Barnes Street Reconstruction Final Plans 20260813.pdf

PDF 16 MB Posted Aug 24, 2026

Attached to: Barnes Street Reconstruction
Solicitation number: 2026-01
Issued by: Hidalgo County, Texas

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Written by GovTribe AI · Aug 28, 2026

This is a final construction plan document prepared by Eckermann Engineering, Inc., for the City of Lampasas, Texas, detailing the reconstruction of Barnes Street. The project encompasses approximately 550 linear feet of street reconstruction, including the removal of existing asphalt pavement (799 square yards total) and flexible base materials, construction of new asphalt and concrete pavement sections, installation of concrete driveways (29.5 square yards total), and associated site improvements. The plans include demolition details, plan and profile sheets showing existing and proposed grades, site and paving details with a typical pavement section specifying 2 inches of hot mix asphalt (HMAC Type D) over 8 inches of crushed limestone base material, erosion and sedimentation control details, and a comprehensive traffic control plan. The project alignment runs from station 0+90.00 to station 7+09.78, incorporating multiple curves and grade transitions, with connections to existing pavement at both termini. The plans were finalized on August 13, 2026, and consist of 10 sheets including cover sheet, general notes, existing conditions and demolition plan, reconstruction plans and profiles, details, and traffic control specifications.

The general notes establish the contractor's responsibilities for utility verification and damage repair, requiring coordination with One Call (811) prior to any work. All construction operations must comply with OSHA standards, Texas Manual on Uniform Traffic Control Devices, and City of Lampasas Standard Details and Specifications as amended. The contractor is responsible for maintaining water and wastewater service throughout construction, providing driveway access to all residences and emergency vehicles, and controlling dust and erosion per city requirements. All disturbed areas must be revegetated at no additional cost to the owner, existing trees must be protected, and the contractor shall provide a red-lined copy of plans indicating all deviations prior to final payment. Demolition and excavated materials must be legally disposed of off-site or at the City's landfill at no cost for construction debris. The project requires contractors to comply with all applicable local, state, and federal regulations, including proper handling of excess waste materials and immediate notification of the engineer regarding utility discrepancies or damaged facilities encountered during construction.

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CHESTNUT

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SUE ANN

BARNES

CRIDER

BARNES

PEACH

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App.Revision DescriptionDateNo.

C.01 Sheet ____ OF ____91

BARNES STREET RECONSTRUCTION

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TBPE FIRM REGISTRATION NO. F-10496

202 SPRING HO AVENUE

LAMPASAS, TEXAS 76550

PHONE: 512-556-8160

ENGINEERING, INC.

ECKERMANN

CIVIL ENGINEER

SHEET INDEX

Sheet Number Sheet Title

C.01 COVER SHEET

C.02 GENERAL NOTES

C.03 EXISTING CONDITIONS AND DEMOLITION PLAN

C.04 BARNES STREET RECONSTRUCTION PLAN & PROFILE 1+00 - 4+00

C.05 BARNES STREET RECONSTRUCTION PLAN & PROFILE 4+00 - END

C.06 SITE AND PAVING DETAILS

C.07 EROSION AND SEDIMENTATION CONTROL DETAILS

C.08 TRAFFIC CONTROL PLAN

C.09 TRAFFIC CONTROL DETAILS

C.10 TRAFFIC CONTROL DETAILS

EEI PROJECT NO. 25011 TO12

8/13/2026 8/13/2026

PROJECT

LOCATION

AutoCAD SHX Text

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GENERAL NOTES:

1. ALL EXISTING UTILITIES ARE SHOWN BASED UPON AVAILABLE UTILITY INFORMATION PROVIDED BY THE CITY OF LAMPASAS, TRIPLE C SURVEYING CO. AND ONE CALL. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY

OF ANY DISCREPANCIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO FIX

DAMAGES INCURRED TO EXISTING UTILITIES DURING CONSTRUCTION.

