Drawings - Sikeston Substation Fencing Replacement.pdf

PDF 6 MB Posted Jun 8, 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 provides drawings and specifications for replacing fencing at the Sikeston Substation. The project involves completely removing the existing chain-link fence and installing a new electrically grounded eight-foot tall chain-link fence including six barbed wires, concertina wire, one-inch wire mesh fabric, and non-motorized cantilever slide gates with ISP security latches. Drawings show fence and gate details, grounding details, grading and drainage plans, and a boundary survey. Specifications require work in accordance with the drawings located at Co Rd 478 in Sikeston, Missouri.

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R.O .W

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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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CVP

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DEL

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REDRAWN

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ADDED FENCE DETAILS & NOTES

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ADD OCB & IT'S FTG & CONTROL

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HOUSE ANNEX & CABLE TRENCH

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ADD 5 BAY

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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

AutoCAD SHX Text jerry.rice

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TEL

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SIGN

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BUILDING

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BUILDING

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CONC.

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CONC.

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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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GRAVEL

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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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CP252

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EAST LINE OF THE SW 1/4

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COMPRESS ROAD

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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' CANTILEVER SLIDE GATE SLIDE DIRECTION: WEST GATE NOTE: ALL GATES ARE NON-MOTOR OPERATED

AutoCAD SHX Text INSTALL NEW 30' CANTILEVER SLIDE GATE SLIDE DIRECTION: 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. 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. 2. ROLLERS ATTACHED TO THE GATE SHALL RAISE THE FENCE NO MORE THAN 3” AT THE HIGHEST POINT. ROLLERS ATTACHED TO THE GATE SHALL RAISE THE FENCE NO MORE THAN 3” AT THE HIGHEST POINT. AT THE HIGHEST POINT. 3. THE FRAME MUST BE OF A RIGID CONSTRUCTION, DESIGNED TO WITHSTAND THE TYPICAL WIND SHEAR FOR THE SITE, AS WELL AS THE TORQUE FROM 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. 4. THE BARBED-WIRE ARMS ON THE GATE SHALL BE SINGLE ARM (I.E. SUPPORT 3 BARB WIRES), AT 45° ANGLE, FACING OUTWARDS. THE BARBED-WIRE ARMS ON THE GATE SHALL BE SINGLE ARM (I.E. SUPPORT 3 BARB WIRES), AT 45° ANGLE, FACING OUTWARDS. 5. THE GATE SHALL SLIDE ON THE OUTSIDE OF THE FENCE LINE. THE GATE SHALL SLIDE ON THE OUTSIDE OF THE FENCE LINE. 6. 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. 7. 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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%%USLIDE GATE DETAIL

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%%UTYPICAL CANTILEVER

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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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APPROVED

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DRAWING NUMBER

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FILE NAME

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SHEET NUMBER

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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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AutoCAD SHX Text Reference Old drawing number:

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AutoCAD SHX Text 1031-E7005

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SIKESTON SUBSTATION

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SECURITY FENCE DETAILS

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FENCING REPLACEMENT

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%%USECURITY FENCE PARTS

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(WEIGHT 18.97#/FT.)

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%%UROUND GATE OR CORNER POST 6-5/8" O.D. .226" T.

AutoCAD SHX Text %%U1/4" x 3/4" STRETCHER BAR

AutoCAD SHX Text %%uPART NO. 22

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(WEIGHT 9.11#/FT.)

AutoCAD SHX Text %%uROUND GATE OR CORNER POST 4" O.D. .226" T.

AutoCAD SHX Text %%uPART NO. 24

AutoCAD SHX Text %%uPART NO. 25

AutoCAD SHX Text %%uROUND GATE FRAME POST

AutoCAD SHX Text %%u2" O.D. STANDARD WEIGHT PIPE (2.72#/FT.)

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(WEIGHT 2.27#/FT.)

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%%UTOP OR BOTTOM RAIL POST 1-5/8" O.D. .140" T.

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(WEIGHT 3.26#/FT.)

AutoCAD SHX Text %%uH COLUMN LINE POST 2.25" x 1.70"

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(WEIGHT 3.65#/FT.)

