ESBD_File_343773_061859-24-01-plans.pdf

PDF 2 MB Posted Nov 29, 2023

Attached to: RFC 061859-24-01 Fence & Gate Replacement, Monahans MNT
Solicitation number: 061859-24-01
Issued by: Ward County, Texas

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Written by GovTribe AI · Apr 3, 2024

This document is a construction drawing and technical specifications for a fence and gate replacement project for the Texas Department of Transportation (TxDOT) at the Monahans Maintenance Facility located at 3411 S. Stockton Ave, Monahans, TX 79756 in Ward County. The scope of work includes furnishing and installing 9 gauge, 6 foot chain link fence with top rail, 3 strands of barbed wire, a 20-foot cantilever sliding gate, and associated components as detailed on the drawings. A pre-bid meeting is scheduled for January 3, 2024 at 11:00 AM CT, and bids are due by February 7, 2024 at 1:00 PM CT. The estimated project cost is $48,000, and the bid guarantee/bond requirement is $1,000. Contractor pre-qualification is waived, but a HUB Subcontracting Plan is required if the total project cost exceeds $100,000. Bidding will be conducted through the Bonfire electronic bidding platform starting on September 1, 2023.

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Other files

File	Type	Posted
ESBD_File_343773_061859-24-01-proposal.pdf	PDF	Nov 29, 2023
ESBD_File_343773_061859-24-01-ethics.pdf	PDF	Nov 29, 2023
ESBD_File_343773_061859-24-01-standardconditions.pdf	PDF	Nov 29, 2023
ESBD_File_343773_061859-24-01-specs.pdf	PDF	Nov 29, 2023
ESBD_File_343773_061859-24-01-addendum1.pdf	PDF	Nov 29, 2023

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DRAWING INDEX

DRAWING # DRAWING DESCRIPTION

G1 CHAIN LINK AND SLIDING GATE

DETAILS

SITE # 069598

PROJECT: 06-1859-24-01

ODESSA DISTRICT (06)

MONAHANS MAINTENANCE

FENCE AND SLIDING GATE

NEC - 2020

NFPA 1 - 2015

NFPA 101 - 2015

INDEX OF DRAWINGS

SCOPE OF WORK:

GENERAL NOTES

1. WORK SHALL CONFORM TO THE CONSTRUCTION DOCUMENTS &

APPLICABLE BUILDING CODES (INCLUDING FEDERAL & STATE CODES,

ORDINANCES, REGULATIONS (ETC.) CONSTRUCTION DOCUMENTS

INCLUDE DRAWINGS AND SPECIFICATIONS PLUS ANY ADDENDA TO THE

AFOREMENTIONED

2. CONSTRUCTION DOCUMENTS ARE INTENDED TO INCLUDE ITEMS

NECESSARY TO CONVEY DESIGN INTENT OF THE WORK.

THE SPECIFICATIONS WHETHER INCLUDED OR NOT IN THE

SPECIFICATION MANUAL.

3. PERIODIC SITE VISITS BY OWNERS REPRESENTATIVE SHALL NOT BE

CONSTRUED AS SUPERVISION OF MEANS AND METHODS, TECHNIQUES

RESPONSIBILITY FOR PROVIDING A SAFE PLACE FOR PERFORMANCE

OF WORK BY CONTRACTOR OR CONTRACTORS 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 OF THE CONSTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

5. CONTRACTOR SHALL:

- VERIFY DIMENSIONS AND FIELD CONDITIONS BEFORE PROCEEDING

- LOCATE UNDERGROUND UTILTIES BEFORE DIGGING HOLES

- NOTIFY ARCHITECT OF FIELD CONDITIONS REQUIRING DEVIATIONS

FROM CONSTRUCTION DOCUMENTS BEFORE THE CONSTRUCTION OF

ANY MODIFICATION.

- PROVIDE ADEQUATE BRACING AND 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) OWNER

- NOTIFY ARCHITECT & APPROPRIATE INSPECTORS AT CRITICAL

CONSTRUCTION MILESTONES IN ORDER TO OBTAIN NECESSARY

APPROVALS & INSPECTIONS PRIOR TO COMMENCEMENT OF

SUBSEQUENT WORK

- TAKE REASONABLE PROTECTION TO PREVENT 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

Furnish and install 9 ga, 6ft chain link fence with top rail, 3 strand barb wires, 20' sliding gate, and or associated components as indicated on the drawings. Final 20' sliding gate location to be decided by TxDot customer. Furnish and install cantilever sliding gate and associated safety devices to comply with UL 325 standards as indicated on the drawing.

Any work at the entrances shall be performed in a manor or time that will not impede vehicle ingress or egress.

Contractor is responsible to verify all field conditions and dimensions for bidding and installation.

