ESBD_361754_1717708429633_Bid No. 24-28 Plans FY 2021-2022 Sanitary Sewer Replacements #22-10-04_Part1.pdf

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Attached to
NO. 24-28 FY2021-2022 Sanitary Sewer Line Replacements, Project No. 22-10-04
Solicitation number
NO24-28
Issued by
Walker County, Humble City, Texas

About this file

This document is a notice to bidders for a state and local contract opportunity issued by the City of Huntsville, Texas for the FY 2021-2022 Sanitary Sewer Line Replacements, Project No. 22-10-04 (Bid No. 24-28). The project includes the replacement of sanitary sewer lines and other related improvements. Sealed bids will be accepted until 2:00 p.m. Central Time on July 9, 2024. A non-mandatory pre-bid conference will be held on June 18, 2024 at 10:00 a.m. Central Time. The plans, specifications, and contract documents are available for examination at the City Engineer's Office and Halff Associates, Inc., and can be downloaded digitally from the City of Huntsville website, the Electronic State Business Daily, CivcastUSA, and PublicPurchase. The estimated cost of the project is in the $1,769,292 range, and the completion time is 180 calendar days from the notice to proceed.

The pricing terms and funding details are not provided in the document. The document does not mention any set asides, incumbents, or other salient information beyond the project scope, response dates, and document availability.

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Text version

22-10-04

FOR

CONSTRUCTION PLANS

SANITARY SEWER REHABILITATION

AND REPLACEMENT PROJECT

COH#22-10-04, COH#22-10-05, COH#22-10-06,

COH#22-10-07, COH#22-10-10 COH#22-10-11

HUNTSVILLE, TX 77320

NUMBER DESCRIPTION DATE

REVISION TABLE

AVO: 47503 DATE: October 23

N

INTERSTATE

ENGINEER

HALFF ASSOCIATES

100 I 45 N STE 260,

CONROE, TX 77301

CONTACT:JAMES L BIELSTEIN PE

TX PE# 87630

EMAIL: JBIELSTEIN@HALFF.COM

TEL: (936) 777-6385

TBPE FIRM# F-312

22-10-10

22-10-05 22-10-11

22-10-07

22-10-06

100 1-45, SUITE 260

CONROE, TEXAS 77301-2701

TEL(936) 777-6400

FAX (936) 456-6833

TBPELS ENGINEERING FIRM#F-312

06-26-2023

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LOCATION MAP

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COVER SHEET

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GENERAL NOTES

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SYMBOLS AND ABBREVIATIONS

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SURVEY CONTROL COH 22-10-04

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SURVEY CONTROL COH 22-10-05

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SURVEY CONTROL COH 22-10-06

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SURVEY CONTROL COH 22-10-07

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SURVEY CONTROL COH 22-10-10

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SURVEY CONTROL COH 22-10-11

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SWPPP DETAIL

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SEWER DETAIL 1

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SWC DETAIL

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PAVEMENT DETAIL

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CHAIN-LINK FENCE DETAIL

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METAL BEAM GUARD FENCE DETAIL

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PROJECT LAYOUT COH 22-10-04

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PLAN AND PROFILE STA 10+00 TO 14+00 COH 22-10-04

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PLAN AND PROFILE STA 14+00 TO END PROJECT COH 22-10-04

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TRAFFIC CONTROL LAYOUT COH 22-10-04

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TRAFFIC CONTROL PLAN ONE LANE CLOSURE COH 22-10-04

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TRAFFIC CONTROL PLAN TWO LANE CLOSURE COH 22-10-04

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TRAFFIC CONTROL PLAN ONE LANE CLOSURE COH 22-10-04

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TRAFFIC CONTROL PLAN TWO LANE CLOSURE COH 22-10-04

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SWPPP COH 22-10-04

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PROJECT LAYOUT COH 22-10-05

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PLAN & PROFILE STA 10+00 TO END PROJECT COH 22-10-05

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TRAFFIC CONTROL LAYOUT COH 22-10-05

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TRAFFIC CONTROL PLAN ONE LANE CLOSURE COH 22-10-05

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SWPPP COH 22-10-05

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PROJECT LAYOUT COH 22-10-06

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PLAN STA 10+00 TO STA 14+00 COH 22-10-06

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PROFILE STA 10+00 TO STA 14+00 COH 22-10-06

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PLAN STA 14+00 TO END PROJECT COH 22-10-06

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PROFILE STA 14+00 TO END PROJECT COH 22-10-06

