E7005_SIK - Fencing Plan (7-14-21).pdf

PDF 3 MB Posted Jul 14, 2021

Attached to: Sikeston Fencing Project
Solicitation number: 89503621BSW000022
Issued by: Department of Energy Southeastern Power Administration

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Written by GovTribe AI · Dec 27, 2023

This document contains details for a federal solicitation to replace fencing at the Sikeston Substation. The U.S. Department of Energy, Southwestern Power Administration intends to issue an Invitation for Bid for removing the existing chain-link fence and installing a new electrically grounded eight-foot tall chain-link fence with concertina wire and non-motorized cantilever slide gates with security latches at the Sikeston Substation located at Co Rd 478 in Sikeston, Missouri. The new fence will include six barbed wires and one-inch wire mesh fabric. The document provides specifications for fence posts, gates, locking devices, paving and other installation requirements.

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Other files

File	Type	Posted
Bid Opening Abstract of Offers 072921.pdf	PDF	Jul 30, 2021
Announcement to Bidders Conference Call.pdf	PDF	Jul 21, 2021
1 Additional Pre-bid RFI and Answer.pdf	PDF	Jul 20, 2021
Davis-Bacon Act_WD MO20210001_Rev 8_07092021.pdf	PDF	Jul 15, 2021
Amendment 3_Sol_89503621BSW000022_071521.pdf	PDF	Jul 15, 2021
New Front Entrance Gate Ground Connection.jpg	JPG image	Jul 14, 2021
Site Visit Pre Bid Sign in signed.pdf	PDF	Jul 14, 2021
E7005-2_SIK - Fencing Plan (7-6-21).pdf	PDF	Jul 14, 2021
Geotechnical Report - Sikeston Substation.pdf	PDF	Jul 14, 2021
Amendment 2_Sol_89503621BSW000022_070921.pdf	PDF	Jul 14, 2021
Staging Areas Available.jpg	JPG image	Jul 14, 2021
Pre-bid RFIs and Answers.pdf	PDF	Jul 14, 2021
Section C_89503621BSW000022 w_Revision 1 071421.pdf	PDF	Jul 14, 2021
E3202_SIK - Fence Grounding Details (7-14-21).pdf	PDF	Jul 14, 2021
Amendment 1_Sol_89503621BSW000022_070921.pdf	PDF	Jul 9, 2021
Sol_89503621BSW000022_060421_Final.pdf	PDF	Jun 8, 2021
Drawings - Sikeston Substation Fencing Replacement.pdf	PDF	Jun 8, 2021
Davis-Bacon Act WD MO20210022 04232021.pdf	PDF	Jun 8, 2021

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R.O.W.

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CHKD

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DRAWN

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DESCRIPTION

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DRAWN

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CHECKED

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SUBMITTED

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APPROVED

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DRAWING NUMBER

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FILE NAME

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UNITED STATES DEPARTMENT OF ENERGY

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SOUTHWESTERN POWER ADMINISTRATION

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TULSA, OKLAHOMA

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A1ASL201

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SD-M-1031-0167

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SIKESTON SUBSTATION

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FENCING PLAN

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CVP

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CVP

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DEL

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REDRAWN

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JFC

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ADDED FENCE DETAILS & NOTES

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JFC

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ADD OCB & IT'S FTG & CONTROL

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HOUSE ANNEX & CABLE TRENCH

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JFC

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ADD 5 BAY

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JFC

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JFC

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ADDED CITY MANHOLES

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FENCING REPLACEMENT

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AutoCAD SHX Text Last Edited: 02/13/18 12:54:04 Last File Name: Z:\Electrical_Stations\Sikeston\_Master\E7005_SIK.dwg

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TEL

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FOC

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FOC

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FOC

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SIGN

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EMH

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EMH

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EMH

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BUILDING

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FF=301.78

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BUILDING

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FF=302.37

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CONC.

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STOOP

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CONC.

