


AutoCAD SHX Text

120R

AutoCAD SHX Text


AutoCAD SHX Text

120S

AutoCAD SHX Text


AutoCAD SHX Text

120T

AutoCAD SHX Text


AutoCAD SHX Text

120U

AutoCAD SHX Text


AutoCAD SHX Text

120V

AutoCAD SHX Text


AutoCAD SHX Text

120W

AutoCAD SHX Text


AutoCAD SHX Text

120X

AutoCAD SHX Text


AutoCAD SHX Text

120Y

AutoCAD SHX Text


AutoCAD SHX Text

120Z

AutoCAD SHX Text


AutoCAD SHX Text

120AA

AutoCAD SHX Text


AutoCAD SHX Text

120BB

AutoCAD SHX Text


AutoCAD SHX Text

120CC

AutoCAD SHX Text


AutoCAD SHX Text

120DD

AutoCAD SHX Text


AutoCAD SHX Text

120EE

AutoCAD SHX Text


AutoCAD SHX Text

120FF

AutoCAD SHX Text


AutoCAD SHX Text

120GG

AutoCAD SHX Text


AutoCAD SHX Text

120HH

AutoCAD SHX Text


AutoCAD SHX Text

121

AutoCAD SHX Text

SCP-5

AutoCAD SHX Text

122

AutoCAD SHX Text

SCP-MD

AutoCAD SHX Text

123

AutoCAD SHX Text

CH-PW-0

AutoCAD SHX Text

124

AutoCAD SHX Text

FW-0

AutoCAD SHX Text

125

AutoCAD SHX Text

FW-S

AutoCAD SHX Text

126

AutoCAD SHX Text

PW

AutoCAD SHX Text

127

AutoCAD SHX Text

BC(1) - 14

AutoCAD SHX Text

128

AutoCAD SHX Text

BC(2) - 14

AutoCAD SHX Text

129

AutoCAD SHX Text

BC(4) - 14

AutoCAD SHX Text

130

AutoCAD SHX Text

BC(5) - 14

AutoCAD SHX Text

131

AutoCAD SHX Text

BC(8) - 14

AutoCAD SHX Text

132

AutoCAD SHX Text

BC(9) - 14

AutoCAD SHX Text

133

AutoCAD SHX Text

BC(10) - 14

AutoCAD SHX Text

134

AutoCAD SHX Text

TCP (1-2) - 18

AutoCAD SHX Text

135

AutoCAD SHX Text

TCP (1-6) - 18

AutoCAD SHX Text

136

AutoCAD SHX Text

TCP (2-2) - 18

AutoCAD SHX Text

137

AutoCAD SHX Text

TCP (7-1) - 17

AutoCAD SHX Text

138

AutoCAD SHX Text

WZ(TD)-13

AutoCAD SHX Text

139

AutoCAD SHX Text

D & OM (1) - 15

AutoCAD SHX Text

140

AutoCAD SHX Text

D & OM (2) - 15

AutoCAD SHX Text

141

AutoCAD SHX Text

D & OM (3) - 15B

AutoCAD SHX Text

142

AutoCAD SHX Text

D & OM (4) - 15

AutoCAD SHX Text

143

AutoCAD SHX Text

SLIPBASE HOUSING

AutoCAD SHX Text

144

AutoCAD SHX Text

SMD(GEN)-08

AutoCAD SHX Text

145

AutoCAD SHX Text

SMD (SLIP-1) - 08

AutoCAD SHX Text

146

AutoCAD SHX Text

SMD (SLIP-2) - 08

AutoCAD SHX Text

147

AutoCAD SHX Text

MILES CO RD SECTIONS STA.51+00-STA.56+00

AutoCAD SHX Text

148

AutoCAD SHX Text


AutoCAD SHX Text

149

AutoCAD SHX Text


AutoCAD SHX Text

150

AutoCAD SHX Text


AutoCAD SHX Text

151

AutoCAD SHX Text


AutoCAD SHX Text

152

AutoCAD SHX Text


AutoCAD SHX Text

153

AutoCAD SHX Text


AutoCAD SHX Text

154

AutoCAD SHX Text


AutoCAD SHX Text

155

AutoCAD SHX Text


AutoCAD SHX Text

156

AutoCAD SHX Text


AutoCAD SHX Text

157

AutoCAD SHX Text


AutoCAD SHX Text

158

AutoCAD SHX Text


AutoCAD SHX Text

159

AutoCAD SHX Text


AutoCAD SHX Text

160

AutoCAD SHX Text


AutoCAD SHX Text

161

AutoCAD SHX Text


AutoCAD SHX Text

162

AutoCAD SHX Text


AutoCAD SHX Text

163

AutoCAD SHX Text


AutoCAD SHX Text

164

AutoCAD SHX Text


AutoCAD SHX Text

165

AutoCAD SHX Text


AutoCAD SHX Text

166

AutoCAD SHX Text


AutoCAD SHX Text

167

AutoCAD SHX Text


AutoCAD SHX Text

168

AutoCAD SHX Text


AutoCAD SHX Text

169

AutoCAD SHX Text


AutoCAD SHX Text

170

AutoCAD SHX Text


AutoCAD SHX Text

171

AutoCAD SHX Text


AutoCAD SHX Text

172

AutoCAD SHX Text


AutoCAD SHX Text

173

AutoCAD SHX Text


AutoCAD SHX Text

174

AutoCAD SHX Text


AutoCAD SHX Text