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%%UROUND LINE POST 2-3/8" O.D. .154" T

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GALVANIZED STEEL

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%%U3/8" POST BRACES

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AutoCAD SHX Text NOTES: 1. ALL PARTS SHALL BE COX OR EQUAL. ALL PARTS SHALL BE COX OR EQUAL. 2. ALL ROUND POSTS SHALL BE SCH. 40 PIPE. ALL ROUND POSTS SHALL BE SCH. 40 PIPE. 3. TOP RAIL SECTIONS SHALL NOT BE LESS THAN 16' UNLESS TOP RAIL SECTIONS SHALL NOT BE LESS THAN 16' UNLESS RAIL SECTIONS SHALL NOT BE LESS THAN 16' UNLESS RAIL SECTIONS SHALL NOT BE LESS THAN 16' UNLESS SECTIONS SHALL NOT BE LESS THAN 16' UNLESS SECTIONS SHALL NOT BE LESS THAN 16' UNLESS SHALL NOT BE LESS THAN 16' UNLESS SHALL NOT BE LESS THAN 16' UNLESS NOT BE LESS THAN 16' UNLESS NOT BE LESS THAN 16' UNLESS BE LESS THAN 16' UNLESS BE LESS THAN 16' UNLESS LESS THAN 16' UNLESS LESS THAN 16' UNLESS THAN 16' UNLESS THAN 16' UNLESS 16' UNLESS 16' UNLESS UNLESS UNLESS INSTALLED DIRECTLY BETWEEN CORNER, GATE, OR END DIRECTLY BETWEEN CORNER, GATE, OR END DIRECTLY BETWEEN CORNER, GATE, OR END BETWEEN CORNER, GATE, OR END BETWEEN CORNER, GATE, OR END CORNER, GATE, OR END CORNER, GATE, OR END GATE, OR END GATE, OR END OR END OR END END END POSTS. TOP RAIL STRETCHES EXCEEDING 82' SHALL BE TOP RAIL STRETCHES EXCEEDING 82' SHALL BE TOP RAIL STRETCHES EXCEEDING 82' SHALL BE RAIL STRETCHES EXCEEDING 82' SHALL BE RAIL STRETCHES EXCEEDING 82' SHALL BE STRETCHES EXCEEDING 82' SHALL BE STRETCHES EXCEEDING 82' SHALL BE EXCEEDING 82' SHALL BE EXCEEDING 82' SHALL BE 82' SHALL BE 82' SHALL BE SHALL BE SHALL BE BE BE PROVIDED WITH SPRING EXPANSION COUPLINGS PER WITH SPRING EXPANSION COUPLINGS PER WITH SPRING EXPANSION COUPLINGS PER SPRING EXPANSION COUPLINGS PER SPRING EXPANSION COUPLINGS PER EXPANSION COUPLINGS PER EXPANSION COUPLINGS PER COUPLINGS PER COUPLINGS PER PER PER SPECIFICATIONS. 4. GATES, END, CORNER AND PULL POSTS SHALL BE ONE GATES, END, CORNER AND PULL POSTS SHALL BE ONE END, CORNER AND PULL POSTS SHALL BE ONE END, CORNER AND PULL POSTS SHALL BE ONE CORNER AND PULL POSTS SHALL BE ONE CORNER AND PULL POSTS SHALL BE ONE AND PULL POSTS SHALL BE ONE AND PULL POSTS SHALL BE ONE PULL POSTS SHALL BE ONE PULL POSTS SHALL BE ONE POSTS SHALL BE ONE POSTS SHALL BE ONE SHALL BE ONE SHALL BE ONE BE ONE BE ONE ONE ONE PIECE AND OF SUFFICIENT HEIGHT TO ACCOMMODATE A MIN. AND OF SUFFICIENT HEIGHT TO ACCOMMODATE A MIN. AND OF SUFFICIENT HEIGHT TO ACCOMMODATE A MIN. OF SUFFICIENT HEIGHT TO ACCOMMODATE A MIN. OF SUFFICIENT HEIGHT TO ACCOMMODATE A MIN. SUFFICIENT HEIGHT TO ACCOMMODATE A MIN. SUFFICIENT HEIGHT TO ACCOMMODATE A MIN. HEIGHT TO ACCOMMODATE A MIN. HEIGHT TO ACCOMMODATE A MIN. TO ACCOMMODATE A MIN. TO ACCOMMODATE A MIN. ACCOMMODATE A MIN. ACCOMMODATE A MIN. A MIN. A MIN. MIN. MIN. OF 7 FEET OF FENCE FABRIC AND BARBED WIRE. 5. ALL CUT ENDS, SCRAPES AND OTHER DAMAGE TO GALV. ALL CUT ENDS, SCRAPES AND OTHER DAMAGE TO GALV. CUT ENDS, SCRAPES AND OTHER DAMAGE TO GALV. CUT ENDS, SCRAPES AND OTHER DAMAGE TO GALV. ENDS, SCRAPES AND OTHER DAMAGE TO GALV. ENDS, SCRAPES AND OTHER DAMAGE TO GALV. SCRAPES AND OTHER DAMAGE TO GALV. SCRAPES AND OTHER DAMAGE TO GALV. AND OTHER DAMAGE TO GALV. AND OTHER DAMAGE TO GALV. OTHER DAMAGE TO GALV. OTHER DAMAGE TO GALV. DAMAGE TO GALV. DAMAGE TO GALV. TO GALV. TO GALV. GALV. GALV. SHALL BE CLEANED AND COLD GALVANIZED. 6. WASHER - INSERT BETWEEN LOWER GATE RAIL & TOP OF WASHER - INSERT BETWEEN LOWER GATE RAIL & TOP OF - INSERT BETWEEN LOWER GATE RAIL & TOP OF - INSERT BETWEEN LOWER GATE RAIL & TOP OF INSERT BETWEEN LOWER GATE RAIL & TOP OF INSERT BETWEEN LOWER GATE RAIL & TOP OF BETWEEN LOWER GATE RAIL & TOP OF BETWEEN LOWER GATE RAIL & TOP OF LOWER GATE RAIL & TOP OF LOWER GATE RAIL & TOP OF GATE RAIL & TOP OF GATE RAIL & TOP OF RAIL & TOP OF RAIL & TOP OF & TOP OF & TOP OF TOP OF TOP OF OF OF LOWER GATE HINGE. NONE REQUIRED FOR TOP HINGE. 7. EACH EXTENSION ARM SHALL BE PROVIDED WITH A GALV. EACH EXTENSION ARM SHALL BE PROVIDED WITH A GALV. EXTENSION ARM SHALL BE PROVIDED WITH A GALV. EXTENSION ARM SHALL BE PROVIDED WITH A GALV. ARM SHALL BE PROVIDED WITH A GALV. ARM SHALL BE PROVIDED WITH A GALV. SHALL BE PROVIDED WITH A GALV. SHALL BE PROVIDED WITH A GALV. BE PROVIDED WITH A GALV. BE PROVIDED WITH A GALV. PROVIDED WITH A GALV. PROVIDED WITH A GALV. WITH A GALV. WITH A GALV. A GALV. A GALV. GALV. GALV. KEEPER OR LOCK WIRE TO SECURE THE BARBED WIRE.