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SIDEWALK

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GRAVEL

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SUBSTATION

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ELECTRICAL EQUIPMENT

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SUBSTATION

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APPROXIMATE

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LIMITS OF EAST

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TRANSMISSION

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TOWER

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PEDESTRIAN WALKWAY

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CONCRETE BRIDGE

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EX. CONDUIT

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BANK

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TOP BANK OF DRAINAGE CHANNEL

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TOP BANK OF DRAINAGE CHANNEL

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GATE

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EAST LINE OF THE SW 1/4

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COMPRESS ROAD

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EX. ELECTRICAL

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CONDUITS TRENCH

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SCALE: 1" = 30'

AutoCAD SHX Text LEGEND: = EXISTING SUBSTATION PAVING #67 COARSE AGGREGATE = EXISTING ROADWAY 3/4" MINUS WITH FINES

AutoCAD SHX Text INSTALL NEW 24' SINGLE CANTILEVER SLIDE GATE SLIDE DIRECTION: WEST GATE NOTE: ALL GATES ARE NON-MOTOR OPERATED

AutoCAD SHX Text INSTALL NEW 30' DOUBLE CANTILEVER SLIDE GATE SLIDE DIRECTION: WEST & EAST GATE NOTE: ALL GATES ARE NON-MOTOR OPERATED LOCATION NOTE: NEW GATE SHALL BE CENTERED WITH THE EXISTING DRIVEWAY ENTRANCE

AutoCAD SHX Text REPLACE EXISTING CHAIN-LINK FENCE WITH NEW CHAIN-LINK FENCE. THE HEIGHT OF THE NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, FOR A TOTAL OF 8 FEET OF HEIGHT. GATES SHALL ALSO HAVE A HEIGHT OF 8 FEET AND BARBED WIRE. COIL 24" DIAMETER CONCERTINA BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING GATES). TIE CONCERTINA TO TOP BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. CONCERTINA LOOPS SHALL BE 16" ON CENTER. ALL FENCE AND GATE FABRIC SHALL CONSIST OF NO. 9 USSWG STEEL WIRE WOVEN INTO A 1" SQUARE MESH PATTERN.

AutoCAD SHX Text CANTILEVER SLIDE GATE NOTES: 1. THE CANTILEVER SLIDE GATE SHALL BE CLASS 1 AS PER ASTM F1184 STANDARD SPECIFICATIONS FOR INDUSTRIAL AND COMMERCIAL HORIZONTAL SLIDE GATES. THE CANTILEVER SLIDE GATE SHALL BE CLASS 1 AS PER ASTM F1184 STANDARD SPECIFICATIONS FOR INDUSTRIAL AND COMMERCIAL HORIZONTAL SLIDE GATES. 2. HINGES SHALL BE INSTALLED SO THAT THE GATE CANNOT BE LIFTED OFF THE HINGE PINS. HINGES SHALL BE INSTALLED SO THAT THE GATE CANNOT BE LIFTED OFF THE HINGE PINS. 3. ROLLERS SHALL BE HEAVY DUTY NYLON COMPOSITE WHEELS WITH COVER. ROLLERS SHALL RAISE THE FENCE NO MORE THAN 3” AT THE HIGHEST POINT. ROLLERS SHALL BE HEAVY DUTY NYLON COMPOSITE WHEELS WITH COVER. ROLLERS SHALL RAISE THE FENCE NO MORE THAN 3” AT THE HIGHEST POINT. AT THE HIGHEST POINT. 4. THE FRAME MUST BE OF A RIGID CONSTRUCTION, DESIGNED TO WITHSTAND THE TYPICAL WIND SHEAR FOR THE SITE, AS WELL AS THE TORQUE FROM BEING OPENED THE FRAME MUST BE OF A RIGID CONSTRUCTION, DESIGNED TO WITHSTAND THE TYPICAL WIND SHEAR FOR THE SITE, AS WELL AS THE TORQUE FROM BEING OPENED AND CLOSED. IN ADDITION TO HAVING A RIGID FRAME, IT SHALL HAVE AT LEAST ONE VERTICAL BAR GOING FROM THE BOTTOM RAIL TO THE TOP RAIL, LOCATED AT THE MID-SPAN OF THE GATE. DIAGONAL CROSS ARMS SHALL ATTACH TO THE MIDDLE VERTICAL BAR AND THE END BARS. 5. THE BARBED-WIRE ARMS ON THE GATE SHALL BE SINGLE ARM (I.E. SUPPORT 3 BARBED WIRES), AT 45° ANGLE, FACING OUTWARDS. THE BARBED-WIRE ARMS ON THE GATE SHALL BE SINGLE ARM (I.E. SUPPORT 3 BARBED WIRES), AT 45° ANGLE, FACING OUTWARDS. 6. THE GATE SHALL SLIDE ON THE OUTSIDE OF THE FENCE LINE. THE GATE SHALL SLIDE ON THE OUTSIDE OF THE FENCE LINE. 7. CANTILEVER SLIDE GATE LOCKING DEVICE SHALL BE ISP PL152W OR EQUAL, SEE DRAWING E7005-2. CANTILEVER SLIDE GATE LOCKING DEVICE SHALL BE ISP PL152W OR EQUAL, SEE DRAWING E7005-2. 8. GAP BETWEEN GATE AND POST OF CONTINUING FENCE SHALL BE NO MORE THAN 2”.GAP BETWEEN GATE AND POST OF CONTINUING FENCE SHALL BE NO MORE THAN 2”.