175

AutoCAD SHX Text


AutoCAD SHX Text

176

AutoCAD SHX Text


AutoCAD SHX Text

177

AutoCAD SHX Text


AutoCAD SHX Text

178

AutoCAD SHX Text

RHODES CO RD SECTIONS STA.1+00-STA.6+00

AutoCAD SHX Text

179

AutoCAD SHX Text


AutoCAD SHX Text

180

AutoCAD SHX Text


AutoCAD SHX Text

181

AutoCAD SHX Text


AutoCAD SHX Text

182

AutoCAD SHX Text


AutoCAD SHX Text

183

AutoCAD SHX Text


AutoCAD SHX Text

184

AutoCAD SHX Text


AutoCAD SHX Text

185

AutoCAD SHX Text


AutoCAD SHX Text

186

AutoCAD SHX Text


AutoCAD SHX Text

187

AutoCAD SHX Text


AutoCAD SHX Text

188

AutoCAD SHX Text


AutoCAD SHX Text

189

AutoCAD SHX Text


AutoCAD SHX Text

190

AutoCAD SHX Text


AutoCAD SHX Text

191

AutoCAD SHX Text


AutoCAD SHX Text

192

AutoCAD SHX Text


AutoCAD SHX Text

193

AutoCAD SHX Text


AutoCAD SHX Text

194

AutoCAD SHX Text


AutoCAD SHX Text

195

AutoCAD SHX Text


AutoCAD SHX Text

196

AutoCAD SHX Text


AutoCAD SHX Text

197

AutoCAD SHX Text


AutoCAD SHX Text

198

AutoCAD SHX Text


AutoCAD SHX Text

199

AutoCAD SHX Text


AutoCAD SHX Text

200

AutoCAD SHX Text


AutoCAD SHX Text

201

AutoCAD SHX Text


AutoCAD SHX Text

202

AutoCAD SHX Text


AutoCAD SHX Text

203

AutoCAD SHX Text


AutoCAD SHX Text

204

AutoCAD SHX Text


AutoCAD SHX Text

205

AutoCAD SHX Text


AutoCAD SHX Text

206

AutoCAD SHX Text


AutoCAD SHX Text

207

AutoCAD SHX Text


AutoCAD SHX Text

208

AutoCAD SHX Text


AutoCAD SHX Text

209

AutoCAD SHX Text


AutoCAD SHX Text

210

AutoCAD SHX Text


AutoCAD SHX Text

211

AutoCAD SHX Text


AutoCAD SHX Text

212

AutoCAD SHX Text


AutoCAD SHX Text

213

AutoCAD SHX Text


AutoCAD SHX Text

214

AutoCAD SHX Text


AutoCAD SHX Text

215

AutoCAD SHX Text


AutoCAD SHX Text

216

AutoCAD SHX Text


AutoCAD SHX Text

217

AutoCAD SHX Text


AutoCAD SHX Text

218

AutoCAD SHX Text


AutoCAD SHX Text

219

AutoCAD SHX Text


AutoCAD SHX Text

220

AutoCAD SHX Text


AutoCAD SHX Text

221

AutoCAD SHX Text


AutoCAD SHX Text

222

AutoCAD SHX Text


AutoCAD SHX Text

223

AutoCAD SHX Text


AutoCAD SHX Text

224

AutoCAD SHX Text


AutoCAD SHX Text

225

AutoCAD SHX Text


AutoCAD SHX Text

226

AutoCAD SHX Text


AutoCAD SHX Text

227

AutoCAD SHX Text


AutoCAD SHX Text

228

AutoCAD SHX Text


AutoCAD SHX Text

229

AutoCAD SHX Text


AutoCAD SHX Text

230

AutoCAD SHX Text


AutoCAD SHX Text

231

AutoCAD SHX Text


AutoCAD SHX Text

232

AutoCAD SHX Text


AutoCAD SHX Text

233

AutoCAD SHX Text


AutoCAD SHX Text

234

AutoCAD SHX Text


AutoCAD SHX Text

235

AutoCAD SHX Text


AutoCAD SHX Text

236

AutoCAD SHX Text


AutoCAD SHX Text

237

AutoCAD SHX Text


AutoCAD SHX Text

238

AutoCAD SHX Text


AutoCAD SHX Text

239

AutoCAD SHX Text


AutoCAD SHX Text

240

AutoCAD SHX Text


AutoCAD SHX Text

241

AutoCAD SHX Text

RHODES CO RD SECTIONS STA.363+20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

1

AutoCAD SHX Text

ADDING SHEETS

AutoCAD SHX Text

06/08/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

AutoCAD SHX Text

2

DRAINAGE DURING CONSTRUCTION1. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES DURING CONSTRUCTION.2. DRAINAGE FROM ADJACENT PROPERTIES SHALL NOT BE BLOCKED AT ANYTIME PRIOR, DURING, AND AFTER CONSTRUCTION AND WILL BE HANDLED AS SHOWN ON THE

DRAWINGS OR AS INDICATED BY THE OWNER'S REPRESENTATIVE.

