ESBD_377008_1728500132592_Addendum 2 - RFB 24BCP10A - Old McDade Road Bridge Replocation Project.pdf

Bastrop County - RFB 24BCP10A - Page 1

REQUEST FOR BIDS

Old McDade Road Bridge Relocation Project

RFB 24BCP10A

October 9, 2024

ADDENDUM #2

Notice to Respondents:

This addendum will be considered a part of Bastrop County’s Request for Bids for the Old McDade Road Bridge Relocation Project. Where provisions of this addendum differ from those of the original Request for Bids, this addendum will govern.

ACKNOWLEDGED

Printed Name of Respondent Authorized Signature Date

RETURN ONE COPY SIGNED COPY OF THIS ADDENDUM TO THE PURCHASING OFFICE WITH YOUR SEALED BID. FAILURE TO DO SO, MAY AUTOMATICALLY DISQUALIFY YOUR RESPONSE FROM CONSIDERATION FOR AWARD.

Bastrop County - RFB 24BCP10A - Page 2

ITEMS FOR ADDENDUM #2:

Bastrop County determined that there was an issue with missing information within the General Notes (C1.00) of the construction drawings. The following changes were made by the project engineer:

• Note #25 added to General Notes section.

o “Contractor shall obtain all necessary permits from the City of Elgin. The cost of permitting shall be incidental to the project and will not be measured separately for payment.”

• Transportation section relocated and renumbered to include the notes previously identified as “#8 and #9”.

• Bridge Construction section relocated.

Because of these changes, Bastrop County is going to allow additional time for bid submissions. The new due date for all bids to be submitted to Bastrop County is 2:00PM on October 22, 2024. All submissions must be mailed, or hand delivered to:

Bastrop County Attn: Leon Scaife 1501 Business Park Drive Bastrop, Texas, 78602

**Bidders are encouraged to submit their Bids as soon as possible. The time and date of receipt as recorded in the Bastrop County Purchasing Office shall be the official time of receipt. The County is not responsible for late delivery of mail or another carrier. Late Bids will not be considered under any circumstances.

B A

ST

R

O P

C O

U N

TY

O

LD

M cD

AD

E R

O

AD

BR

ID

G E

O

VE

R B

IG

SA

N D

Y C

R

EE

K

BR

ID

G

E R

EL

O

C

AT

IO

N

E.

J

O H

N W

. C

AR

PE

N

TE

R

F R

EE

W

AY

, S

U

IT

E

IR

VI

N G

, T X

PH

O N

E:

-4

-5

W W

W .K

IM

LE

Y- H

O R

N .C

O M

KI

M

LE

Y-

H O

R N

A N

D A

SS

O

C

IA

TE

S, IN

C

TE

XA

S

R

EG

IS

TE

R

ED

E N

G

IN

EE

R

IN

G

F

IR

M

F-

R

Know what'sbelow.

before you dig.Call

G

EN

ER

AL

N O

TE

S

C1.00

GENERAL

1. ALL WORK SPECIFIED IN THESE GENERAL NOTES SHALL BE SUBSIDIARY TO THE PAY ITEMS LISTED IN THE

CONTRACT UNLESS OTHERWISE NOTED.

2. THE CONTRACTOR SHALL MAINTAIN A NEAT AND ACCURATE RECORD OF CONSTRUCTION, INCLUDING

REVISIONS OR OMISSIONS, FOR THE COUNTY'S RECORD.

3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ELGIN CONSTRUCTION STANDARDS AND

SPECIFICATIONS UNLESS NOTED OR INCLUDED OTHERWISE.