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%%U(FOR 6-5/8" GATE POST & 2" GATE FRAME)

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THIS DWG.

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%%UCOX CAT. NO. BRE-4(1-5/8")

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%%UCOX CAT. NO. ORE-4(1-5/8")

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(300# TIP WEIGHT LOAD)

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%%UCOX CAT. NO. BA 6C43

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%%U3 BARBED-WIRE ARM

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%%UCOX CAT. NO. BT-12(6-5/8")

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%%U2-3/8"O.D. POST, 1-5/8" RAIL

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%%UCOX CAT. NO. BA 643

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%%U3 BARBED-WIRE ARM

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%%UCOX CAT. NO. HEB-12 (6-5/8")

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%%UCOX CAT. NO. HTB-12 (6-5/8")

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%%UPART NO. 18-A

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FOR DOUBLE DRIVE GATES

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WITH 2" GATE FRAMES

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AutoCAD SHX Text %%uEND RAIL CLAMP

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%%UCENTER GATE STOP,

AutoCAD SHX Text %%uGALV. MALLEABLE

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%%UCOX CAT. NO. CGS

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AutoCAD SHX Text %%uCOX CAT. NO. GC5 (2")

AutoCAD SHX Text %%uCYCLONE CAT. NO. 92P

AutoCAD SHX Text %%uCOX CAT. NO. EB-6H

AutoCAD SHX Text %%uFOR 1.70" H SECTION POST

AutoCAD SHX Text %%uHEAVY END BAND

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%%UAND

AutoCAD SHX Text %%uDROP BAR PART NO. 17A

AutoCAD SHX Text %%uCOX CAT. NO. TDB

AutoCAD SHX Text %%uINTERNATIONAL SECURITY PRODUCTS, INC.