POLLUTION AND EROSION PREVENTION DURING CONSTRUCTION1. ALL CONSTRUCTION ACTIVITIES SHALL BE SUBJECT TO THE EROSION AND RUNOFF PREVENTION REQUIREMENTS OF THE CITY, COUNTY, TEXAS COMMISSION ON

ENVIRONMENTAL QUALITY (TCEQ), ALL APPLICABLE PERMITS, AND ALL LAWS AND REGULATIONS.2. THE CONTRACTOR IS TO OBTAIN ALL REQUIRED POLLUTION PREVENTION PERMITS AND POST REQUIRED COPIES ONSITE AT ALL ENTRANCES PRIOR TO COMMENCING

CONSTRUCTION.3. THE CONTRACTOR WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION TO PROVIDE AND MAINTAIN ALL REQUIRED POLLUTION PREVENTION DEVICES THAT ARE

INDICATED WITHIN THE DRAWINGS AND ALL REQUIRED DEVICES AS REQUIRED BY ANY PERMIT.4. THE CONTRACTOR SHALL PERFORM AN INSPECTION OF ALL POLLUTION CONTROL DEVICES DAILY AND REPAIR OR REPLACE ANY DAMAGED OR COMPROMISED DEVICES

IMMEDIATELY.5. THE CONTRACTOR SHALL PERFORM AN INSPECTION OF ALL POLLUTION CONTROL DEVICES AND LOG ON A REPORT FORM THAT IS RECOGNIZED BY THE OWNER'S

REPRESENTATIVE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 12 HOURS AFTER A WEATHER EVENT RESULTING IN A PRECIPITATION OF ONE-HALF INCH (1/2") ORGREATER.

5.1. INSPECTION REPORT IS TO BE PROVIDED TO THE OWNER'S REPRESENTATIVE WITHIN 24 HOURS OF COMPLETION.6. STORM SEWER PIPES, INLETS, MANHOLES, AND OUTFALLS SHALL BE PROTECTED AS THEY ARE INSTALLED WITH APPROPRIATE POLLUTION CONTROL DEVICES.7. SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, STORM SEWER INLETS, MANHOLES, OUTFALLS, AND OTHER STRUCTURES WITHIN AND ADJACENT TO THE

PROJECT PRIOR TO AND AFTER EACH WEATHER EVENT AND PRIOR TO COMPLETION OF WORK.8. THE CONTRACTOR SHALL PROVIDE COVER OR STABILIZE DISTURBED AREAS AS SOON AS POSSIBLE BY MEANS OF SEEDING, MULCHING, SODDING, AND / OR OTHER

APPROVED METHODS BY THE OWNER'S REPRESENTATIVE.9. ALL POLLUTION CONTROL DEVICES SHALL BE MAINTAINED, BY THE CONTRACTOR, UNTIL 70% OF THE DISTURBED AREA IS COVERED OR STABILIZED, AND / OR THE OWNER'S

REPRESENTATIVE APPROVES THE REMOVAL OF THE DEVICES.10. THE PROJECT AREA SHALL BE KEPT, AT ALL TIMES, FREE OF DEBRIS AND EXCESS MATERIAL TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.11. THE CONTRACTOR SHALL KEEP THE ON-SITE AND ADJACENT OFF-SITE STREETS CLEAN AT ALL TIMES BY CLEANING WITH A SWEEPING OR VACUUM TRUCK.13. SEE ALSO EROSION CONTROL PLAN(S) WITHIN THESE DRAWINGS.

EXCAVATION AND TRENCHING FOR UTILITIES, ROADWAY, AND STRUCTURES1. EXCAVATIONS SHALL NOT BE MADE DURING INCLEMENT WEATHER.2. WATER ACCUMULATION IN EXCAVATIONS EXCEEDING ONE-INCH (1") SHALL BE PUMPED OUT PRIOR TO CONTINUING CONSTRUCTION, OR AS APPROVED BY THE OWNER'S

REPRESENTATIVE.3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF A TRENCH SAFETY PROGRAM.

3.1. THE CONTRACTOR SHALL APPOINT A TRENCH SAFETY FOREMAN WHO WILL BE ON SITE AT ALL TIMES WHILE TRENCHING OR EXCAVATION IS BEING PERFORMED.3.2. ALL EXCAVATIONS AND BACKFILL OPERATIONS SHALL BE IN ACCORDANCE WITH THE LATEST OSHA EXCAVATION SAFETY STANDARDS, STATE REGULATIONS, AND

LOCAL REGULATIONS. THE CONTRACTOR SHALL PROVIDE AN EXCAVATION PLAN PREPARED BY AN ENGINEER REGISTERED IN THE STATE OF TEXAS PRIOR TOBEGINNING TRENCHING OPERATIONS.

3.3. THE EXCAVATION PLAN SHALL INDICATE THE PROCEDURES TO BE USED BY THE CONTRACTOR TO COMPLY WITH THE OSHA, STATE, AND LOCAL REQUIREMENTS.3.4. THE EXCAVATION PLAN SHALL IDENTIFY THE "COMPETENT PERSON" THAT WILL WORK WITH EACH CREW.3.5. THE TRENCH SAFETY PROGRAM AND EXCAVATION PLAN SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR RECORD PURPOSES ONLY AND NOT FOR

APPROVAL OR VERIFICATION.4. TRENCH EXCAVATION SHALL NOT PRECEDE BACKFILL BY MORE THAN 200 FEET.5. TRENCHES SHALL NOT BE LEFT OPEN OR UNSECURED AFTER NORMAL WORKING HOURS, OR WHILE WORKERS ARE NOT PRESENT ON-SITE.

5.1. IF TRENCHES ARE LEFT OPEN THEY SHALL BE COVERED AND APPROPRIATE BARRICADES SHALL BE PLACED TO PREVENT ACCESS INTO THE TRENCH AREA.

ROADWAY1. EMBANKMENT MATERIAL

1.1. WHEN IMPORTED FROM OFF THE PROJECT SITE, TO BE USED AT THE SITE, SHALL HAVE A MAXIMUM LIQUID LIMIT OF FORTY-PERCENT (40%) AND A PLASTICITYINDEX BETWEEN 5 AND 40.