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AVE M PLAN & PROFILE STA 2+00 TO END PROJECT COH 22-10-06

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TRAFFIC CONTROL LAYOUT COH 22-10-06

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TRAFFIC CONTROL PLAN 4-WAY INT PH 1 OF 3 COH 22-10-06

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TRAFFIC CONTROL PLAN 4-WAY INT PH 2 OF 3 COH 22-10-06

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TRAFFIC CONTROL DETOUR PLAN PHASE 3 OF 3 COH 22-10-06

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SWPPP COH 22-10-06

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PROJECT LAYOUT COH 22-10-07

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PLAN & PROFILE STA 10+00 TO END PROJECT COH 22-10-07

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PLAN & PROFILE STA 2+00 TO END PROJECT - AVENUE Q COH 22-10-07

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TRAFFIC CONTROL LAYOUT COH 22-10-07

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TRAFFIC CONTROL DETOUR PLAN PHASE 1 COH 22-10-07

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TRAFFIC CONTROL ONE LANE CLOSURE PHASE 2 COH 22-10-07

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SWPPP COH 22-10-07

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PROJECT LAYOUT COH 22-10-10

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PLAN STA 10+00 TO 14+00 COH 22-10-10

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PROFILE STA 10+00 TO 14+00 COH 22-10-10

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PLAN AND PROFILE STA 1+00 TO 1+50 COH 22-10-10

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TRAFFIC CONTROL LAYOUT COH 22-10-10

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TRAFFIC CONTROL PLAN ONE LANE CLOSURE PH 1 COH 22-10-10

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TRAFFIC CONTROL PLAN ONE LANE CLOSURE PH 2 COH 22-10-10

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TRAFFIC CONTROL PLAN 4-WAY INTERSECTION PH 3 COH 22-10-10

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TRAFFIC CONTROL PLAN 4-WAY INTERSECTION PH 4 COH 22-10-10

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SWPPP COH 22-10-10

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PROJECT LAYOUT COH 22-10-11

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PLAN AND PROFILE STA 10+00 TO STA 13+00 COH 22-10-11

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PLAN AND PROFILE STA 13+00 TO END PROJECT COH 22-10-11

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SWPPP COH 22-10-11

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SINGLE GUARD TERMINAL DETAIL