AutoCAD SHX Text %%uCAT. NO. PL152

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(300# TIP WEIGHT LOAD)

AutoCAD SHX Text %%U2-1/4"x1.7" H POST, 1-5/8" RAIL

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%%UCOX CAT. NO. BA 6C46

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%%U6 BARBED-WIRE ARM

AutoCAD SHX Text %%UPART NO. 7a

AutoCAD SHX Text FOOTING NOTES: 1. TOP OF FOOTINGS TO BE SLOPED (CONVEX) FOR DRAINAGE TOP OF FOOTINGS TO BE SLOPED (CONVEX) FOR DRAINAGE OF FOOTINGS TO BE SLOPED (CONVEX) FOR DRAINAGE OF FOOTINGS TO BE SLOPED (CONVEX) FOR DRAINAGE FOOTINGS TO BE SLOPED (CONVEX) FOR DRAINAGE FOOTINGS TO BE SLOPED (CONVEX) FOR DRAINAGE TO BE SLOPED (CONVEX) FOR DRAINAGE TO BE SLOPED (CONVEX) FOR DRAINAGE BE SLOPED (CONVEX) FOR DRAINAGE BE SLOPED (CONVEX) FOR DRAINAGE SLOPED (CONVEX) FOR DRAINAGE SLOPED (CONVEX) FOR DRAINAGE (CONVEX) FOR DRAINAGE (CONVEX) FOR DRAINAGE FOR DRAINAGE FOR DRAINAGE DRAINAGE DRAINAGE AWAY FROM POST. GAPS BETWEEN THE POST AND FROM POST. GAPS BETWEEN THE POST AND FROM POST. GAPS BETWEEN THE POST AND POST. GAPS BETWEEN THE POST AND POST. GAPS BETWEEN THE POST AND GAPS BETWEEN THE POST AND GAPS BETWEEN THE POST AND BETWEEN THE POST AND BETWEEN THE POST AND THE POST AND THE POST AND POST AND POST AND AND AND CONCRETE ARE NOT ACCEPTABLE. 2. ALL TUBULAR POSTS SHALL BE COMPLETELY FILLED WITH ALL TUBULAR POSTS SHALL BE COMPLETELY FILLED WITH TUBULAR POSTS SHALL BE COMPLETELY FILLED WITH TUBULAR POSTS SHALL BE COMPLETELY FILLED WITH POSTS SHALL BE COMPLETELY FILLED WITH POSTS SHALL BE COMPLETELY FILLED WITH SHALL BE COMPLETELY FILLED WITH SHALL BE COMPLETELY FILLED WITH BE COMPLETELY FILLED WITH BE COMPLETELY FILLED WITH COMPLETELY FILLED WITH COMPLETELY FILLED WITH FILLED WITH FILLED WITH WITH WITH CONCRETE FROM BOTTOM TO TOP.

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11.9 Cu. Ft. CONCRETE PER FTG.

AutoCAD SHX Text %%uTRANSITION POST

AutoCAD SHX Text %%uFOOTING FOR

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GALV. ANGLE

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4" O.D. CORNER POST

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TOP OF CRUSHED

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ROCK SURFACING

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FILL

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W/CONCRETE

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DIA.

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%%UFRONT ELEVATION

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%%USIDE ELEVATION

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%%UGATE CENTER CATCH DETAIL

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1.9 Cu. Ft. CONCRETE PER FTG.

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DIA.

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FILL W/CONCRETE

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PIECE

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ANCHOR

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TOP OF CRUSHED

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ROCK SURFACING

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%%UFOOTING FOR

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1.6 Cu. Ft. CONCRETE PER FTG.