1.2. THE EMBANKMENT SHALL BE PLACED IN NO GREATER THAN EIGHT-INCH (8") THICK LOOSE LIFTS.1.3. THE EMBANKMENT SHALL BE FREE OF ORGANICS, TRASH, RUBBLE, AND OTHER DELETERIOUS MATERIALS AND SHALL HAVE NO PARTICLE SIZE GREATER THAN

THREE-INCHES (3") IN DIAMETER.2. FLEXIBLE BASE

2.1. SHALL MEET THE REQUIREMENTS OF TxDOT ITEM 247, LRA BASE TYPE A GRADE 3, MINIMUM PLASTICITY INDEX = 0, UNLESS OTHERWISE NOTED ON THE DRAWINGSOR INDICATED WITHIN THE CONTRACT.

2.2. SHALL BE PLACED AND COMPACTED IN LIFTS NOT TO EXCEED SIX-INCHES (6").3. GEOGRID

3.1. THE CONTRACTOR WILL USE A GEOGRID CONFORMING TO TxDOT DMS 6240.3.2. GEOGRID SHALL MEET THE REQUIREMENTS OF TYPE 2 SQUARE OR RECTANGULAR OR EQUILATERAL TRIANGLE.3.3. A PRODUCT SAMPLE OF THE GEOGRID WILL BE PROVIDED TO THE ENGINNER PRIOR TO BEING DELIVERED TO THE PROJECT.

4. STRIPING4.1. THE CONTRACTOR WILL USE STRIPING MATERIAL CONFORMING TO TxDOT DMS 8200 TRAFFIC PAINT AND DMS 8290 GLASS TRAFFIC BEADS.

DEWATERING1. DEWATERING ACTIVITIES MAY BE REQUIRED TO CONSTRUCT PORTIONS OF THE PROJECT

1.1. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL REQUIRED PERMITS AND POLLUTION PREVENTION DEVICES TO CONTROL THE EFFLUENT, AND SHALL INSTALLTHOSE DEVICES PRIOR TO COMMENCING DEWATERING ACTIVITIES.

1.1. THE LOCATION OF THE(SE) DEVICES SHALL BE INSTALLED AT APPROVED LOCATION(S) BY THE OWNER'S REPRESENTATIVE.2. ALL DEWATERING ACTIVITIES SHALL BE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.3. THE CONTRACTOR WILL ALSO BE REQUIRED TO TEST THE SURROUNDING SURFACE WATER(S) AND THE WATER FROM THE DEWATERING ACTIVITIES FOR WATER

COMPOSITION PRIOR TO DISCHARGING EFFLUENT.3.1. CONTRACTOR SHALL FURNISH THE OWNER'S REPRESENTATIVE WITH A COPY OF THE TEST REPORT.3.2. IF THE WATER IS DETERMINED TO BE OF COMPOSITION THAT MAY HARM THE SURROUNDING ENVIRONMENT, THEN THE CONTRACTOR WILL BE RESPONSIBLE FOR

THE DISPOSAL IN A MANNER THAT IS IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.4. WATER REMOVED FROM EXCAVATIONS SHALL BE HANDLED IN SUCH A MANNER AS TO PREVENT DAMAGE TO ADJACENT PROPERTY AND OTHER WORK.

4.1. DAMAGED CAUSED BY DEWATERING OPERATIONS TO ADJACENT PROPERTY OR WORK SHALL BE REPAIRED OR REMEDIED BY THE CONTRACTOR AT HIS SOLEEXPENSE.

5. IF THE WATER IS TO BE DISPOSED OF OFFSITE, THE CONTRACTOR WILL BE REQUIRED TO LOCATE AND ACQUIRE THE DISPOSAL SITE, OBTAIN ALL PERMITS, AND DISPOSE OFIT IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

TRAFFIC CONTROL

1. THE CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE, IMPLEMENT, AND COMPLY WITH A TRAFFIC CONTROL PLAN MEETING THE REQUIREMENTS OF THE COUNTY, TxDOT,THE ENGINEER, AND THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) (LATEST EDITION) FOR ANY WORK ALONG THE ROAD AND ALL ADJACENTROADS TO THE PROJECT SITE.

2. THE PLAN SHALL CONTAIN PROVISIONS FOR ALL PROJECT PHASES.3. THIS PLAN IS TO BE SUBMITTED TO AND APPROVED OF BY THE APPROPRIATE AGENCIES AND TO THE ENGINEER BEFORE CONSTRUCTION ALONG THE ROAD IS TO

COMMENCE.3.1. IF A PLAN IS INCLUDED WITHIN THE DRAWINGS IT SHOULD BE USED AS A GENERAL GUIDELINE.

4. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL TRAFFIC CONTROL DEVICES ARE IN THE PROPER POSITION, WORKING ORDER, ANDMEET THE SPECIFICATIONS EACH DAY PRIOR TO COMMENCING WORK AND PRIOR TO LEAVING FOR THE DAY, AND VERIFYING AT LEAST ONCE PER DAY WHEN NO WORKIS DONE INCLUDING WEEKENDS, HOLIDAYS, AND WEATHER DAYS.

5. MAINTENANCE OF TRAFFIC CONTROL DEVICES ARE TO OCCUR IMMEDIATELY WHEN NOTICED THAT THE DEVICE DOES NOT MEET THE TRAFFIC CONTROL PLAN ANDSPECIFICATIONS.

6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE TMUTCD AND ANY DRAWINGS.7. WHEN BARRICADES AND SIGNS ARE REMOVED THE CONTRACTOR SHALL FILL ANY HOLES LEFT AND RESTORE THE AREA IN WHICH THE SIGNS WERE REMOVED TO ITS

ORIGINAL CONDITION.