4. THE TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND

MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES ADOPTED BY THE TEXAS DEPARTMENT OF

TRANSPORTATION NOVEMBER 1, 2014 ARE INCLUDED IN THE CONTRACT BY REFERENCE. THE LIST OF TECHNICAL SPECIFICATIONS REQUIRED FOR THE PROJECT, INCLUDE BUT MAY NOT BE LIMITED TO:

a. ITEM 104 REMOVING CONCRETE

b. ITEM 110 EXCAVATION

c. ITEM 132 EMBANKMENT

d. ITEM 160 TOPSOIL

e. ITEM 162 SODDING FOR EROSION CONTROL

f. ITEM 247 FLEXIBLE BASE

g. ITEM 400 EXCAVATION AND BACKFILL FOR STRUCTURES

h. ITEM 416 DRILLED SHAFT FOUNDATIONS

i. ITEM 420 CONCRETE SUBSTRUCTURES

j. ITEM 422 CONCRETE SUPERSTRUCTURES

k. ITEM 423 RETAINING WALLS

l. ITEM 432 RIPRAP m.ITEM 441 STEEL STRUCTURES

n. ITEM 442 METAL FOR STRUCTURES

o. ITEM 446 FIELD CLEANING AND PAINTING STEEL

p. ITEM 447 STRUCTURAL BOLTING

q. ITEM 448 STRUCTURAL FIELD WELDING

r. ITEM 500 MOBILIZATION

s. ITEM 506 TEMPORARY EROSION, SEDIMENTATION, AND ENVIRONMENTAL CONTROLS

t. ITEM 528 COLORED TEXTURED CONCRETE AND LANDSCAPE PAVERS

u. ITEM 529 CONCRETE CURB, GUTTER, AND COMBINED CURB AND GUTTER

v. ITEM 531 SIDEWALKS

5. RAMP MAX. TRANSVERSE SLOPE =2.0%ALL BARRIER FREE RAMP AND SIDEWALK CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE TEXAS DEPARTMENT OF LICENSING AND REGULATION (TDLR) AND TEXAS ACCESSIBILITY STANDARDS (TAS). SHOULD FIELD CONDITIONS VARY FROM PLAN INFORMATION, THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. THE FOLLOWING

CRITERIA MUST BE MET ON ALL NEW SIDEWALK AND RAMP CONSTRUCTION:

a. SIDEWALK MAX. LONGITUDINAL SLOPE = 5.0%

b. SIDEWALK MAX. TRANSVERSE SLOPE = 2.0%

c. RAMP MAX. LONGITUDINAL SLOPE = 1:12 (8.33%)

d. RAMP MAX. TRANSVERSE SLOPE =2.0%

e. CONTRACTOR SHALL FIELD SURVEY ALL TIE-IN POINTS AND VERIFY THE MAXIMUM SLOPES ARE NOT

EXCEEDED PRIOR TO PLACEMENT OF PAVING.

f. A 5' x 5' PASSING ZONE SHALL BE PROVIDED EVERY 200' ( 5' WIDE LEAD WALKS, DRIVEWAYS, STREETS AND

ALLEYS THAT CROSS THE PEDESTRIAN WAY MAY BE USED AS PASSING ZONES IF THERE IS AN 5' WIDE, 2%

MAX CROSS SLOPE SURFACE AVAILABLE)

5. CONTRACTOR SHALL PROVIDE 48" MINIMUM CLEAR WALKING SPACE ON SIDEWALKS AROUND ANY

OBSTRUCTIONS, (POWER POLES, ANCHORS, ETC).

6. CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REQUIRED FROM THE COUNTY OF BASTROP PRIOR

TO COMMENCEMENT OF WORK.

7. THE COUNTY OF BASTROP PROJECT MANAGER IS TO BE NOTIFIED BY TELEPHONE & EMAIL 48 HOURS IN

ADVANCE OF ALL CONSTRUCTION.

8. CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES AFFECTED BY THESE OPERATIONS PRIOR TO COMMENCEMENT OF

WORK.

9. WASHING OF EQUIPMENT, INCLUDING TRUCKS, SHALL NOT BE PERMITTED ON THE JOB SITE EXCEPT AT THE

STABILIZED CONSTRUCTION EXIT OR WHERE PLANS INDICATED ON THE EROSION CONTROL.