AutoCAD SHX Text %%uSECURITY FENCE FOOTINGS

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14.1 Cu. Ft. CONCRETE PER FTG.

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%%UFOOTING FOR

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%%UGATE POST

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DIA.

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GATE

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POST

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DIA.

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%%UFOOTING FOR

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%%UCORNER POST

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8.0 Cu. Ft. CONCRETE PER FTG.

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CORNER

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POST

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%%UFOOTING FOR

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%%UGATE HOLDBACK

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1.9 Cu. Ft. CONCRETE PER FTG.

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%%ULINE POST

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DIA.

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DIA.

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LINE POST

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CONCRETE

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PIECE

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FILL W/

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ANCHOR

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ROUND

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GATE

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HOLDBACK

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FILL WITH CONCRETE

AutoCAD SHX Text 5/16" x 1-3/16" RIVET

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%%UGATE DETAIL

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TOP RAIL POST 1-5/8" O.D.

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ROUND LINE POST 2-3/8" O.D.

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7" RAIL SLEEVES

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QTY.

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PART

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AutoCAD SHX Text %%uDETAIL E

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ATTACHMENT

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FABRIC TO LINE POST

AutoCAD SHX Text %%uDETAIL D

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BRACE, TRUSS & BAND

AutoCAD SHX Text GENERAL NOTES: 1. ALL BOLTS AND NUTS SHALL BE 3/8" HOT DIPPED GALVANIZED UNLESS ALL BOLTS AND NUTS SHALL BE 3/8" HOT DIPPED GALVANIZED UNLESS NOTED OTHERWISE. 2. BARBED WIRE SHALL CONSIST OF 2 TWISTED STRANDS OF 12-1/2" BARBED WIRE SHALL CONSIST OF 2 TWISTED STRANDS OF 12-1/2" USSWG STEEL WIRE WITH 4 POINT BARBS AT 5" SPACING. 3. ALL POSTS, BRACES AND FRAMEWORK MEMBERS SHALL BE FIRST QUALITY, ALL POSTS, BRACES AND FRAMEWORK MEMBERS SHALL BE FIRST QUALITY, FULL WEIGHT. HOT SIPPED GALVANIZED STEEL. 4. FENCE FABRIC SHALL CONSIST OF NO. 9 USSWG STEEL WIRE WOVEN INTO FENCE FABRIC SHALL CONSIST OF NO. 9 USSWG STEEL WIRE WOVEN INTO A 1" SQUARE MESH PATTERN. BOTTOM TO BE FLUSH WITH SURFACING OR TOP OF CURB. 5. GATE HEIGHT SHALL BE APPROXIMATELY 3" ABOVE THE FINISHED GRADE GATE HEIGHT SHALL BE APPROXIMATELY 3" ABOVE THE FINISHED GRADE (TOP OF SURFACING OR CURB). 6. GATE FRAMES SHALL BE RESISTANCE WELDED OR BOLTED AT THE GATE FRAMES SHALL BE RESISTANCE WELDED OR BOLTED AT THE CORNERS AND INTERMEDIATE BRACES. 7. BARBED WIRE ARMS TO EXTEND TO THE OUTSIDE AND INSIDE OF FENCED BARBED WIRE ARMS TO EXTEND TO THE OUTSIDE AND INSIDE OF FENCED AREA. 8. LINE POSTS SHALL BE SPACED NOT MORE THEN 10' ON CENTERS. LINE POSTS SHALL BE SPACED NOT MORE THEN 10' ON CENTERS. 9. DOUBLE NUT BRACE ROD ITEM 31.DOUBLE NUT BRACE ROD ITEM 31.

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SEE

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DETAIL E

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SEE

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DETAIL E

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SEE

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DETAIL D

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WIRE TIES 24" O.C. (MAX.)

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4 POINT BARBED WIRE

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NO SCALE

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%%UCORNER DETAIL

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%%UELEVATION

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%%UPLAN

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%%UPLAN

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%%UELEVATION

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TIE TWO

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CONNECTORS

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TOGETHER

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WITH GALV.

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STEEL STRAP

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TIE TWO

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CONNECTORS

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TOGETHER

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WITH GALV.