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SLIDE DIRECTION

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%%UINSIDE SUBSTATION

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%%UOUTSIDE SUBSTATION

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4" GATE POST

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ISP PL152W LATCH

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OR EQUAL

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(NO SCALE)

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%%UPOSTS & LATCH INSTALLATION DETAIL

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%%UTYPICAL CANTILEVER SLIDE GATE

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4" LATCH POST

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4" GATE POST

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= NEW SUBSTATION PAVING #67 COARSE AGGREGATE

AutoCAD SHX Text REMOVE EXISTING GRASS AND PLACE NEW SUBSTATION PAVING (#67 COARSE AGGREGATE). EXCAVATE EXISTING GRASS A MINIMUM OF 3" TO REMOVE THE ORGANIC MATERIAL (TOPSOIL). PLACE 6" LAYER OF #67 COARSE AGGREGATE. AFTER PLACING COARSE AGGREGATE, THOROUGHLY COMPACT THE AREA. THE COARSE AGGREGATE SHALL MATCH THE EXISTING IN SIZE AND COLOR.

AutoCAD SHX Text REMOVE INDENTATION FROM THE EXISTING FENCE. NEW FENCE SHALL BE ALIGNED WITH THE REST OF THE SOUTH FENCE LINE.

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REMOVE APPROX. 50 FEET OF EXISTING FENCE. DO NOT REPLACE WITH NEW FENCE.

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= NEW 4" X 24' FENCE POST

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SLIDE DIRECTION

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%%UTYPICAL CANTILEVER SLIDE GATE

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%%UBARBED WIRE & CONCERTINA WIRE

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(NO SCALE)

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%%UINSTALLATION DETAIL

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%%UINSIDE SUBSTATION

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%%UOUTSIDE SUBSTATION

AutoCAD SHX Text 24"

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CONCERTINA

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WIRE

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CONCERTINA

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WIRE

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GATE

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FENCE

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* IF GATE LENGTH DOES NOT END AT A FENCE POST (AS IN THE CASE OF A 24' GATE), CONTINUE THE 3-BARB IF GATE LENGTH DOES NOT END AT A FENCE POST (AS IN THE CASE OF A 24' GATE), CONTINUE THE 3-BARB WIRE SECTION TO THE NEXT FENCE POST. FOR DOUBLE CANTILEVER SLIDE GATE, THE 3-BARB WIRE SECTION WILL BE HALF THE TOTAL LENGTH OF THE GATE AT EACH ADJOINING FENCE LINE.

File details come from the government source that posted it. Updated Jul 14, 2021.