MONAHANS MNT

3411 South Stockton Monahans, TX 79756

MONAHANS MNT SITE # 069598WARD COUNTY, TX

MONAHANS MNT SITE # 069598

GATE POST

CATCH

LATCH

EQUAL GATE PANELS

2.375" O.D. TOP &

BOTTOM. MEMBERS

DIAG. MEMBERS

2 1/2" O.D. SAFETY POST

4" GATE POST 4" GATE POST

GATE FRAME MEMBERS

GATE POST GATE POST

FENCE POST

ELEVATION

PLAN VIEW

TRACK AND

ROLLER ASSEMBLY

AT TOP AND

BOTTOM OF GATE.

TRACK & ROLLER

TOP ROLLERBARBED WIRE

ELEVATION ELEVATION

PLANPLAN

FABRIC & BOTTOM

STRETCHER

FABRIC &

SCALE:4 GATE SECTION

1/2" = 1'-0"SCALE:5 ASSEMBLY

1" = 1'-0"

SCALE:6 ASSEMBLY

1" = 1'-0"

SCALE:7 END POST DETAIL

1" = 1'-0"

SCALE:8 GATE SECTION

1" = 1'-0"

SCALE:9 END POST

N. T. S.

SCALE:10 END POST

N. T. S.

SCALE:11 BRACE RAIL

N. T. S.SCALE:14 TOP RAIL

N. T. S.

SCALE:13 LINE POST

N. T. S.

SCALE:12 LINE POST

N. T. S.

SCALE:15 TENSON WIRE

N. T. S.

SCALE:16 BAR BAND

N. T. S.

SCALE:17 TOP RAIL

N. T. S.

CORNER OR

FENCE/GATE DETAILS

CHAIN LINK & CANTILEVER

N.T.S.

DSC

G1SCALE:1 STANDARD CANTILEVER SLIDING GATE.

NTS

Facilities Management

Scale

Date

Drawn by

Checked by

No. Description Date

Texas Department of Transportation 125 E. 11th Street Austin, Texas 78701-2483

ADD UPDATED CHANGE DESCRIPTION HEREREV 1

REV 2

REV 3

REV 4

REV 5

REV 6

REV 7

REV 8

XX/XX/XXXX

GATE TO HAVE 1 58" STIFFENER RAIL ADDED ON INTERNAL

SIDE OF FENCE. RUNNING THE ENTIRE LENGTH OF GATE

PER UL 325 CODE GATE -FABRIC ENTIRE LENGTH OF GATE 9-20-2023

06-1859-24-01

T E

X A

S D

R T

M E

N T

O F

T R

A N

N C

G G

P R

C T

M O

N A

H A

N S

M A

N A

M C

S ou th

S to ck to n W

A R

D C

O U

AutoCAD SHX Text X

AutoCAD SHX Text 4/G1

AutoCAD SHX Text

BARBED WIRE

AutoCAD SHX Text 8/G1

AutoCAD SHX Text 15/G1

AutoCAD SHX Text

EXTENSION ARM, REFER TO DETAIL 8 SHEET G1

AutoCAD SHX Text X

AutoCAD SHX Text 14/G1

AutoCAD SHX Text

GATE POST CAP

AutoCAD SHX Text 6/G1

AutoCAD SHX Text

4" COVERED NYLON ROLLER (WELDON WI-CR3-N-TBC)

AutoCAD SHX Text

BARBED WIRE 3 STRANDS

AutoCAD SHX Text

GATE FRAMING MEMBERS

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text

STRUCTURAL FOOTING PER CHAIN LINK MANUFACTURER REQUIREMENTS.

AutoCAD SHX Text

4" COVERED NYLON ROLLER (WELDON WI-CR3-N-TBC)

AutoCAD SHX Text

GATE POST

AutoCAD SHX Text

DOME CAP

AutoCAD SHX Text

PRESSED STEEL EXTENSION ARM WITH 3 STRANDS OF BARBED WIRE

AutoCAD SHX Text ARMS TO SLOPE OUTWARD FROM FENCE LINE, AWAY FROM PROPERTY. EXTENSION ARMS TO BE RIGIDLY ATTACHED TO POST. ARMS WITH ADJUSTABLE ANGLE WILL NOT BE ACCEPTABLE. CAPS SHALL HAVE 2" SKIRT.

AutoCAD SHX Text

1" CROWN TYPICAL

AutoCAD SHX Text

TENSION WIRE

AutoCAD SHX Text

BARBED AND TWISTED SELVAGES

AutoCAD SHX Text

FABRIC TIES AT 18" O.C.

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

FINISH GRADE LINE

AutoCAD SHX Text

9 GA. WIRE FABRIC

AutoCAD SHX Text

TENSION WIRE TO BE

AutoCAD SHX Text

BARBED WIRE 3 STRANDS

AutoCAD SHX Text

GATE

AutoCAD SHX Text

TRACK

AutoCAD SHX Text

TRACK ATTACHED TO GATE POST

AutoCAD SHX Text

4" NYLON ROLLER WELDON WI-CR3-N-TBC

AutoCAD SHX Text

DOUBLE STRETCHER BARS AT CORNERS TYPICAL

AutoCAD SHX Text

STRETCHER BAR BAND AT 15" O.C. SEE 15/SF1

AutoCAD SHX Text 4" NYLON ROLLER w/COVER WELDON WI-CR3-N-TBC (TYP.)