10. ALL COMMERCIAL AND RESIDENTIAL YARDS AND PROPERTIES ALONG THE PROJECT LIMITS THAT ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO THEIR PREVIOUS CONDITION. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, FENCES, RETAINING WALLS, CONCRETE FLAT WORK, LANDSCAPING, SHRUBS, TREES, GROUND COVER, IRRIGATION SYSTEMS, ETC. IMPROVEMENTS SHALL MATCH SIZE, SECTION, COLOR, TYPE, MATERIALS AND WORKMANSHIP. THIS WORK SHALL INCLUDE ALL PARKWAY AND MEDIAN

IMPROVEMENTS AND NO SEPARATE PAY ITEM SHALL BE MADE.

11. THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE COUNTY OF BASTROP TO WORK OUTSIDE OF

NORMAL WORKING HOURS.

12. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE OWNERS REPRESENTATIVE OF ANY OMISSIONS, DISCREPANCIES, OR DIMENSIONAL ERRORS PRIOR TO THE BEGINNING OF FABRICATION OF ANY WORK OR MATERIALS, OTHERWISE THE CORRECTIONS (AND ASSOCIATED

COST) WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

13. CONTRACTOR SHALL MAINTAIN AT LEAST ONE 10' WIDE ALL-WEATHER DRIVEWAY ACCESS FOR INGRESS/EGRESS OF VEHICULAR TRAFFIC TO/FROM PRIVATE PROPERTY THROUGHOUT THE DURATION OF THE PROJECT; WHEN CONCRETE IS BEING PLACED AND CURED, THE CONTRACTOR SHALL LEAVE OUT THE PORTION OF THE STREET THAT CONNECTS TO ANY DRIVEWAY DURING STREET PAVING CONSTRUCTION, IN ORDER TO ALLOW THE PROPERTY OCCUPANTS TO USE THE DRIVEWAY. WHEN THE STREET PAVING IS CURED, THE PROPERTY OCCUPANTS WILL PARK ON THE STREET WHILE THE DRIVEWAY/ STREET SECTION IS PLACED AND CURED. CONTRACTOR SHALL COORDINATE WITH OCCUPANTS REGARDING DRIVEWAY RECONSTRUCTION.

14. CONTRACTOR SHALL PREPARE PHOTOGRAPHS AND A VIDEO OF THE PROJECT SITE DOCUMENTING SITE CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VIDEO SHALL CLEARLY SHOW ALL PUBLIC AND PRIVATE IMPROVEMENTS WITHIN AND ADJACENT TO THE PROJECT LIMITS INCLUDING, BUT NOT LIMITED TO, DRIVEWAYS, FENCES, STRUCTURES, LANDSCAPING, POOLS, ABOVE GROUND UTILITIES, RETAINING WALLS, ETC. NO SEPARATE PAYMENT SHALL BE MADE FOR PREPARATION OF PHOTOGRAPHS AND VIDEO.

15. THESE PLANS DO NOT 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 LICENSED PROFESSIONAL ENGINEER(S) HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE PLANS. THE CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEM, INCLUDING THE PLANS AND SPECIFICATIONS REQUIRED BY THE HOUSE BILLS 662 AND 665 ENACTED BY THE TEXAS LEGISLATURE IN THE 70TH LEGISLATURE - REGULAR

SESSION.

16.EXISTING TOPSOIL EXCAVATED FOR THE PROJECT SHALL BE SALVAGED, STOCKPILED AND REINSTALLED TO FINAL GRADE. IF TOPSOIL MATERIAL IS NOT SALVAGED OR IS INSUFFICIENT TO ESTABLISH FINAL GRADE, THE CONTRACTOR SHALL PROVIDE IMPORTED TOPSOIL AT NO ADDITIONAL COST. BLOCK SOD TO MATCH EXISTING GRASS TYPE IN THE ADJACENT YARD SHALL BE INSTALLED ON 4 INCHES OF TOPSOIL IN ALL DISTURBED PARKWAY AREAS BETWEEN THE PROPERTY LINE AND THE CURB ON RESIDENTIAL LOTS. THE COST OF THE

TOPSOIL SHALL BE SUBSIDIARY TO THE INSTALLATION OF THE SOD.