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BAR SCREEN DETAIL

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AutoCAD SHX Text GENERAL NOTES: 1. THE GEOTECHNICAL INVESTIGATION FOR THIS PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, THE GEOTECHNICAL INVESTIGATION FOR THIS PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, GEOTECHNICAL INVESTIGATION FOR THIS PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, GEOTECHNICAL INVESTIGATION FOR THIS PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, INVESTIGATION FOR THIS PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, INVESTIGATION FOR THIS PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, FOR THIS PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, FOR THIS PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, THIS PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, THIS PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, PROJECT WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, WAS PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, PREPARED BY RINER ENGINEERING, INC. REPORT NO. 22-0363, BY RINER ENGINEERING, INC. REPORT NO. 22-0363, BY RINER ENGINEERING, INC. REPORT NO. 22-0363, RINER ENGINEERING, INC. REPORT NO. 22-0363, RINER ENGINEERING, INC. REPORT NO. 22-0363, ENGINEERING, INC. REPORT NO. 22-0363, ENGINEERING, INC. REPORT NO. 22-0363, INC. REPORT NO. 22-0363, INC. REPORT NO. 22-0363, REPORT NO. 22-0363, REPORT NO. 22-0363, NO. 22-0363, NO. 22-0363, 22-0363, 22-0363, DATED JANUARY 9, 2023. 2. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY PRESENTED ON THESE DRAWINGS ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY ON THESE DRAWINGS ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY ON THESE DRAWINGS ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THESE DRAWINGS ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THESE DRAWINGS ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY DRAWINGS ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY DRAWINGS ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY ARE SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY SHOWN BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY BASED ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY ON AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY INFORMATION. CONTRACTOR SHALL VERIFY INFORMATION. CONTRACTOR SHALL VERIFY CONTRACTOR SHALL VERIFY CONTRACTOR SHALL VERIFY SHALL VERIFY SHALL VERIFY VERIFY VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL EXACT LOCATIONS IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL EXACT LOCATIONS IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL LOCATIONS IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL LOCATIONS IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL THE FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL FIELD PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL CONSTRUCTION. CONTRACTOR SHALL NOTIFY TEXAS ONE CALL CONTRACTOR SHALL NOTIFY TEXAS ONE CALL CONTRACTOR SHALL NOTIFY TEXAS ONE CALL SHALL NOTIFY TEXAS ONE CALL SHALL NOTIFY TEXAS ONE CALL NOTIFY TEXAS ONE CALL NOTIFY TEXAS ONE CALL TEXAS ONE CALL TEXAS ONE CALL ONE CALL ONE CALL CALL CALL AT 713-223-4567/811 OR 800-344-8377 AND LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 713-223-4567/811 OR 800-344-8377 AND LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 713-223-4567/811 OR 800-344-8377 AND LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 OR 800-344-8377 AND LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 OR 800-344-8377 AND LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 800-344-8377 AND LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 800-344-8377 AND LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 AND LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 AND LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 LONE STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 STAR NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 NOTIFICATION CENTER AT 800-669-8344 AT LEAST 48 CENTER AT 800-669-8344 AT LEAST 48 CENTER AT 800-669-8344 AT LEAST 48 AT 800-669-8344 AT LEAST 48 AT 800-669-8344 AT LEAST 48 800-669-8344 AT LEAST 48 800-669-8344 AT LEAST 48 AT LEAST 48 AT LEAST 48 LEAST 48 LEAST 48 48 48 HOURS BEFORE PROCEEDING WITH ANY EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN BEFORE PROCEEDING WITH ANY EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN BEFORE PROCEEDING WITH ANY EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN PROCEEDING WITH ANY EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN PROCEEDING WITH ANY EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN WITH ANY EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN WITH ANY EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN ANY EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN ANY EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN EXCAVATION. UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN UTILITIES MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN MARKED WITHIN THE PUBLIC RIGHT OF WAY OR IN WITHIN THE PUBLIC RIGHT OF WAY OR IN WITHIN THE PUBLIC RIGHT OF WAY OR IN THE PUBLIC RIGHT OF WAY OR IN THE PUBLIC RIGHT OF WAY OR IN PUBLIC RIGHT OF WAY OR IN PUBLIC RIGHT OF WAY OR IN RIGHT OF WAY OR IN RIGHT OF WAY OR IN OF WAY OR IN OF WAY OR IN WAY OR IN WAY OR IN OR IN OR IN IN IN EASEMENTS SHALL COMPLY WITH TAC TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS SHALL COMPLY WITH TAC TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS SHALL COMPLY WITH TAC TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS COMPLY WITH TAC TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS COMPLY WITH TAC TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS WITH TAC TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS WITH TAC TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS TAC TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS TAC TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS TITLE 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS 16, PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS PART 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS 1, CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS CHAPTER 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS 18, RULE §18.6 AND THE AMERICAN PUBLIC WORKS RULE §18.6 AND THE AMERICAN PUBLIC WORKS RULE §18.6 AND THE AMERICAN PUBLIC WORKS §18.6 AND THE AMERICAN PUBLIC WORKS §18.6 AND THE AMERICAN PUBLIC WORKS AND THE AMERICAN PUBLIC WORKS AND THE AMERICAN PUBLIC WORKS THE AMERICAN PUBLIC WORKS THE AMERICAN PUBLIC WORKS AMERICAN PUBLIC WORKS AMERICAN PUBLIC WORKS PUBLIC WORKS PUBLIC WORKS WORKS WORKS ADMINISTRATION (APWA) UNIFORM COLOR CODE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC DAMAGES TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC TO EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC EXISTING WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC WATER, WASTEWATER, STORM WATER LINES AND TRAFFIC WASTEWATER, STORM WATER LINES AND TRAFFIC WASTEWATER, STORM WATER LINES AND TRAFFIC STORM WATER LINES AND TRAFFIC STORM WATER LINES AND TRAFFIC WATER LINES AND TRAFFIC WATER LINES AND TRAFFIC LINES AND TRAFFIC LINES AND TRAFFIC AND TRAFFIC AND TRAFFIC TRAFFIC TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE REPAIRED IN ACCORDANCE WITH THE HUNTSVILLE STANDARDS. 