2. CONTRACTOR SHALL CALL THE ONE CALL CENTER (811) FOR UTILITY LOCATIONS PRIOR TO ANY

WORK IN CITY EASEMENTS OR STREET R.O.W.

3. THE LOCATION AND DEPTH OF ALL UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND THERE MAY BE OTHER UNKNOWN EXISTING UTILITIES NOT SHOWN ON THE PLANS. ALL EXISTING UTILITIES

SHALL BE FIELD VERIFIED AND PROTECTED BY THE CONTRACTOR PRIOR TO THE START OF

CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED.

4. ANY DAMAGE CAUSED TO EXISTING FACILITIES INCLUDING BUT NO LIMITED TO PAVEMENT, CURBS, SIDEWALKS, FENCES, DRIVEWAYS, DRAINAGE STRUCTURES, MAIL BOXES, AND UTILITY PIPELINE

SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR IN THE SAME LOCATION AND IN A

CONDITION AS GOOD OR BETTER THAN FOUND. NO EXTRA COMPENSATION FOR THE REPAIR OF

DAMAGE TO EXISTING ITEMS.

5. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE

REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. OSHA

STANDARDS MAY BE PURCHASED FROM THE GOVERNMENT PRINTING OFFICE. INFORMATION AND

RELATED REFERENCE MATERIALS MAY BE PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN, TEXAS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL JOB SAFETY, MANAGEMENT OF JOB PERSONNEL, SUPERVISION OF THE USE OF THE JOB SITE, EQUIPMENT AND DIRECTION OF ALL

CONSTRUCTION PROCEDURES, METHODS AND ELEMENTS REQUIRED TO COMPLETE THE

CONSTRUCTION OF THE PROPOSED IMROVEMENTS.

7. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF LAMPASAS STANDARD DETAILS AND

SPECIFICATIONS, AS AMENDED BY SPECIAL PROVISION CURRENT AT THE TIME OF BIDDING.

8. THE CONTRACTOR SHALL PROVIDE PROPER TRAFFIC CONTROL SIGNAGE AND BARRICADES AND MAINTAIN TRAFFIC FLOW AS PER THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AT

ALL TIMES. ALL REQUIRED STREET CLOSURES SHALL BE COORDINATED WITH THE CITY OF

LAMPASAS.

9. CONTRACTOR SHALL PROVIDE DRIVEWAY ACCESS TO RESIDENCES AND EMERGENCY VEHICLES AT

ALL TIMES.

10. THE CONTRACTOR SHALL MAINTAIN THE EXISTING WATER AND WASTEWATER LINES IN SERVICE

DURING ALL PHASES OF CONSTRUCTION.

11. TREE SURVEY, CONTOURS, AND BENCHMARK INFORMATION SUPPLIED BY OTHERS. ACTUAL

LOCATION OF TREES AND ELEVATION OF NATURAL GROUND ON THE PROJECT SITE MAY VARY FROM WHAT IS DEPICTED ON THE PLAN SHEETS. ECKERMANN ENGINEERING INC., IS NOT RESPONSIBLE

FOR THE ACCURACY OF THE INFORMATION REGARDING SURVEYS OR BENCHMARK LOCATIONS.

12. THE COORDINATE SYSTEM FOR THIS PROJECT IS BASED ON STATE PLANE COORDINATES.

13. CONTRACTOR SHALL HAVE ALL NECESSARY EROSION AND SEDIMENTATION CONTROLS IN PLACE

PRIOR TO COMMENCING CONSTRUCTION (NO SEPARATE PAY).

14. CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITHIN CITY RIGHT-OF-WAY PER CITY OF

LAMPASAS SPECIFICATION 02931. NO ADDITIONAL PAY.

15. CONTRACTOR TO CONTROL DUST CAUSED BY THE WORK AND COMPLY WITH POLLUTION CONTROL

REGULATIONS OF GOVERNING AUTHORITIES. NO ADDITIONAL PAY.

