ESBD_File_353574_011859-24-02-plans.pdf

PDF 7 MB Posted Aug 2, 2024

Attached to: RFC 011859-24-02, 03 Salt Sheds, Paris District
Solicitation number: 011859-24-02
Issued by: Freestone County, Texas

About this file

Written by GovTribe AI · Aug 21, 2024

This document is a Notice to Contractors for a Texas Department of Transportation (TxDOT) project to construct 30'x60' fabric salt sheds at two maintenance facility locations in the Paris District, specifically in Greenville, Texas and Mt. Vernon, Texas. The project, identified as RFC 011859-24-02 and 011859-24-03, has an estimated cost of $260,000 and requires a $5,000 bid guaranty/bid bond. A mandatory pre-bid meeting is scheduled for April 2, 2024 at 9:00 AM CT at the Greenville site, followed by site visits at 10:30 AM and 1:00 PM CT the same day. Requests for information are due by April 8, 2024, and bids are due by May 8, 2024 at 1:00 PM CT to the TxDOT state headquarters in Austin.

The project involves the construction of two fabric salt storage sheds, each 30'x60' in size, with concrete slabs and 8-foot walls. Bidders must bid on all items as specified in the plans and specifications. The contract will not be awarded to any contractor, firm, or subcontractor currently debarred from bidding on TxDOT projects. TxDOT reserves the right to reject any and all proposals. If the project estimate and/or contractor's estimate is $100,000 or greater, the use of Historically Underutilized Businesses (HUBs) is mandated, and a HUB Subcontracting Plan must be submitted with the proposal.

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ESBD_File_353574_011859-24-02-proposal.pdf	PDF	Aug 2, 2024
ESBD_File_353574_011859-24-02-ethics.pdf	PDF	Aug 2, 2024
ESBD_File_353574_011859-24-02-standardconditions.pdf	PDF	Aug 2, 2024
ESBD_File_353574_011859-24-02-hubinstructions.pdf	PDF	Aug 2, 2024
ESBD_File_353574_011859-24-02-specs.pdf	PDF	Aug 2, 2024

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GENERAL NOTES

1. WORK SHALL CONFORM TO THE CONSTRUCTION DOCUMENTS &

APPLICABLE BUILDING CODES (INCLUDING FEDERAL & STATE CODES,

ORDINANCES, REGULATIONS, ETC.) CONSTRUCTION DOCUMENTS

INCLUDE DRAWINGS & SPECIFICATIONS PLUS ANY ADDENDA TO THE

AFOREMENTIONED.

2. CONSTRUCTION DOCUMENTS ARE INTENDED TO INCLUDE ITEMS

NECESSARY TO CONVEY DESIGN INTENT OF THE WORK.

MANUFACTURERS' INSTRUCTIONS SHALL BE CONSIDERED AS PART OF

THE SPECIFICATIONS WHETHER INCLUDED OR NOT IN THE

SPECIFICATION MANUAL.

3. PERIODIC SITE VISITS BY OWNER'S REPRESENTATIVE SHALL NOT BE

CONSTRUED AS SUPERVISION OF MEANS, METHODS, TECHNIQUES,

SEQUENCES OR PROCEDURES FOR CONSTRUCTION, NOR IMPLY

RESPONSIBILITY FOR PROVIDING A SAFE PLACE FOR PERFORMANCE

OF WORK BY CONTRACTOR OR CONTRACTOR'S EMPLOYEES, OR

EMPLOYEES OF SUPPLIERS, OR FOR ACCESS, VISITS, USE, WORK,

TRAVEL, OR OCCUPANCY BY ANY PERSON.

4. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE CONSTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

5. CONTRACTOR SHALL:

- VERIFY DIMENSIONS & FIELD CONDITIONS BEFORE PROCEEDING.

- NOTIFY TxDOT OF FIELD CONDITIONS REQUIRING DEVIATIONS

FROM CONSTRUCTION DOCUMENTS BEFORE THE CONSTRUCTION

OF ANY MODIFICATION.

- PROVIDE ADEQUATE BRACING & SHORING AS NECESSARY UNTIL

PERMANENT SUPPORTS & STIFFENERS ARE INSTALLED.