4. CONTRACTOR SHALL NOTIFY THE OFFICE OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA CONTRACTOR SHALL NOTIFY THE OFFICE OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA SHALL NOTIFY THE OFFICE OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA SHALL NOTIFY THE OFFICE OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA NOTIFY THE OFFICE OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA NOTIFY THE OFFICE OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA THE OFFICE OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA THE OFFICE OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA OFFICE OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA OFFICE OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA OF THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA THE CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA CITY ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA ENGINEER, HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA HUNTSVILLE PUBLIC WORKS @ 936-294-5760 OR VIA PUBLIC WORKS @ 936-294-5760 OR VIA PUBLIC WORKS @ 936-294-5760 OR VIA WORKS @ 936-294-5760 OR VIA WORKS @ 936-294-5760 OR VIA @ 936-294-5760 OR VIA @ 936-294-5760 OR VIA 936-294-5760 OR VIA 936-294-5760 OR VIA OR VIA OR VIA VIA VIA FAX AT 936-294-5795 FOR INSPECTION AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. 5. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE CONSTRUCTION AND ANY DRAINAGE DITCH OR STRUCTURE AND ANY DRAINAGE DITCH OR STRUCTURE AND ANY DRAINAGE DITCH OR STRUCTURE ANY DRAINAGE DITCH OR STRUCTURE ANY DRAINAGE DITCH OR STRUCTURE DRAINAGE DITCH OR STRUCTURE DRAINAGE DITCH OR STRUCTURE DITCH OR STRUCTURE DITCH OR STRUCTURE OR STRUCTURE OR STRUCTURE STRUCTURE STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. 6. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG PRECAUTIONS TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG TO PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG ROOT SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG SYSTEMS OF SHRUBS, PLANTS AND TREES ALONG OF SHRUBS, PLANTS AND TREES ALONG OF SHRUBS, PLANTS AND TREES ALONG SHRUBS, PLANTS AND TREES ALONG SHRUBS, PLANTS AND TREES ALONG PLANTS AND TREES ALONG PLANTS AND TREES ALONG AND TREES ALONG AND TREES ALONG TREES ALONG TREES ALONG ALONG ALONG THE AREA OF EXCAVATION. 7. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING AND THE STATE OF TEXAS LAWS CONCERNING AND THE STATE OF TEXAS LAWS CONCERNING THE STATE OF TEXAS LAWS CONCERNING THE STATE OF TEXAS LAWS CONCERNING STATE OF TEXAS LAWS CONCERNING STATE OF TEXAS LAWS CONCERNING OF TEXAS LAWS CONCERNING OF TEXAS LAWS CONCERNING TEXAS LAWS CONCERNING TEXAS LAWS CONCERNING LAWS CONCERNING LAWS CONCERNING CONCERNING CONCERNING EXCAVATION. 8. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. SHALL MAINTAIN A SET OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. SHALL MAINTAIN A SET OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. MAINTAIN A SET OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. MAINTAIN A SET OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. A SET OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. A SET OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. SET OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. SET OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. OF REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. REDLINE DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. DRAWINGS AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. AND RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. RECORD AS-BUILT CONDITIONS DURING CONSTRUCTION. AS-BUILT CONDITIONS DURING CONSTRUCTION. AS-BUILT CONDITIONS DURING CONSTRUCTION. CONDITIONS DURING CONSTRUCTION. CONDITIONS DURING CONSTRUCTION. DURING CONSTRUCTION. DURING CONSTRUCTION. CONSTRUCTION. CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES BE SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES SUBMITTED TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES TO THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES THE DESIGN CONSULTANT WHO WILL MAKE THE CHANGES DESIGN CONSULTANT WHO WILL MAKE THE CHANGES DESIGN CONSULTANT WHO WILL MAKE THE CHANGES CONSULTANT WHO WILL MAKE THE CHANGES CONSULTANT WHO WILL MAKE THE CHANGES WHO WILL MAKE THE CHANGES WHO WILL MAKE THE CHANGES WILL MAKE THE CHANGES WILL MAKE THE CHANGES MAKE THE CHANGES MAKE THE CHANGES THE CHANGES THE CHANGES CHANGES CHANGES ON THE ORIGINAL TRACINGS, LABEL EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF THE ORIGINAL TRACINGS, LABEL EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF THE ORIGINAL TRACINGS, LABEL EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF ORIGINAL TRACINGS, LABEL EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF ORIGINAL TRACINGS, LABEL EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF TRACINGS, LABEL EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF TRACINGS, LABEL EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF LABEL EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF LABEL EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF IN THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF THE SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF SET AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF AS "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF "RECORD DRAWINGS", AND RETURN IT TO THE OFFICE OF DRAWINGS", AND RETURN IT TO THE OFFICE OF DRAWINGS", AND RETURN IT TO THE OFFICE OF AND RETURN IT TO THE OFFICE OF AND RETURN IT TO THE OFFICE OF RETURN IT TO THE OFFICE OF RETURN IT TO THE OFFICE OF IT TO THE OFFICE OF IT TO THE OFFICE OF TO THE OFFICE OF TO THE OFFICE OF THE OFFICE OF THE OFFICE OF OFFICE OF OFFICE OF OF OF THE CITY ENGINEER.