EXCESS, DEMOLITION, AND SALVAGED MATERIALS1. EXCESS AND DEMOLITION MATERIALS WHICH ARE NOT TO USED ON THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS THE OWNER'S

REPRESENTATIVE STATES OTHERWISE.2. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIALS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH

LOCAL, STATE, AND FEDERAL REGULATIONS.3. MATERIALS LARGER THAN FOUR-INCHES (4") IN SIZE WITHIN THE CONSTRUCTION LIMITS AND NOT INCORPORATED INTO THE PROJECT SHALL BE REMOVED BY THE

CONTRACTOR FROM THE PROJECT AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, UNLESS OTHERWISE DIRECTED BY THEOWNER OR OWNER'S REPRESENTATIVE.

4. MATERIALS THAT ARE DEEMED SALVAGEABLE SHALL BE HANDLED BY THE CONTRACTOR IN A MANNER TO PREVENT DAMAGE AND SHALL BE STORED AT A LOCATION THAT ISSUITABLE FOR THE OWNER'S REPRESENTATIVE.

5. IF WASTE AREAS OR MATERIAL SOURCE AREAS RESULT FROM THIS PROJECT, THE CONTRACTOR IS TO FOLLOW ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

FINAL CLEAN-UP AND SITE PREPARATION1. THE CONTRACTOR WILL BE REQUIRED TO REMOVE EXCESS MATERIALS AND CONSTRUCTION DEBRIS FROM THE PROJECT SITE, CLEAN ALL ROADS AND SIDEWALKS, CLEAR

THE STORM SEWER OF SILT AND DEBRIS, CLEAR THE SANITARY SEWER OF DEBRIS, AND CLEAR THE SITE OF ALL EQUIPMENT TO THE SATISFACTION OF THE OWNER'SREPRESENTATIVE.

2. STORM WATER POLLUTION PREVENTION DEVICES SUCH AS, BUT NOT LIMITED TO, REINFORCED SILT FENCE, INLET PROTECTION, HAY BALES, AND OTHER DEVICES ASDIRECTED BY THE OWNER'S REPRESENTATIVE SHALL BE VERIFIED AND REMEDIED TO MEET THE REQUIREMENTS OF THE DEVICE AND OWNER'S REPRESENTATIVE.

2.1. THE CONSTRUCTION ENTRANCE SHALL BE REMOVED IN IT'S ENTIRETY, UNLESS OTHERWISE STATED BY THE ENGINEER.2.2. ADDITIONAL STORM WATER POLLUTION PREVENTION DEVICES MAY BE REQUIRED, AND THE DRAWINGS SHALL BE VERIFIED TO ENSURE COMPLIANCE.

3. THE CONTRACTOR SHALL GRADE AND STABILIZE THE SITE TO PREPARE THE SITE FOR THE INTENDED USE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

AS-BUILT DRAWINGS1. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING TWO (2) SETS OF "AS-BUILT" DRAWINGS SHOWING ILLUSTRATIONS AND/OR NOTES ALL FIELD CHANGES AND

MODIFICATIONS TO THE DRAWINGS AS ISSUED FOR THE PROJECT.1.1. SHALL BE SIGNED BY ALL CONTRACTOR DESIGNEE(S) AND INSPECTOR(S).

2. THE SUBMISSION OF BOTH OF THE "AS-BUILT" DRAWINGS TO THE OWNER'S REPRESENTATIVE AT COMPLETION OF THE PROJECT WILL BE REQUIRED PRIOR TO PROJECTFINAL ACCEPTANCE AND FINAL PAYMENT IS RELEASED.



Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

L ICENSED



STATE OF TEXAS

L ICENSED



07/20/2020

33

GENERAL NOTES

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20



Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

44

TRAFFIC CONTROL

AutoCAD SHX Text

TEMP PAVEMENT

AutoCAD SHX Text

TRAFFIC CONTROL OPTION I

AutoCAD SHX Text

ONE LANE OF TRAFFIC

AutoCAD SHX Text

WORK ZONE

AutoCAD SHX Text

TRAFFIC CONTROL OPTION II

AutoCAD SHX Text

WORK ZONE

AutoCAD SHX Text

CHANNELIZING DEVICE (TYPICAL)

AutoCAD SHX Text


AutoCAD SHX Text

TEMP PAVEMENT

AutoCAD SHX Text


AutoCAD SHX Text

OPTION I A. UTILIZE TRAFFIC CONTROL STANDARDS IN UTILIZE TRAFFIC CONTROL STANDARDS IN ACCORDANCE WITH TCP (1-2)-12, TCP (1-6)-12, TCP (2-2)-12 OR TCP (2-8)-12. ALL CONSTRUCTION OPERATIONS MAY BE PERFORMED FULL FIDTH, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. B. PERFORM TYPE C - REWORKING BASE PERFORM TYPE C - REWORKING BASE COURSE C. PLACE GEOGRID OVER EXISTING BASE PLACE GEOGRID OVER EXISTING BASE COURSE D. PLACE LRA PLACE LRA E. PLACE TWO COURSE SURFACE TREATMENT PLACE TWO COURSE SURFACE TREATMENT OPTION II F. UTILIZE TRAFFIC CONTROL STANDARDS IN UTILIZE TRAFFIC CONTROL STANDARDS IN ACCORDANCE WITH TCP (1-2)-12, TCP (1-6)-12, TCP (2-2)-12 OR TCP (2-8)-12. ALL CONSTRUCTION OPERATIONS MAY BE PERFORMED ONE-HALF WIDTH IN THE PRESENSE OF DRIVEWAYS, DRAINAGE STRUCTURES, OR IN THE CASE OF INCLEMENT WEATHER, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. G. PERFORM TYPE C - REWORKING BASE PERFORM TYPE C - REWORKING BASE COURSES H. PLACE GEOGRID OVER EXISTING BASE PLACE GEOGRID OVER EXISTING BASE COURSE, AS REQUIRED I. PLACE LRA PLACE LRA J. PLACE TWO COURSE SURFACE TREATMENT PLACE TWO COURSE SURFACE TREATMENT