16. THESE PLANS, PREPARED BY ECKERMANN ENGINEERING, INC, DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF

ECKERMANN ENGINEERING REGISTERED PROFESSIONAL ENGINEER(S) HEREON DOES NOT EXTEND

TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE

PLANS. THE CONSTRUCTION CONTRACTOR IS TO PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS, INCLUDING THE PLANS AND SPECIFICATIONS REQUIRED BY HOUSE BILLS 662 AND 665

ENACTED BY THE TEXAS LEGISLATURE IN THE 70TH LEGISLATURE, REGULAR SESSION.

17. NO BLASTING OR BURNING IS ALLOWED ON THIS PROJECT.

18. CONTRACTOR TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS

REGARDING EXCESS WASTE MATERIAL, INCLUDING METHODS OF HANDLING AND DISPOSAL.

19. WHEN UNLOCATED OR INCORRECTLY LOCATED UNDERGROUND PIPING, OR A BREAK LOCATED IN THE LINE, OR OTHER UTILITIES AND SERVICES ARE ENCOUNTERED DURING SITE OPERATIONS, NOTIFY THE APPLICABLE UTILITY COMPANY IMMEDIATELY TO OBTAIN PROCEDURE DIRECTIONS.

COOPERATE WITH THE APPLICABLE UTILITY IN MAINTAINING ACTIVE SERVICES IN OPERATION.

20. PUMPING OF STORM WATER FROM EXCAVATIONS IS PROHIBITED UNLESS THE STORM WATER

DISCHARGED TO ENCOURAGE SHEET/OVERLAND FLOW. ADDITIONAL EROSION AND SEDIMENT

CONTROLS MAY BE REQUIRED, AT NO ADDITIONAL COST TO THE OWNER AND / OR CITY.

21. NO WORK SHALL BE DONE ON PRIVATE PROPERTY UNTIL EASEMENTS HAVE BEEN ACQUIRED.

22. ANY ITEM CALLED OUT ON PLANS BUT NOT SPECIFICALLY INCLUDED IN A SEPARATE BID ITEM IS TO

BE CONSIDERED SUBSIDIARY TO THE PROJECT, INCLUDING BUT NOT LIMITED TO TRAFFIC

CONTROLS, EROSION CONTROLS, TREE PROTECTION FENCING, PAVEMENT REPAIR, UTILITY

RELOCATIONS, SEEDING, SODDING, ETC.

23. THE CONTRACTOR SHALL PROVIDE THE CITY OF LAMPASAS A RED-LINED COPY OF THE PLANS INDICATING ALL DEVIATIONS FROM THE APPROVED CONSTRUCTION PLANS PRIOR TO RELEASE OF

FINAL PAYMENT AND ACCEPTANCE OF IMPROVEMENTS.

24. CONCRETE, OTHER THAN CONCRETE PAVEMENT AND STRUCTURES, TO BE CLASS "A" (5 SACK, 3000 PSI @ 28- DAYS) AND ALL REINFORCING STEEL TO BE ASTM A615 60, UNLESS OTHERWISE NOTED.

25. ALL DEMOLITION AND EXCAVATED MATERIALS SHALL BE LEGALLY DISPOSED OF OFF THE SITE, UNLESS OTHERWISE INSTRUCTED BY THE OWNER, OR BY THE OWNERS REPRESENTATIVE.

26. ALL ROADWAY CONSTRUCTION FOR THIS PROJECT SHALL GENERALLY CONFORM TO THE

REQUIREMENTS OF TXDOT STANDARD SPECIFICATION FOR CONSTRUCTION OF HIGHWAYS,

STREETS, AND BRIDGES (1993) EDITION UNLESS EXCEPTED OR NOTED ON THESE PLANS OR

CONTRACT DOCUMENT.

27. CONTRACTOR SHALL AVOID CUTTING AND/OR TRIMMING OF EXISTING TREES. EXISTING TREE

TRIMMING SHALL BE IMPLEMENTED ONLY UNDER THE DIRECT SUPERVISION OF THE CITY OF

LAMPASAS REPRESENTATIVE.