- IMMEDIATELY REPAIR OR REPLACE DAMAGED OR DEFECTIVE

WORK TO THE APPROVAL OF (AND AT NO ADDITIONAL COST TO)

THE OWNER

- NOTIFY OWNER AND/ OR TESTING AGENCY & APPROPRIATE

INSPECTORS AT CRITICAL CONSTRUCTION MILESTONES IN ORDER

TO OBTAIN NECESSARY APPROVALS & INSPECTIONS PRIOR TO

COMMENCEMENT OF SUBSEQUENT WORK.

- TAKE REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND

PROVIDE REASONABLE PROTECTION TO PREVENT DAMAGE,

INJURY OR LOSS TO:

a) EMPLOYEES & ALL OTHER AFFECTED PERSONS

b) ALL WORK, MATERIALS & EQUIPMENT

c) OTHER PROPERTY AT SITE OR ADJACENT THERETO.

- UPON COMPLETION OF THE WORK, REMOVE MATERIALS, TOOLS &

EQUIPMENT AND LEAVE SITE IN A CONDITION ACCEPTABLE TO

OWNER.

Support Services Division / Facilities Planning & Management

6230 E. Stassney Ln.

Austin, TX 78744-3147

(512) 416-2257 c

VICINITY MAP

INDEX OF DRAWINGS

PROJECT:

Project Manager:

STRUCTURE:

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DAPHNE HARRIS

(512) 765-3527 Daphne.Harris@TxDOT.GOV

PARIS DISTRICT MULTI-SITE

30'x60' FABRIC SALT SHEDS

A. M. Stone, P.E.

Phone: (512) 902-9922 E-mail: Amy.Stone@TxDOT.gov

Facilities Planning & Management Support Services Division, TxDOT 6230 E. Stassney Ln.

Austin, TX 78744

STRUCTURAL

S1.01 STRUCTURAL NOTES AND ESTIMATES QUANTITIES (GREENVILLE)

S1.02 STRUCTURAL NOTES AND ESTIMATES QUANTITIES (MT VERNON)

S2.01 FOUNDATION DETAILS

GENERAL SHEETS

G0.0 COVER SHEET

ARCHITECTURAL

A1.02 GREENVILLE MAINTENANCE FACILITY

A1.03 MT VERNON MAINTENANCE FACILITY

A2.01 PLANS AND ELEVATIONS

SHED: 1800 SQ. FT.

CONCRETE APRON: 300 SQ. FT.

TOTAL SQ. FT.: 2,100 SQ. FT.

SCOPE OF WORK:

WORK OF THE PROJECT INCLUDES THECONSTRUCTION OF A FABRIC STRUCTURE ROOF OVER A CAST IN PLACE CONCRETE FLOOR AND 8 ft. WALLS

AND FABRIC END WALL.

CONTRACTOR SHALL COORDINATE WITH OWNER FOR EXACT LOCATIONS OF BUILDINGS ON SITE.

BUILDING SUMMARY : BUILDING CODES :

INTERNATIONAL BUILDING CODE IBC - 2021 EDITION

WICHITA

FALLS

BEAUMONT

PARIS

ATLANTA

BRYAN

BROWNWOOD

AMARILLO

ABILENE

CHILDRESS

FORT

WORTH

CORPUS

CHRISTI

DALLAS

EL PASO

HOUSTON

LAREDO

LUBBOCK

LUFKIN

ODESSA

SAN

ANGELO

SAN

ANTONIO

YOAKUM

WACO

TYLER

PHARR

HUNT COUNTY, TXFRAKLIN COUNTY, TX

GREENVILLE MAINTENANCE FACILITY

Site #: 019064 Building #: 018189 Address: 3001 I-30 East, Greenville, TX 75402

Franklin County Project ID: 01-1859-24-02

MT VERNON MAINTENANCE FACILITY

Site #: 019021 Building #: 018188 Address: 104 East IH 30, Mt Vernon, TX 75457

Hunt County Project ID: 01-1859-24-03

MULTIPLE COUNTIES

SULPHUR

SPRINGS

GREENVILLE

MT VERNON

03/13/2024

GRADE TO

EXISTING GRADING

LIMITS OF

EXCAVATION

LIMITS OF CONSTRUCTION

COORDINATE WITH

OWNER'S REP.