AutoCAD SHX Text

* SIGN TO BE PLACED AT PUBLIC ROADS AND DRIVEWAYS

AutoCAD SHX Text

WAIT HERE FOR PILOT CAR

AutoCAD SHX Text

* WHEN USING PILOT CAR

AutoCAD SHX Text

** DRIVEWAYS TO BE CONTROLLED SO AS NOT TO HAVE CONFLICTING TRAFFIC DURING ALL PHASES OF CONSTRUCTION OPERATIONS.

AutoCAD SHX Text

TRAFFIC CONTROL PLAN NOTES

AutoCAD SHX Text

1. PROJECT LIMIT SIGNAGE (MINIMUM) A. R20-3T "OBEY WARNING SIGNS STATE LAW" B. G20-10T "STAY ALERT TALK OR TEXT LATER" C. G20-9TP " BEGIN WORK ZONE R20-5T "TRAFFIC FINES DOUBLE" R20-5ATP "WHEN WORKERS ARE PRESENT" D. G20-5T "BEGIN ROAD WORK" G20-6T "NAME ADDRESS" G20-6T "NAME ADDRESS" E. CW20-1D "ROAD WORK AHEAD" F. G20-2 "END ROAD WORK" 2. COUNTY CROSSROAD SIGNS (MINIMUM) (MOUNTED BACK-TO-BACK) A. CW20-1D "ROAD WORK AHEAD" B. G20-2 "END ROAD WORK" 3. ADDITIONAL SIGNS AS WORK ZONES PROGRESS A. CW8-8 "ROUGH ROAD" B. CW8-1 "BUMP" *REFER TO TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

SUGGESTED SEQUENCE OF WORK

AutoCAD SHX Text

NOTES: 1. WHEN NECESSARY, CONTRACTOR SHALL WHEN NECESSARY, CONTRACTOR SHALL USE A PILOT CAR TO LIMIT SPEEDS IN THE WORK ZONE. 2. CONTRACTOR MAY BUILD ROADWAY, CONTRACTOR MAY BUILD ROADWAY, ALTERNATING BETWEEN PHASE I & PHASE II.

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

PROPOSED TYPICAL SECTION RHODES RANCH ROAD24' WIDTH TYPICALSCALE:1"=5'

Two Course Surface Treatment

6" Minimum Scarifying and Reshaping of Existing Materialto a 0.02'/ft Cross-Slope (Ordinary Compaction)

GeoGrid

6" Limestone Rock Asphalt Base(LRA Base) ONLY

*ShoulderUp

0.02 FT/FT 0.02 FT/FT

*ShoulderUp


6" Minimum Scarifying and Reshaping of Existing Materialto a 0.02'/ft Cross-Slope (Ordinary Compaction)

GeoGrid

6" Limestone Rock Asphalt Base(LRA Base) ONLY

*ShoulderUp

0.02 FT/FT 0.02 FT/FT

*ShoulderUp

PROPOSED TYPICAL SECTION MILES ROAD24' WIDTH TYPICALSCALE:1"=5'

77

PROPOSED TYPICAL SECTIONS

Specification Data· 1st Course Seal Coat Asphalt (AC-10) @ 0.35 gal/sy· 1st Course Seal Coat Aggregate (Type PE Gr. 3s/Gr. 3) @ 85

sy/1cy· 2nd Course Seal Coat Asphalt (AC-15P) @ 0.32 gal/sy· 2nd Course Seal Coat Aggregate (Type PE Gr. 4s/Gr. 4) @ 115

sy/1cy

NOTE:· Pre-Coated Type PE Aggregate shall consist of

ONLY Limestone Rock Asphalt (LRA).

*Shoulder Up:· Refer to Proposed Typical Ditch Regrade Sheet.· Shoulder up work is subsidiary to earthwork fill pay Item.

Prime Coat:· Not required on LRA Base.



Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

L ICENSED



STATE OF TEXAS

L ICENSED



07/20/2020

AutoCAD SHX Text

Scarify and Reshaping of Existing Material

AutoCAD SHX Text

GeoGrid (1' min. overlap at all sections)

AutoCAD SHX Text

LRA Base

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

LRA Base

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

LRA Base

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

LRA Base

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

ADD PRIME COAT NOTE / DELETE SCARIFY NOTE

AutoCAD SHX Text

1

AutoCAD SHX Text

07/20/20

AutoCAD SHX Text

TE

AutoCAD SHX Text

2

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

2

R.O

.W. L

INE

C C

OU

NTY

RO

ADL

2)SCARIFYING AND RESHAPE AMINIMUM OF 6" OF EXISTING

MATERIAL TO A 0.02'/FTCROSS-SLOPE (ORDINARY

COMPACTION) BOTH SIDES.

ExistingCounty Road

SEE PROPOSEDTYPICAL SECTION

1) WINDROW EXISTING VEGETATION (PLACE AT R.O.W. LINE)

0.02'/FT. (BOTH SIDES)12

R.O

.W. L

INE

C C

OU

NTY

RO

ADL

3) PLACE PROPOSED GEOGRID

4) PLACE PROPOSED 6" LRA BASE

5) PLACE PROPOSED TWO COURSESURFACE TREATMENT AS REQUIRED

6) REPLACEEXISTINGVEGETATION AFTERCUT/FILL ITEMS ARECOMPLETE. 0.02'/FT. (BOTH SIDES)

6



Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

L ICENSED



STATE OF TEXAS

L ICENSED



07/20/2020

88

PROPOSED TYPICAL DITCH REGRADE

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

NOTE: WINDROWING EXISTING VEGETATION WILL BE SUBSIDIARY TO EARTHWORK CUT ITEM. REPLACING EXISTING VEGETATION WILL BE SUBSIDIARY TO EARTHWORK FILL ITEM.