28. ALL FIRE HYDRANTS TAKEN OUT OF SERVICE SHALL BE FLAGGED ACCORDINGLY. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY BOTH THE CITY REPRESENTATIVE AND THE FIRE DEPARTMENT OF ANY

FIRE HYDRANTS REMOVED FROM SERVICE.

29. REQUIRED FILL EMBANKMENT SHALL BE PLACED AND COMPACTED PER TECHNICAL SPECIFICATIONS IN MAXIMUM 6" LOOSE LIFTS AND COMPACTED TO MINIMUM 95% STANDARD PROCTOR DENSITY AT

OPTIMUM MOISTURE +2%.

30. ALL DRIVEWAYS SHALL BE CONCRETE AND EXTEND TO ROW LINE PER CITY OF LAMPASAS DETAILS

AND SPECIFICATIONS.

31. ALL UTILITY APPURTENANCES, INLUDING MANHOLES, VALVES, CLEANOUTS, ETC. SHALL BE ADJUSTED TO MATCH FINISHED GRADE AND/OR PAVEMENT ELEVATION. ALL MATERIALS REQUIRED

TO ADJUST TO GRADE SHALL BE FURNISHED BY THE CONTRACTOR.

32. THE CITY'S LANDFILL MAY BE USED FOR DISPOSAL OF THE CONSTRUCTION DEBRIS INCLUDING BASE, ASPHALT, CONCRETE, ETC. THE CONTRACTOR WILL BE REQUIRED TO PUSH PILES OF DEBRIS OFF EDGE OF THE HILL AFTER DUMPING. THERE IS NO COST FOR DUMPING CONSTRUCTION MATERIALS.

EROSION CONTROL AND TREE PROTECTION NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR DEWATERING OF WORK AREAS. WHEN REQUIRED CONTRACTOR SHALL DEWATER EXCAVATED AREAS USING A CITY METHOD (I.E. SILT FENCE, HAY BALE DIKE, ROCK

BERM, ETC.)

2. CONTRACTOR SHALL PROVIDE TEMPORARY STAGING AND SPOILS AREA AS NEEDED AND PROVIDE

ADDITIONAL SILT FENCE ALONG THE DOWNSTREAM SIDE OF THESE AREAS THROUGHOUT

CONSTRUCTION.

3. IF DISTURBED AREA IS NOT TO BE WORKED ON FOR MORE THAN 14 DAYS, DISTURBED AREA NEEDS

TO BE STABILIZED BY REVEGETATION, MULCH, TARP, OR REVEGETATION MATTING.

4. CITY INSPECTOR HAS THE AUTHORITY TO ADD AND/OR MODIFY EROSION/ SEDIMENTATION

CONTROLS ON SITE TO KEEP PROJECT IN-COMPLIANCE WITH THE CITY RULES AND REGULATIONS.

5. CONTRACTOR SHALL UTILIZE DUST CONTROL MEASURES DURING SITE CONSTRUCTION SUCH AS IRRIGATION TRUCKS AND MULCHING AS PER CITY REQUIREMENTS, OR AS DIRECTED BY THE CITY

INSPECTOR.

6. CONTRACTOR SHALL PREPARE SWPPP AND FILE NOTICE OF INTENT PRIOR TO CONSTRUCTION, IF

REQUIRED.

7. LIMITS OF CONSTRUCTION SHALL BE CONTAINED WITHIN PUBLIC RIGHT OF WAY WHERE UTILITY

WORK IS WITHIN RIGHT OF WAY. LIMITS OF CONSTRUCTION SHALL BE LIMITS OF TEMPORARY

CONSTRUCTION EASEMENT WHERE WORK IS TO BE PERFORMED OUTSIDE OF PUBLIC RIGHT OF WAY.

8. ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION SHALL BE REVEGETATED PER CITY OF

LAMPASAS OR TXDOT SPECIFICATIONS AT NO ADDITIONAL COST TO OWNER.

9. ALL TREES WITHIN THE LIMITS OF CONSTRUCTION THAT ARE TO REMAIN SHALL BE PROTECTED PER

CITY OF LAMPASAS DETAILS.

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1608 S MAIN ST

LUCIO ROBERT

BARNES ST

GONZALES DANIEL ETUX MELISSA S

1607 S MAIN ST

MUNOZ OPHELIA

MAIN ST

CORTEZ JUAN

1601 MAIN ST

MUNOZ OPHELIA

306 PEACH ST

CARDENAS JESSE

305 1/2 BARNES ST

SANCHEZ ROSALIE 305 BARNES ST

GONZALES MARTIN B

18 SUE ANN DR

BROWN HALEY D

20 SUE ANN DR

BOZARTH M F

22 SUE ANN DR

HENDERSON IMOGENE

24 SUE ANN DR

WHITE BRENDA L

ETVIR ROGER B II

28 SUE ANN DR

MEEK ROBERT &

LORI JEAN

30 SUE ANN DR

KIRBY SHANNA

BARNES ST

YRUEGAS AMPARO T

1704 S MAIN ST

UVALLE JR JUAN M

1702 S MAIN ST

MACEYRA MANUEL1701 S MAIN ST

GRAY SHAUNESSY206 BARNES ST

TOBAR ELAINE

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LEGEND:

PROPERTY LINE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING WASTEWATER LINE

EXISTING WATER LINE

EXISTING OVERHEAD ELECTRIC LINE

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING GAS LINE

SAWCUT LINE

EXISTING TREE TO REMAIN

EXISTING ASPHALT PAVEMENT AND BASE TO BE REMOVED

EXISTING ROAD BASE TO BE REMOVED AND RECOMPACTED

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NOTES:

1. SURVEY INFORMATION PROVIDED BY CUPLIN AND ASSOCIATES, INC., RECEIVED

ELECTRONICALLY MAY 2026. NO WARRANTY IS EXPRESSED AS TO ITS ACCURACY.

2. CONTRACTOR SHALL SAW CUT AND REMOVE PAVEMENT AS NEEDED TO PROVIDE A SQUARE

EDGE FOR PROPOSED PAVEMENT. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION

BETWEEN EXISTING AND PROPOSED PAVEMENT.

STA. 1+75.15 ~ BARNES STREET

BEGIN PROJECT

SAWCUT EXISTING PAVEMENT

N: 10353728.78

E: 2972256.31

(SEE NOTE 2)

STA. 7+00.79 ~ BARNES STREET

END PROJECT

SAWCUT EXISTING PAVEMENT

N: 10353851.56 E: 2972767.40

(SEE NOTE 2)EXISTING ASPHALT PAVEMENT

TO BE REMOVED (180 SY)

EXISTING ASPHALT PAVEMENT

TO BE REMOVED (619 SY)

EXISTING FLEX BASE TO BE

REMOVED TO A DEPTH OF 8"

AND REUSED (663 SY)

BEGIN BARNES STREET

N 10,353,705.24 E 2,972,174.49 0+90.00

LINE (1)

N73° 25' E 52.79' N 10,353,720.31 E 2,972,225.09 1+42.79

LINE (1)

CURVE (2)

BC N 10,353,720.31 E 2,972,225.09 1+42.79

CTR N 10,353,071.52 E 2,972,417.76

PI N 10,353,723.08 E 2,972,234.43

DIRECTION BACK N73° 28' E

RADIUS 676.79'

DELTA 1°39'(RT)

LENGTH 19.50'

TANGENT 9.75'

CHORD DIRECTION N74° 17' E DISTANCE 19.50'

DIRECTION AHEAD N75° 07' E

EC N 10,353,725.59 E 2,972,243.86 1+62.29

CURVE (2)

LINE (3)