B U

APRON

NOTES:

1. PROPOSED LOCATION. OF SALT STORAGE SHED IS APPROXIMATE.

2. CONTRACTOR TO COORDINATE DESIRED FINAL LOCATION WITH OWNER.

3. CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES BEFORE FINALIZING

LOCATON OF SALT STORAGE SHED.

4. EXISTING GRADE ELEVATION IS PRESUMED TO BE 7" BELOW FINISH FLOOR

ELEVATION AT BACK WALL WHICH IS REFERENCED AS 0'-0".

5. FINISH GRADE AT OUTSIDE EDGE OF BUILDING SLAB SHALL BE BELOW

FINISHED FLOOR ELEVATION.

6. GRADE AWAY FROM BUILDING TO MEET EXISTING GRADE TO A DISTANCE OF

4'-0" FROM FACE OF CONCRETE WALL AND EDGE OF CONCRETE APRON.

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

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REVISIONS:

Texas of Transportation Department

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A1.02

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DATE ISSUED: 3/14/2024

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GREENVILLE MAINTENANCE FACILITY

1" = 80'-0"

SITE PLAN - AUSTIN NORTH

TRUE NORTH

3001 I-30 EAST, GREENVILLE, TX 75402

GRADE TO

EXISTING

GRADING

LIMITS OF

EXCAVATION

LIMITS OF

CONSTRUCTION

COORDINATE WITH

OWNER'S REP.

NOTES:

1. PROPOSED LOCATION. OF SALT STORAGE SHED IS APPROXIMATE.

2. CONTRACTOR TO COORDINATE DESIRED FINAL LOCATION WITH OWNER.

3. CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES BEFORE FINALIZING

LOCATON OF SALT STORAGE SHED.

4. EXISTING GRADE ELEVATION IS PRESUMED TO BE 7" BELOW FINISH FLOOR

ELEVATION AT BACK WALL WHICH IS REFERENCED AS 0'-0".

5. FINISH GRADE AT OUTSIDE EDGE OF BUILDING SLAB SHALL BE BELOW

FINISHED FLOOR ELEVATION.

6. GRADE AWAY FROM BUILDING TO MEET EXISTING GRADE TO A DISTANCE OF

4'-0" FROM FACE OF CONCRETE WALL AND EDGE OF CONCRETE APRON.

BUILDING

A P

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THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

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MT VERNON MAINTENANCE FACILITY

1" = 80'-0"

SITE PLAN - MT VERNON

TRUE NORTH

104 EAST IH 30, MOUNT VERNON, TX 75457

CONCRETE APRON

30' - 0"

⌀6" BOLLARD

SEE DETAIL

S L O

P E

0' - 0" 0' - 0"

BUILDING

-0' - 2"

0' - 0" 0' - 0"

-0'- 5"

TYP.

2' - 0"

-0'-3¾"-0'-3¾"

STRUCTURAL

CONCRETE SLAB

A2.013

A2.01

ARCHED FABRIC

ROOF SRUCTURE

SLOPE SLOPE

TOP OF CONC.

8' - 0"

STEEL BOLLARD

REFER TO 4/S1.1

ARCHED FABRIC

STRUCTURE

AS SPECIFIED

INT. CLEARANCE

18' - 0"

APRON EDGE

-0' - 5"

TOP OF CONC.

8' - 0"

ARCHED FABRIC

STRUCTURE AS

SPECIFIED

SLOPE GRADE AWAY FROM BUILDING

USING SELECT FILL OR EXISTING

MATERIAL WHEN ALLOWABLE

STEEL BOLLARD REFER TO 4/S2.1

INT. CLEARANCE

18' - 0"

APRON EDGE

-0' - 5"

F.F.ELEV

0' - 0"

TOP OF LOUVER

16' - 0"

TOP OF CONC.

8' - 0"

36" x 36" FIXED LOUVER

AS SPECIFIED.

F.F.ELEV

0' - 0"

TOP OF CONC.