17. SIDEWALKS SHALL BE REPLACED UP TO THE NEXT ADJACENT CONSTRUCTION JOINT IF DAMAGED BY THE CONTRACTOR AND FOR SIDEWALK REMOVAL/REPLACEMENT. NO PARTIAL SIDEWALK PANELS WILL BE

ALLOWED TO REMAIN.

18. A METAL PLATE OR TEMPORARY ASPHALT PAVING PATCH SHALL BE PLACED OVER ANY OPEN CONSTRUCTION TRENCH AT THEN END OF EACH WORK DAY. NO OPEN TRENCHES SHALL BE PERMITTED OVERNIGHT. THE CONTRACTOR SHALL PROVIDE ALL FENCING AND/OR BARRICADES TO MAINTAIN PUBLIC SAFETY AROUND THE CONSTRUCTION AREA. THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO ALL OTHER BID ITEMS. (NO

SEPARATE PAY)

GENERAL NOTES CONTINUED

19. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE COUNTY OF BASTROP FOR EACH PHASE OF THE PROJECT. ITEMS AND DATES TO BE SPECIFICALLY ADDRESSED IN THE SCHEDULE SHALL INCLUDE MOVE-IN, DEMOLITION, UTILITY ADJUSTMENTS, STORM DRAINAGE CONSTRUCTION, SUBGRADE PREPARATION, PLACEMENT OF STEEL, AND CONCRETE PLACEMENT OF. THE SCHEDULE SHALL BE UPDATED MONTHLY THROUGHOUT THE PROJECT AND PROVIDED TO THE ENGINEER AND OWNER TO REFLECT

CHANGES DUE TO INCLEMENT WEATHER, ETC.

20.ANY CONSTRUCTION ITEM SHOWN ON THESE PLANS OR OTHER REQUIRED WORK FOR WHICH THERE IS NO SPECIFIC BID ITEM IN THE PROPOSAL SHALL BE CONSIDERED SUBSIDIARY TO THE OTHER BID ITEMS AND NO

SEPARATE PAYMENT SHALL BE MADE.

21.STAGING AREA PROVIDED ON THE PLANS IS LOCATED WITHIN THE FLOODPLAIN. CONTRACTOR MAY USE THIS STAGING AREA AT THEIR OWN RISK. ALTERNATE STAGING LOCATIONS SHALL BE SUBMITTED FOR CITY

APPROVAL IF DESIRED.

22.ALL WASTE RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OF AT A LEGAL DISPOSAL FACILITY OFF-SITE BY THE CONTRACTOR AT THEIR OWN EXPENSE UNLESS OTHERWISE SPECIFIED OR AGREE

TO BY THE OWNER.

23.SHOP DRAWINGS AND MANUFACTURE'S CERTIFICATIONS SHALL BE SUBMITTED TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. SUBMITTALS THAT SHALL BE SUBMITTED FOR REVIEW SHALL INCLUDED, BUT ARE NOT LIMITED TO, MATERIALS, TRAFFIC CONTROL, FENCING, PEDESTRIAN BRIDGE, CONCRETE RIPRAP, CONCRETE, REINFORCING STEEL, AND APPURTENANCES.

24.THE CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAWS CONCERNING

EXCAVATION, EMISSIONS, TRENCHING, SHORING, AND SITE SAFETY.

25.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF ELGIN. THE COST OF PERMITTING SHALL BE INCIDENTAL TO THE PROJECT AND WILL NOT BE MEASURED SEPARATELY FOR PAYMENT.