1818

----SIGN SUMMARY - MILES ROAD



Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

L ICENSED



STATE OF TEXAS

L ICENSED



07/20/2020

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

1919

----SIGN SUMMARY - RHODE RANCH ROAD



Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

L ICENSED



STATE OF TEXAS

L ICENSED



07/20/2020

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

MILES CO RD

ST

AR

T O

F M

ILE

S C

O R

OA

D P

AV

EM

EN

TC

ON

ST

RU

CT

ION

ST

A. 5

1+00

MA

TC

HLI

NE

AT

ST

AT

ION

- 49

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 55

+00.

00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 55

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 61

+00.

00

W

S

N

E

59C59C

MILES CO RD PAVEMENT MARKINGLAYOUT STA.51+00.00-STA.61+00.00



Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text

EXISTING EDGE OF ROAD

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text

GRAPHIC SCALE IN FEET

AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

ADJUST CATTLE GUARD TO PROP. FINISH GRADE

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

BEGIN CONSTRUCTION BEGIN DASHED 4 IN YELLOW LINE STA 51+00.00

AutoCAD SHX Text

DASHED 4 IN YELLOW LINE

AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 61

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 67

+00.

00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 67

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 73

+00.

00

W

S

N

E

59D59D




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text

20" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 73

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 79

+00.

00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 79

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 85

+00.

00

W

S

N

E

59E59E




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 85

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 91

+00.

00

MILES CO RD

MA

TC

HLIN

E

AT

ST

AT

ION

- 91+00.00

MATCHLINE

AT STATION - 97+00.00

W

S

N

E

59F59F




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text

30" CULVERT PIPE

AutoCAD SHX Text

BASE1 5/8 REBAR N=13262580.87 E=2095356.63 Z=306.58

AutoCAD SHX Text


AutoCAD SHX Text

W1-1R

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

END DASHED 4 IN YELLOW LINE BEGIN SOLID 4 IN YELLOW LINE STA 90+82.88

AutoCAD SHX Text


AutoCAD SHX Text

SOLID 4 IN YELLOW LINE

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLIN

E

AT

ST

AT

ION

- 97+00.00

MA

TC

HLIN

EA

T S

TA

TIO

N - 103+00.00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 10

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 10

9+00

.00

W

SN

E

59G59G




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

SN

E

AutoCAD SHX Text


AutoCAD SHX Text

W1-1L

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text

END SOLID 4 IN YELLOW LINE BEGIN DASHED 4 IN YELLOW LINE STA 102+20.81

AutoCAD SHX Text


MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 10

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 11

5+00

.00

MILES CO RD

MATCHLINE


MA

TCH

LINE

AT STA

TION

- 121+00.00

W

SN

E

59H59H




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

PROPOSED OBJECT MARKER TYPE 2


WS

NE

AutoCAD SHX Text

30" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text

12" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text

W1-1R

AutoCAD SHX Text

W1-1L

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

EXISTING 1-30"X31' CMP TO BE REMOVED AND REPLACED WITH 2-5'X3'X30' CONCRETE BOX CULVERT WITH CONCRETE FLARED WINGWALLS FW-0 (3:1)

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 12

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 12

7+00

.00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 12

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 13

3+00

.00

W

S

N

E

59I59I




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020



W

S

N

E

AutoCAD SHX Text

12" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text

16" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

EXISTING 1-12"X31' CMP TO BE REMOVED AND REPLACED WITH 2-18"X30' RCP WITH CONCRETE PARALLEL WINGWALLS CH-PW-0

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 13

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 13

9+00

.00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 13

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 14

5+00

.00

W

S

N

E

59J59J




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020



W

S

N

E

AutoCAD SHX Text

24" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text

24" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 14

5+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 15

1+00

.00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 15

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 15

7+00

.00

W

S

N

E

59K59K




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 15

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 16

3+00

.00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 16

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 16

9+00

.00

W

S

N

E

59L59L




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text

CONTROL #3 5/8 REBAR N=13260360.20 E=2099468.76 Z=310.80

AutoCAD SHX Text


AutoCAD SHX Text

36" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 18

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 18

7+00

.00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 18

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 19

3+00

.00

W

S

N

E

59N59N




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 21

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

3+00

.00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

9+00

.00

W

S

N

E

59M59M




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

L ICENSED



STATE OF TEXAS

L ICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

BORE HOLE B-1

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 19

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 19

9+00

.00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 19

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 20

5+00

.00

W

S

N

E

59O59O




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text

20" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 20

5+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 21

1+00

.00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 21

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 21

7+00

.00

W

S

N

E

59L59L




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 21

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

3+00

.00

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

9+00

.00

W

S

N

E

59M59M




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

BORE HOLE B-1

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

MILES CO RD

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

9+00

.00

W

S

N

E

59N59N




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

SH 16

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text


AutoCAD SHX Text

END DASHED 4 IN YELLOW LINE STA 231+50

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 7+

00.0

0

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 7+

00.0

0

MA

TC

HLI

NE

AT

ST

AT

ION

- 13

+00.