8' - 0"

INT. CLEARANCE

18' - 0"

STEEL BOLLARD

REFER TO 4/S1.1

ARCHED FABRIC

STRUCTURE

AS SPECIFIED

APRON EDGE

-0' - 5"

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

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A2.01

CHECKED BY: AMS

DATE ISSUED: 3/14/2024

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PLANS AND ELEVATIONS

1/8" = 1'-0"

FLOOR PLAN

1/8" = 1'-0"

ROOF PLAN

1/8" = 1'-0"

FRONT

1/8" = 1'-0"

LEFT SIDE

1/8" = 1'-0"

REAR

1/8" = 1'-0"

RIGHT SIDE

CODES

1. Building Code: International Building Code 2021

2. Structural Concrete: Building Code Requirements for Reinforced Concrete, American Concrete Institute, ACI 318-19.

3. This construction is of a minor nature and does not require Special Inspections.

4. Apply two heavy coats of linseed oil to all exposed concrete surfaces.

DESIGN LOADS

1. Live Loads

a. Storage (minimum) 125 psf

b. Roof 20 psf

2. Snow Load

a. Ground Snow Load, Pg 5 psf ASCE 7-16

3. Wind Lateral Load on Structural Frame shall be based on the following:

a. Base Wind Speed 105 mph ASCE 7-16

b. Exposure C

c. Importance Factor 1.0

d. Internal Pressure Coefficient 0.55 (Partially enclosed)

4. Dead Loads include the self weight of the structural elements.

5. Foundation design based on publically available data. Design PI= 31

6. This construction is of a minor nature and does not require Special Inspections.

7. Seismic Design Parameter

RISK CATEGORY 2

SEISMIC IMPORTANCE FACTOR 1

SITE CLASS D

MAPPED SPECTRAL RESPONSE ACCELERATION: SS 0.116 AND

S1 0.062

SEISMIC DESIGN CATEGORY B

BASIC SEISMIC FORCE RESISTING SYSTEM ORDINARY PLAIN

CONCRETE SHEAR WALLS

DESIGN BASE SHEAR W*0.01 (SECTION 1.4, ASCE7)

SEISMIC RESPONSE COEFF, CS 0.01 (MINIMUM)

RESPONSE MODIFICATION FACTOR, R 1.5

ANALYSIS PROCEDURE USED, ELF

8 Rain Load

15 MIN INTENSITY= 7.78 IN/HR, 60 MIN INTENSITY= 3.58 IN/HR

BUILDING PAD PREPARATION

1. Site erosion and sediment control shall be the responsibility of the contractor. Contractor shall create an erosion and sediment control plan and submit to Owner for approval prior to beginning work.

a. All material to meet Filtrexx specifications.

b. Siltsoxx compost/soil/rock/seed fill to meet application requirements.

c. Siltsoxx is for minimum slopes. Greater slopes may require larger rock

d. Compost material to be dispersed on site, as determined by Owner.

2. Any import or select fill shall be an approved inorganic material, free of debris. Select fill material should have a maximum Plasticity Index (PI) of 17 and have a maximum particle size of three (3) inches.

3. Contractor shall locate and identify any underground utilities or obstructions in the vicinity of the building pad.

4. Existing asphalt and any soft/loose materials shall be stripped and removed from the proposed building footprint to allow for a uniform and level surface.

5. Following stripping operations, the floor slab area shall be excavated, as necessary, an additional 12 inches minimum below the building foundation.

The excavation areas shall extend a minimum of three (3) feet beyond the horizontal limits of the proposed building footprints.

6. Following excavation, the exposed subgrade areas shall be proof-rolled to expose any weak, soft, wet, or otherwise unsuitable soils that should be removed.

7. Following proof-rolling, the exposed subgrade soils shall be scarified to a depth of six (6) inches, moisture conditioned between -3 and +3 percentage points above optimum moisture content andcompacted to at least 95 percent of the maximum dry density as determined in accordance with Tex-114-E.

8. Following approval of the subgrade, the select fill shall be placed up to the desired final building pad elevation. In no case shall the select fill material be less than 12 inches thick. The select fill shall be placed in eight (8) inch maximum thick loose lifts. The select fill shall be moisture conditioned between -3 and +3 percentage points of optimum moisture content and compacted to a minimum of 95 percent of the maximum dry density as determined in accordance with Tex-113-E for gravelly select fill and Tex-114-E for select fill without gravel.

9. Provide a 10 mil polyolefin vapor retarder. Place vapor retarder in accordance with manufacturer's recommendation on top of select fill.

CAST IN PLACE CONCRETE

28 Day Strength Aggregate Size Slump Air W/C

3000 PSI 1"MAX 3"-5" 4.5% +/-1.5% 0.40 (MAX)

1. Alternate Concrete mixture shall meet the requirements of ACI 318 Table 19.3.2.1 "Requirements for concrete by exposure class" for exposure class C2 & F2 concrete.