REMOVAL NOTES

1. CONTRACTOR SHALL SAW-CUT THE LIMITS OF PAVEMENT REMOVAL.

2. ALL WASTE RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OF AT A LEGAL DISPOSAL

FACILITY OFF-SITE BY THE CONTRACTOR AT THEIR OWN EXPENSE UNLESS OTHERWISE SPECIFIED OR AGREED

TO BY THE OWNER.

STORMWATER MANAGEMENT & EROSION CONTROL

1. APPROXIMATELY 0.1 ACRES WOULD BE DISTURBED WITH THIS CONSTRUCTION.

2. THE CONTRACTOR SHALL PROVIDE CONTROL MEASURES TO PREVENT OR MINIMIZE THE IMPACT OF THE

CONTRACTOR'S OPERATIONS TO RECEIVING WATER AS REQUIRED BY THE PLANS, STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND THE TCEQ CONSTRUCTION GENERAL PERMIT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REMOVAL OF EROSION CONTROL DEVICES AFTER FINAL

ACCEPTANCE OF THE PROJECT.

3. EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE

INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT.

4. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND

SPECIFICATIONS FOR THE PROJECT.

5. NO OIL OR HAZARDOUS MATERIALS SHALL BE STORED IN THE CONSTRUCTION SITE.

6. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION

FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REQUIRED TO BE REVISED AND/OR ADDITIONAL

EROSION CONTROL DEVICES WILL BE REQUIRED ON SITE BY THE CONTRACTOR.

7. THE CONTRACTOR SHALL CLEAN PAVED SURFACES, AS NECESSARY, TO REMOVE SEDIMENT THAT HAS ACCUMULATED ON THE ROADWAY AND PROPERLY DISPOSE OF ALL COLLECTED SEDIMENT AS APPROVED BY

OWNER IN WRITING.

8. MEASUREMENT AND PAYMENT FOR TEMPORARY EROSION, SEDIMENTATION, AND WATER POLLUTION PREVENTION AND CONTROL SHALL INCLUDE ALL LABOR AND MATERIALS ASSOCIATED WITH INSTALLATION, MAINTENANCE, AND ULTIMATE REMOVAL AS SHOWN IN THE CONSTRUCTION DRAWINGS OR SIMILAR DOCUMENT AND ESTABLISHING PERMANENT GROUND COVER ON DISTURBED LAND AREAS CREATED BY THE

REMOVAL OF BMP'S IS SUBSIDIARY TO OTHER PAY ITEMS IN THE CONTRACT.

9. REVEGETATION OF ALL DISTURBED SOIL SHALL BE INITIATED WITHIN FOURTEEN (14) DAYS OF FINAL

CONSTRUCTION OPERATIONS.

TREE PROTECTION

1. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION, UNLESS OTHERWISE NOTED ON PLANS. NO TREE SHALL BE REMOVED WITHOUT THE WRITTEN PERMISSION FROM THE COUNTY OF BASTROP PROJECT MANAGER UNLESS MARKED AND APPROVED FOR REMOVAL. PAY ITEMS IN THE CONTRACT FOR TREE REMOVAL, IF ANY, ARE TO BE USED ONLY AS DIRECTED BY THE COUNTY OF BASTROP. ANY DAMAGE TO PROTECTED TREES SHALL BE EVALUATED BY THE OWNER FOR ACTION. ANY REQUIRED ACTION TO ADDRESS DAMAGE TO PROTECTED TREES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE COMPLETED AT THE

CONTRACTORS EXPENSE.

2. ANY TREE ROOTS 2” IN DIA OR LARGER THAT ARE CUT SHALL BE CUT CLEAN; NO RIPS OR TEARS. TREE ROOTS THAT HAVE RIPS OR TEARS SHALL BE CUT CLEAN. EXPOSED TREE ROOTS SHALL BE COVERED WITH SOIL, AND

WATERED.