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GENERAL NOTES

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JAMES L. BIELSTEIN

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AutoCAD SHX Text AT&T TEXAS/SWBT FACILITIES: 1. THE LOCATIONS OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL THE LOCATIONS OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL LOCATIONS OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL LOCATIONS OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL OF AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL AT&T TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL TEXAS/SWBT FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL WAY ONLY. THE CONTRACTOR SHALL WAY ONLY. THE CONTRACTOR SHALL ONLY. THE CONTRACTOR SHALL ONLY. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES THE EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES EXACT LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES LOCATION BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES HE AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES BE FULLY RESPONSIBLE FOR ALL DAMAGES BE FULLY RESPONSIBLE FOR ALL DAMAGES FULLY RESPONSIBLE FOR ALL DAMAGES FULLY RESPONSIBLE FOR ALL DAMAGES RESPONSIBLE FOR ALL DAMAGES RESPONSIBLE FOR ALL DAMAGES FOR ALL DAMAGES FOR ALL DAMAGES ALL DAMAGES ALL DAMAGES DAMAGES DAMAGES WHICH MIGHT BE OCCASIONED BY THIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND UTILITIES. 2. THE CONTRACTOR SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO THE CONTRACTOR SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO CONTRACTOR SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO CONTRACTOR SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO SHALL CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO CALL 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO 1-800-344-8377 (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO (TEXAS 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO 811) A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION TO OF 48 HOURS PRIOR TO CONSTRUCTION TO OF 48 HOURS PRIOR TO CONSTRUCTION TO 48 HOURS PRIOR TO CONSTRUCTION TO 48 HOURS PRIOR TO CONSTRUCTION TO HOURS PRIOR TO CONSTRUCTION TO HOURS PRIOR TO CONSTRUCTION TO PRIOR TO CONSTRUCTION TO PRIOR TO CONSTRUCTION TO TO CONSTRUCTION TO TO CONSTRUCTION TO CONSTRUCTION TO CONSTRUCTION TO TO TO HAVE UNDERGROUND LINES FIELD LOCATED. 3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL EXCAVATING WITHIN EIGHTEEN INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL EXCAVATING WITHIN EIGHTEEN INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL WITHIN EIGHTEEN INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL WITHIN EIGHTEEN INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL EIGHTEEN INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL EIGHTEEN INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL INCHES (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL (18”) OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL OF THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL THE INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL INDICATED LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL LOCATION OF AT&T TEXAS/SWBT FACILITIES, ALL OF AT&T TEXAS/SWBT FACILITIES, ALL OF AT&T TEXAS/SWBT FACILITIES, ALL AT&T TEXAS/SWBT FACILITIES, ALL AT&T TEXAS/SWBT FACILITIES, ALL TEXAS/SWBT FACILITIES, ALL TEXAS/SWBT FACILITIES, ALL FACILITIES, ALL FACILITIES, ALL ALL ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE USING NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE NON-MECHANIZED EXCAVATION PROCEDURES. WHEN BORING, THE EXCAVATION PROCEDURES. WHEN BORING, THE EXCAVATION PROCEDURES. WHEN BORING, THE PROCEDURES. WHEN BORING, THE PROCEDURES. WHEN BORING, THE WHEN BORING, THE WHEN BORING, THE BORING, THE BORING, THE THE THE CONTRACTOR SHALL EXPOSE THE AT&T TEXAS/SWBT FACILITIES. 