AutoCAD SHX Text MIN. 1" WIDE x 1/8" THICK STRETCHER BAR BAND

AutoCAD SHX Text

3/8" DIA. CARRIAGE BOLTS AND NUTS OR EQUAL

AutoCAD SHX Text

WIRE FABRIC

AutoCAD SHX Text

FABRIC TIES AT 18" O.C.

AutoCAD SHX Text

BARBED AND TWISTED, TYP.

AutoCAD SHX Text

NOTE: .

AutoCAD SHX Text

IN-LINE POST

AutoCAD SHX Text

BRACE RAIL

AutoCAD SHX Text

HORIZONTAL BRACE RAIL

AutoCAD SHX Text

LOOP CAP

AutoCAD SHX Text

CORNER OR END OR GATE POST

AutoCAD SHX Text

TURNBUCKLE

AutoCAD SHX Text

TENSION BAR

AutoCAD SHX Text

RAIL END W/ OFFSET LUG

AutoCAD SHX Text

BRACE BAND

AutoCAD SHX Text

BOLT & NUT

AutoCAD SHX Text

BRACE RAIL

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text

HORIZONTAL BRACE RAIL

AutoCAD SHX Text

RAIL END WITH OFFSET LUG

AutoCAD SHX Text

BRACE BAND

AutoCAD SHX Text

ROUND LINE POST

AutoCAD SHX Text

TENSION OR FABRIC BAND

AutoCAD SHX Text

5/16" [8MM] BOLTW/ HEX NUT

AutoCAD SHX Text

TRUSS ROD

AutoCAD SHX Text

BRACE RAIL

AutoCAD SHX Text

CORNER POSTS

AutoCAD SHX Text

IN MIDDLE OF FIRST DIAMOND

AutoCAD SHX Text

1.625" O. D. TOP RAIL DETAIL 17/A1.4

AutoCAD SHX Text

9 GA. 2" DIAMOND MESH FABRIC TWISTED SELVAGE TOP & BOTTOM

AutoCAD SHX Text

2.75" 0.D. CORNER PULL OR END POST

AutoCAD SHX Text

DOUBLE EXTENSION ARM AT CORNERS, SEE 8/A1.4

AutoCAD SHX Text

3/16" X 3/4" FLAT STRETCHER BAR W/ FLANGE @ 15" O.C. MAX.

AutoCAD SHX Text

1.625" HORIZONTAL BRACE AT ALL CORNERS AND AT PEDESTRIAN GATES

AutoCAD SHX Text

38" DIA. TRUSS ROD WITH TURNBUCKLE

AutoCAD SHX Text

7 GA. TENSION WIRE W/ TIES @ 18" O.C. SEE DETAIL 15/A1.4

AutoCAD SHX Text

POST CAP W/ 2" SKIRT & EXTENSION ARM AND THREE STANDS OF BARBED WIRE

AutoCAD SHX Text X

AutoCAD SHX Text

BARBED WIRE

AutoCAD SHX Text X

AutoCAD SHX Text

2.375" O.D. LINE POST

AutoCAD SHX Text X

AutoCAD SHX Text

TYP. LINE POST

AutoCAD SHX Text

LINE POST ADJ. TO CORNER END POST

AutoCAD SHX Text

CORNER, END OR PULL POST

AutoCAD SHX Text

FENCE, GATE, GATE OPERATOR AND GATE READER

AutoCAD SHX Text Detail Number

AutoCAD SHX Text TEXAS DEPARTMENT OF TRANSPORTATION FENCE, GATE, GATE OPERATOR AND GATE READER GIDDINGS MAINTENANCE 3391 WEST SH 21- LINCOLN,TX 78948 LEE COUNTY

DCHAPA1

Stamp

Lincoln Personnel Fence-Cover.pdf

Sheets and Views

COVER

Lincoln Personnel Fence-TY1.1.pdf

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TY1.1

Lincoln Personnel Fence-TY1.2.pdf

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TY1.2

TY5.1 CHAIN LINK & CANTILEVER GATE-TY5.1.pdf

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TY5.1

TY5.6 GATE OPERATOR DETAILS.pdf

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TY5.6

TY5.7 PEDESTAL DETAILS.pdf

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TY5.7

TY5.8 PEDESTAL BASE DETAILS.pdf

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TY5.8

TY5.9 BOLLARD, TRENCH & UGND JBOX DETAILS.pdf

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TY5.9

File details come from the government source that posted it. Updated Apr 2, 2024.