TRANSPORTATION

1. TRAFFIC ROUTING AND ALL OTHER TRAFFIC MATTERS SHALL BE COORDINATED WITH THE COUNTY OF

BASTROP ENGINEERING DEPARTMENT AT (512) 581-7176.

2. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NECESSARY WARNING AND SAFETY DEVICES TO PROTECT THE PUBLIC SAFETY AND HEALTH UNTIL ALL WORK HAS BEEN COMPLETED AND ACCEPTED. ALL BARRICADES, WARNING SIGNS, LIGHTS, DEVICES, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS, MUST CONFORM TO THE INSTALLATION SHOWN IN THE CURRENT EDITIONS OF

THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".

3. NO STOP, YIELD, SPEED LIMIT, OR OTHER REGULATORY SIGN SHALL BE RELOCATED OR REMOVED WITHOUT PRIOR APPROVAL BY THE COUNTY. THE CONTRACTOR MUST CONTACT TRAFFIC OPERATIONS AND OBTAIN

PERMISSION FOR ANY CHANGES IN THESE SIGNS.

4. ACCESS TO ABUTTING PROPERTY DURING THE CONSTRUCTION OF THIS PROJECT MUST BE MAINTAINED FOR EMERGENCY AND LOCAL TRAFFIC AT ALL TIMES, EXCEPT AS OTHERWISE ALLOWED BY THESE PLANS OR BY

THE COUNTY PROJECT MANAGER.

5. NEW SIGNS SHALL BE INSTALLED BY THE COUNTY OF BASTROP. SIGNS THAT ARE TO BE REMOVED & RESET SHALL BE DONE BY CONTRACTOR. SIGNS TO BE SALVAGED SHALL BE REMOVED BY THE CONTRACTOR.

REMOVE & RESET SHALL INCLUDE THE SIGN AND SIGN POLE ASSEMBLY, INCLUDING THE FOUNDATION.

CONTRACTOR SHALL STORE ANY SIGNS THAT ARE TO BE RESET. ALL REGULATORY SIGNS DISTURBED BY CONSTRUCTION SHALL BE REMOVED AND RESET IN LOCATIONS APPROVED BY THE COUTY OR AS SHOWN ON THE PLANS. CONTRACTOR SHALL NOT REMOVE ANY REGULATORY SIGN WITHOUT CITY APPROVAL AND SHALL PROVIDE TEMPORARY REGULATORY SIGNAGE AS REQUIRED. ALL REGULATORY SIGNS IN CONFLICT WITH

PAVING SHALL BE RELOCATED AS DIRECTED BY THE COUNTY OF BASTROP.

6. IF, IN THE OPINION OF THE OWNER, THE TRAFFIC CONTROL BEING PROVIDED BY THE CONTRACTOR IS INADEQUATE IN TERMS OF SAFETY, OR UNREASONABLY RESTRICTS TRAFFIC FLOW, THE CONTRACTOR SHALL IMMEDIATELY REVISE THE TRAFFIC CONTROL, INCLUDING ANY SIGNS, BARRICADES AND PLACEMENT/REMOVAL OF PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER. ALL TRAFFIC CONTROL MODIFICATIONS SHALL BE

SUBSIDIARY TO THE TRAFFIC CONTROL BID ITEMS AND NO SEPARATE PAY SHALL BE MADE.

BRIDGE CONSTRUCTION

1. EXISTING TRUSSES TO BE DELIVERED TO SITE BY OTHERS AND CONTRACTOR SHALL EXAMINE FOR FAILED

MATERIAL PRIOR TO INSTALLATION.

2. CONTRACTOR TO ERECT A TEMPORARY ENCLOSURE FOR COATING REMOVAL AND APPLICATION OF NEW

COATING.

3. CONTRACTOR RESPONSIBLE FOR CONTAINMENT AND DISPOSAL OF ALL WASTE PRODUCED IN THE COATING

REMOVAL AND COATING APPLICATION PROCESSES AS DESCRIBED IN THE COATING SPEC.