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STEEL STRAP

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NO. 7 GALV. WIRE CLIPPED

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TO BOTTOM OF FABRIC WITH

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GALV. HOG RINGS 24" O.C.

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%%U(FOR 1-3/8" DROP ROD)

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%%UMUSHROOM TYPE

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%%U(FOR 3/8" TRUSS RODS)

AutoCAD SHX Text %%uCOX CAT. NO. TRB

AutoCAD SHX Text %%uTRUSS TIGHTENER

AutoCAD SHX Text %%uPART NO. 11

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BOLT THRU

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NO SCALE

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NO SCALE

AutoCAD SHX Text IMPORTANT NOTES: IMPORTANT NOTES: 1. THE HEIGHT OF THE NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, THE HEIGHT OF THE NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, HEIGHT OF THE NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, HEIGHT OF THE NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, OF THE NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, OF THE NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, THE NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, THE NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, NEW FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, FENCE SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, SHALL BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, BE 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, 7 FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, FEET OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, OF FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, FENCE FABRIC PLUS 1 FOOT OF BARBED WIRE, FABRIC PLUS 1 FOOT OF BARBED WIRE, FABRIC PLUS 1 FOOT OF BARBED WIRE, PLUS 1 FOOT OF BARBED WIRE, PLUS 1 FOOT OF BARBED WIRE, 1 FOOT OF BARBED WIRE, 1 FOOT OF BARBED WIRE, FOOT OF BARBED WIRE, FOOT OF BARBED WIRE, OF BARBED WIRE, OF BARBED WIRE, BARBED WIRE, BARBED WIRE, WIRE, WIRE, FOR A TOTAL OF 8 FEET OF HEIGHT. 2. COIL 24" DIAMETER CONCERTINA BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING COIL 24" DIAMETER CONCERTINA BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING 24" DIAMETER CONCERTINA BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING 24" DIAMETER CONCERTINA BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING DIAMETER CONCERTINA BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING DIAMETER CONCERTINA BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING CONCERTINA BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING CONCERTINA BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING BARBED TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING TAPE ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING ON ALL THE PERIMETER OF THE NEW FENCE (INCLUDING ALL THE PERIMETER OF THE NEW FENCE (INCLUDING ALL THE PERIMETER OF THE NEW FENCE (INCLUDING THE PERIMETER OF THE NEW FENCE (INCLUDING THE PERIMETER OF THE NEW FENCE (INCLUDING PERIMETER OF THE NEW FENCE (INCLUDING PERIMETER OF THE NEW FENCE (INCLUDING OF THE NEW FENCE (INCLUDING OF THE NEW FENCE (INCLUDING THE NEW FENCE (INCLUDING THE NEW FENCE (INCLUDING NEW FENCE (INCLUDING NEW FENCE (INCLUDING FENCE (INCLUDING FENCE (INCLUDING (INCLUDING (INCLUDING GATES). TIE CONCERTINA TO TOP BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. TIE CONCERTINA TO TOP BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. TIE CONCERTINA TO TOP BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. CONCERTINA TO TOP BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. CONCERTINA TO TOP BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. TO TOP BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. TO TOP BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. TOP BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. TOP BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. BARBED WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. WIRE AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. AT EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. EVERY SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. SPIRAL TURN, ON BOTH SIDE OF OUTRIGGER. TURN, ON BOTH SIDE OF OUTRIGGER. TURN, ON BOTH SIDE OF OUTRIGGER. ON BOTH SIDE OF OUTRIGGER. ON BOTH SIDE OF OUTRIGGER. BOTH SIDE OF OUTRIGGER. BOTH SIDE OF OUTRIGGER. SIDE OF OUTRIGGER. SIDE OF OUTRIGGER. OF OUTRIGGER. OF OUTRIGGER. OUTRIGGER. OUTRIGGER. CONCERTINA LOOPS SHALL BE 16" ON CENTER. 3. DISREGARD SPECIFIC NOTES OR DETAILS FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES DISREGARD SPECIFIC NOTES OR DETAILS FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES SPECIFIC NOTES OR DETAILS FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES SPECIFIC NOTES OR DETAILS FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES NOTES OR DETAILS FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES NOTES OR DETAILS FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES OR DETAILS FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES OR DETAILS FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES DETAILS FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES DETAILS FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES FOR DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES DOUBLE SWING GATES IN THIS DRAWING. ALL NEW GATES SWING GATES IN THIS DRAWING. ALL NEW GATES SWING GATES IN THIS DRAWING. ALL NEW GATES GATES IN THIS DRAWING. ALL NEW GATES GATES IN THIS DRAWING. ALL NEW GATES IN THIS DRAWING. ALL NEW GATES IN THIS DRAWING. ALL NEW GATES THIS DRAWING. ALL NEW GATES THIS DRAWING. ALL NEW GATES DRAWING. ALL NEW GATES DRAWING. ALL NEW GATES ALL NEW GATES ALL NEW GATES NEW GATES NEW GATES GATES GATES SHALL BE NON MOTOR-OPERATED CANTILEVER SLIDE GATES.