4. WHEN AT&T TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE WHEN AT&T TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE AT&T TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE AT&T TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE TEXAS/SWBT FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE CONTRACTOR WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE WILL PROVIDE SUPPORT TO PREVENT DAMAGE TO THE PROVIDE SUPPORT TO PREVENT DAMAGE TO THE PROVIDE SUPPORT TO PREVENT DAMAGE TO THE SUPPORT TO PREVENT DAMAGE TO THE SUPPORT TO PREVENT DAMAGE TO THE TO PREVENT DAMAGE TO THE TO PREVENT DAMAGE TO THE PREVENT DAMAGE TO THE PREVENT DAMAGE TO THE DAMAGE TO THE DAMAGE TO THE TO THE TO THE THE THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR OR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR CABLES. WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR WHEN EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR EXCAVATING NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR NEAR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR TELEPHONE POLES THE CONTRACTOR SHALL BRACE THE POLE FOR POLES THE CONTRACTOR SHALL BRACE THE POLE FOR POLES THE CONTRACTOR SHALL BRACE THE POLE FOR THE CONTRACTOR SHALL BRACE THE POLE FOR THE CONTRACTOR SHALL BRACE THE POLE FOR CONTRACTOR SHALL BRACE THE POLE FOR CONTRACTOR SHALL BRACE THE POLE FOR SHALL BRACE THE POLE FOR SHALL BRACE THE POLE FOR BRACE THE POLE FOR BRACE THE POLE FOR THE POLE FOR THE POLE FOR POLE FOR POLE FOR FOR FOR SUPPORT. 5. THE PRESENCE OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES THE PRESENCE OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES PRESENCE OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES PRESENCE OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES OR ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES ABSENCE OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES OF AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES AT&T TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES TEXAS/SWBT UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES UNDERGROUND CONDUIT FACILITIES OR BURIED CABLE FACILITIES CONDUIT FACILITIES OR BURIED CABLE FACILITIES CONDUIT FACILITIES OR BURIED CABLE FACILITIES FACILITIES OR BURIED CABLE FACILITIES FACILITIES OR BURIED CABLE FACILITIES OR BURIED CABLE FACILITIES OR BURIED CABLE FACILITIES BURIED CABLE FACILITIES BURIED CABLE FACILITIES CABLE FACILITIES CABLE FACILITIES FACILITIES FACILITIES SHOWN ON THESE PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN ON THESE PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN ON THESE PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN THESE PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN THESE PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN PLANS DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN DOES NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN NOT MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN MEAN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN THAT THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN THERE ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN ARE NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN NO DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN DIRECT BURIED CABLES OR OTHER CABLES IN CONDUIT IN BURIED CABLES OR OTHER CABLES IN CONDUIT IN BURIED CABLES OR OTHER CABLES IN CONDUIT IN CABLES OR OTHER CABLES IN CONDUIT IN CABLES OR OTHER CABLES IN CONDUIT IN OR OTHER CABLES IN CONDUIT IN OR OTHER CABLES IN CONDUIT IN OTHER CABLES IN CONDUIT IN OTHER CABLES IN CONDUIT IN CABLES IN CONDUIT IN CABLES IN CONDUIT IN IN CONDUIT IN IN CONDUIT IN CONDUIT IN CONDUIT IN IN IN THE AREA. 6. PLEASE CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL PLEASE CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL CONTACT THE AT&T TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL THE AT&T TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL THE AT&T TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL AT&T TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL AT&T TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL TEXAS DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL DAMAGE PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL PREVENTION MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL MANAGER ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL ROOSEVELT LEE JR. AT (713) 412-3990 OR E-MAIL LEE JR. AT (713) 412-3990 OR E-MAIL LEE JR. AT (713) 412-3990 OR E-MAIL JR. AT (713) 412-3990 OR E-MAIL JR. AT (713) 412-3990 OR E-MAIL AT (713) 412-3990 OR E-MAIL AT (713) 412-3990 OR E-MAIL (713) 412-3990 OR E-MAIL (713) 412-3990 OR E-MAIL 412-3990 OR E-MAIL 412-3990 OR E-MAIL OR E-MAIL OR E-MAIL E-MAIL E-MAIL HIM AT RL7259@ATT.COM IF CABLE LOCATE REQUESTS ARE NOT COMPLETED FOR OUR AT&T TEXAS/SWBT FACILITIES

AVERAGE FLOWS: COH 22-10-04 AVE=5.29 GPM PEAK=21.2 GPM COH 22-10-05 AVE=18.1 GPM PEAK=72.3 GPM COH 22-10-06 AVE=8.1 GPM PEAK=32.5 GPM COH 22-10-07 AVE=2.0 GPM PEAK=8.2 GPM COH 22-10-10 AVE=1.7 GPM PEAK=6.7 GPM COH 22-10-11 AVE=1.75 GPM PEAK=7 GPM

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