2. Erection of the structure may not begin until concrete foundation has cured for a minimum of 7 days. heavy loads shall not be stockpiled on the slab until it has cured for a minimum of three days.

3. Holes left from wall forms shall be filled with a non shrink grout or approved material.

FOUNDATION

1. If bearing soils are softened by surface water intrusions during exposure or by desiccation, the unsuitable material shall be removed from the foundation excavation prior to placement of concrete.

2. Minimum allowable soil bearing pressure shall be 1500 psf. To be verified by the contractors geotechnical engineer.

CONCRETE REINFORCING

1. Reinforcing steel shall be in accordance with ASTM A615, Grade 60.

2. Detailing of reinforcing steel shall conform to the American Concrete Institute Detailing Manual.

3. All hooks and bends in reinforcing bars shall conform to ACI detailing standards unless noted otherwise.

4. In unscheduled beams and slabs, detail reinforcing as follows:

a. Lap top reinforcing bars at mid span.

b. Lap bottom reinforcing bars at the supports.

c. Lap reinforcement bars the standard lap length unless noted otherwise.

d. Provide standard hooks in top bars at cantilever and discontinuous ends of beams, walls and slabs.

e. Provide corner bars for all horizontal bars at the inside and outside faces of intersecting beams or walls. Corner bars are not required if horizontal bars are hooked.

5. Steel reinforcement shall not be stabbed into place

6. Welding of reinforcing steel will not be permitted.

6. Heat shall not be used in the fabrication or installation of reinforcement.

8. Reinforcing steel clear cover shall be as follows:

a. Grade beams and Slab 3" top, 3" bottom, 2" side (formed), 3" side (placed against earth)

b. Wall 2" top, 2" exterior side(formed), 3" interior side

CONCRETE FINISHES

1. Slab Finishes:

a. Apron Slab - Medium broom finish (parallel to the longer dimension of the apron)

b. Slab floor - Normal steel trowel finish per ACI 302.1 for class 5 floors

2. Wall Finish - Smooth finish

3. Smooth form facing materials only on exposed concrete walls.

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

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Texas of Transportation Department

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CHECKED BY: AMS

DATE ISSUED: 3/14/2024

DRAWN BY: JR

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STRUCTURAL NOTES AND ESTIMATES QUANTITIES (GREENVILLE)

STRUCTURAL NOTES

1/4" = 1'-0"

STRUCTURAL NOTES (GREENVILLE)

CODES

1. Building Code: International Building Code 2021

2. Structural Concrete: Building Code Requirements for Reinforced Concrete, American Concrete Institute, ACI 318-19.

3. This construction is of a minor nature and does not require Special Inspections.

4. Apply two heavy coats of linseed oil to all exposed concrete surfaces.

DESIGN LOADS

1. Live Loads

a. Storage (minimum) 125 psf

b. Roof 20 psf

2. Snow Load

a. Ground Snow Load, Pg 5 psf ASCE 7-16

3. Wind Lateral Load on Structural Frame shall be based on the following:

a. Base Wind Speed 105 mph ASCE 7-16

b. Exposure C

c. Importance Factor 1.0

d. Internal Pressure Coefficient 0.55 (Partially enclosed)

4. Dead Loads include the self weight of the structural elements.

5. Foundation design based on publically available data. Design PI= 31

6. This construction is of a minor nature and does not require Special Inspections.

7. Seismic Design Parameter

RISK CATEGORY 2

SEISMIC IMPORTANCE FACTOR 1

SITE CLASS D

MAPPED SPECTRAL RESPONSE ACCELERATION: SS 0.111 AND

S1 0.066

SEISMIC DESIGN CATEGORY B

BASIC SEISMIC FORCE RESISTING SYSTEM ORDINARY PLAIN

CONCRETE SHEAR WALLS

DESIGN BASE SHEAR W*0.01 (SECTION 1.4, ASCE7)

SEISMIC RESPONSE COEFF, CS 0.01 (MINIMUM)

RESPONSE MODIFICATION FACTOR, R 1.5

ANALYSIS PROCEDURE USED, ELF

8 Rain Load

15 MIN INTENSITY= 7.8 IN/HR, 60 MIN INTENSITY= 3.5 7 IN/HR