4. CONTRACTOR RESPONSIBLE FOR STORING/MAINTAINING NEW AND EXISTING BRIDGE STEEL MEMBERS.

UTILITY

1. LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE BASED ON INFORMATION PROVIDED BY THE OWNERS OF THE UTILITIES AND FIELD SURVEYS. THERE MAY ALSO BE EXISTING UTILITIES THAT ARE NOT SHOWN. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE ACCURACY OF THIS INFORMATION. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. IF A CONFLICT IS DISCOVERED BETWEEN EXISTING UTILITIES AND PROPOSED IMPROVEMENTS, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. IT SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO COORDINATE WITH UTILITY COMPANIES FOR ANY NECESSARY RELOCATION OF FACILITIES AND NO SEPARATE PAYMENT SHALL BE MADE. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT CONTRACTOR'S SOLE EXPENSE. CONTRACT TIME SHALL NOT BE EXTENDED DUE TO DELAYS

CAUSED BY UTILITY COORDINATION.

2. AT LEAST 48 HOURS BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL FRANCHISE UTILITIES IN THE AREA BY CALLING 1-800-344-8377 FOR UNDERGROUND UTILITY LOCATION VERIFICATION. ALL UNDERGROUND UTILITY LOCATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES AND NOTIFYING THE VARIOUS UTILITIES BEFORE CONSTRUCTION. THE DETERMINATION OF THE LOCATIONS OF THE UTILITIES SHALL NOT BE CONSIDERED SUFFICIENT BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION FOR EXTRA WORK OR FOR INCREASING THE PAY QUANTITIES IN ANY MANNER WHATSOEVER. CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REQUIRED FROM THE COUNTY OF BASTROP PRIOR TO COMMENCEMENT OF

WORK.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL UTILITIES ENCOUNTERED DURING CONSTRUCTION OPERATIONS. ANY DAMAGE TO UTILITIES DONE BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO THE SATISFACTION OF THE UTILITY OWNER AND THE CITY AT THE ENTIRE EXPENSE OF

THE CONTRACTOR.

4. NOTIFY TEXAS 811 TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION.

5. THE CONTRACTOR SHALL COMPLY WITH OSHA REGULATIONS AND STATE OF TEXAS LAWS CONCERNING

EXCAVATION, EMISSIONS, TRENCHING, SHORING, AND SITE SAFETY.

6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO:

a. ADJUST ANY EXISTING MANHOLES, VALVES, AND CLEANOUTS TO FINISHED GRADES IN EXPOSED AREAS.

b. PREVENT ANY DAMAGE TO PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC.

c. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION

d. PROTECT ALL UNDERGROUND UTILITIES

e. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF

CONSTRUCTION.

ACCESS AND STAGING NOTES

1. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING UTILITIES.

2. CONTRACTOR SHALL SUBMIT A PLAN TO PROTECT EXISTING SANITARY SEWER LINES DURING BRIDGE

CONSTRUCTION. PLAN SHALL INCLUDE SUFFICIENT DETAIL TO COMMUNICATE HIS PLAN TO ENSURE NO DAMAGE TO EXISTING SANITARY LINES FROM EQUIPMENT, DRILLING OR OTHER CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL INCLUDE IN HIS PLAN A PRE-CONSTRUCTION AND POST-CONSTRUCTION VIDEO INSPECTION OF SANITARY SEWER LINES. NO ADDITIONAL LOADING SHALL BE PERMITTED ON THE EXISTING UTILITY LINES. CONTRACTOR SHALL USE MATTING, FILL, OR OTHER APPROVED METHODS TO DEMONSTRATE

LOADING IS NOT INDUCED ON THE LINES AND SUBMIT PLAN TO THE CITY FOR APPROVAL.

AD

D

EN

D U

M

/0

7/

TL

S