00

W

S

N

E

120E120E

RHODES CO RD PAVEMENT MARKINGLAYOUT STA.1+00.00-STA.13+00.00



Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

BEGIN COUNTY MAINTENANCE

AutoCAD SHX Text

BEGIN RHODES RANCH ROAD

AutoCAD SHX Text

END TXDOT MAINTENANCE FM 1962 END OF PAVEMENT

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text

BEGIN CONSTRUCTION BEGIN DASHED 4 IN YELLOW LINE STA 1+00.00

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 13

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 19

+00.

00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 19

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 25

+00.

00

W

S

N

E

120F120F




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text

BASE1 5/8 REBAR N=13260222.37 E=2150830.56 Z=334.76

AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

BORE HOLE B-5

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 25

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 31

+00.

00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 31

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 37

+00.

00

W

S

N

E

120G120G




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text

BASE1 5/8 REBAR N=13260222.37 E=2150830.56 Z=334.76

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 37

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 43

+00.

00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 43

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 49

+00.

00

W

S

N

E

120H120H




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 49

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 55

+00.

00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 55

+00.

00

MA

TCH

LINE

AT STA

TION

- 61+00.00W

S

N

E

120I120I




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

W1-5L

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLIN

E

AT

ST

AT

ION

- 61+00.00 MAT

CHLI

NE

AT S

TATI

ON

- 67

+00.

00

RHODES CO ROADMATCHLINE


MATCHLINE


W

S

N

E

120J120J




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W S

N E

AutoCAD SHX Text

W1-8

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

1

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 73

+00.

00 MA

TC

HLIN

EA

T S

TA

TIO

N - 79+00.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 79

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 85

+00.

00

W

S

N

E

120K120K




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text

W1-5R

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

20" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 85

+00.

00

MA

TC

HLIN

E

AT

ST

AT

ION

- 91+00.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 91

+00.

00

MA

TCH

LIN

EA

T ST

ATI

ON

- 97

+00.

00

W

S

N

E

120L120L




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text

15" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text

W1-3L

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

W1-3L

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

W1-8

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 97

+00.

00

MA

TC

HLI

NE

AT

ST

AT

ION

- 10

3+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 10

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 10

9+00

.00

W

S

N

E

120M120M




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

BORE HOLE B-4

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 10

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 11

5+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 11

5+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 12

1+00

.00

W

S

N

E

120N120N




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 12

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 12

7+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 12

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 13

3+00

.00

W

S

N

E

120O120O




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 13

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 14

5+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 14

5+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 15

1+00

.00

W

S

N

E

120P120P




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 15

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 15

7+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 15

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 16

3+00

.00

W

S

N

E

120Q120Q




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 16

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 16

9+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 16

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 17

5+00

.00

W

S

N

E

120R120R




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 17

5+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 18

1+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 18

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 18

7+00

.00

W

S

N

E

120S120S




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

BORE HOLE B-3

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 18

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 19

3+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 19

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 19

9+00

.00

W

S

N

E

120T120T




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 19

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 20

5+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 20

5+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 21

1+00

.00

W

S

N

E

120U120U




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 21

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 21

7+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 21

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

3+00

.00

W

S

N

E

120V120V




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

9+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 22

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 23

5+00

.00

W

S

N

E

120W120W




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 23

5+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 24

1+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 24

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 24

7+00

.00

W

S

N

E

120X120X




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 24

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 25

3+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 25

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 25

9+00

.00

W

S

N

E

120Y120Y




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 25

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 26

5+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 26

5+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 27

1+00

.00

W

S

N

E

120Z120Z




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

BORE HOLE B-2

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 27

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 27

7+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 27

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 28

3+00

.00

120AA120AA




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 28

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 28

9+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 28

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 29

5+00

.00

120BB120BB




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 30

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 30

7+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 29

5+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 30

1+00

.00

120CC120CC




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 30

7+00

.00

MA

TC

HLIN

EA

T S

TA

TIO

N - 313+00.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 31

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 31

9+00

.00

W

S

N

E

120DD120DD




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text

12" CULVERT PIPE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 31

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 32

5+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 32

5+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 33

1+00

.00

W

S

N

E

120EE120EE




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 33

1+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 33

7+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 33

7+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 34

3+00

.00

W

S

N

E

120FF120FF




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

BORE HOLE B-1

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 34

3+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 34

9+00

.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 34

9+00

.00

MA

TC

HLI

NE

AT

ST

AT

ION

- 35

5+00

.00

W

S

N

E

120GG120GG




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text


AutoCAD SHX Text


RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 35

5+00

.00

MA

TC

HLIN

EA

T S

TA

TIO

N - 361+00.00

RHODES CO ROAD

MA

TC

HLI

NE

AT

ST

AT

ION

- 36

1+00

.00

120HH120HH




Phone: (361) 814-9900




TBAE F-BR 2458F-50556


01/07/2020

McMullenCounty

STATE OF TEXAS

LICENSED



STATE OF TEXAS

LICENSED



07/20/2020

W

S

N

E

W

S

N

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

REVIEWED

AutoCAD SHX Text

LAYOUT

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

Hanson No.

AutoCAD SHX Text

Scale

AutoCAD SHX Text

Filename

AutoCAD SHX Text

Date

AutoCAD SHX Text

of

AutoCAD SHX Text

sheets

AutoCAD SHX Text

19L0050

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GP

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

TE

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text

GH

AutoCAD SHX Text

07/20/2020

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

END CONSTRUCTION END SOLID 4 IN YELLOW LINE STA 363+20

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

0

AutoCAD SHX Text

40

AutoCAD SHX Text

40

AutoCAD SHX Text


AutoCAD SHX Text

20

AutoCAD SHX Text

2

AutoCAD SHX Text

ADDENDUM NO.2

AutoCAD SHX Text

07/21/20

AutoCAD SHX Text

MAL

AutoCAD SHX Text