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%%UPART NO. 18-B

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FOR SINGLE CANTILEVER SLIDE GATES

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WITH 2" GATE FRAMES AND 4" LATCH POST

AutoCAD SHX Text %%uLOCKING DEVICE

AutoCAD SHX Text %%uINTERNATIONAL SECURITY PRODUCTS, INC.

%%UCAT. NO. PL152W

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DRAWN

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DESCRIPTION

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REV

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SCALE

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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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SHEET NUMBER

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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

AutoCAD SHX Text 36 x 24

AutoCAD SHX Text Reference Old drawing number:

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EE-M-1031-0176

AutoCAD SHX Text 1031-E3202

AutoCAD SHX Text E3202

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SIKESTON SUBSTATION

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GROUNDING DETAILS

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NOTED

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JFC

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CUP

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CUP

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DEL

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AutoCAD SHX Text REDRAWN TO 24"x 36"

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AutoCAD SHX Text 5/90

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AutoCAD SHX Text 5/90

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FENCING REPLACEMENT

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JGC

AutoCAD SHX Text 10-20

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JGC

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AutoCAD SHX Text Last Edited: 02/13/18 12:28:51 Last File Name: Z:\Electrical_Stations\Sikeston\_Master\E3202_SIK.dwg

AutoCAD SHX Text jerry.rice

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(NO SCALE)

AutoCAD SHX Text %%uGROUNDING DETAIL

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%%UTYPICAL LINE POST

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GROUNDING MATERIALS

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ITEM

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NO.

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DESCRIPTION

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GROUNDING CABLE, 4/0 AWG, SOFT DRAWN,

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STRANDED COPPER, TINNED, 19 STRANDS

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GROUND ROD, 3/4" X 10'-0" COPPERWELD,

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ERICO #613400 OR EQUAL

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FLEXIBLE COPPER BRAID,

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ANDERSON, GB-200-5A, OR EQUAL

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GROUND CONNECTOR, 4/0 CABLE TO FLAT,

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BURNDY, GB 29, OR EQUAL

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GROUND CONNECTOR, 4/0 OR 7/16" STEEL

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CABLE TO FLAT, BURNDY GBM29 OR EQUAL

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GROUND CONNECTOR, TWO 4/0 CABLES TO

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FLAT, BURNDY GC2929, OR EQUAL

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CABLE CONNECTOR, 4/0 COPPER TO 7/16"

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STEEL STRAND, BURNDY KSU28, OR EQUAL

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GROUND CONNECTOR, THERMO TYPE, CADWELD

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OR THERMOWELD, OR EQUAL

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SWITCHING PLATFORMS, FABRICATED AS

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SHOWN ON DWG SD-X-SP-1

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GROUND CONNECTOR, 1 1/4" PIPE TO #4/0,

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BURNDY GA 1629, OR EQUAL

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GROUND CONNECTOR, 4/0 CABLE, SERVIT

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POST BURNDY TYPE KC28, OR EQUAL

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GROUND CONNECTOR, 4/0 CABLE, SERVIT

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POST BURNDY TYPE K2C28, OR EQUAL

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GROUND CONNECTION, TEE, HD, EXOTHERMIC

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USE ERICO CAT# HDTAC2Q2Q MOLD OR EQUAL

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GROUND CONNECTION, CROSS, HD, EXOTHERMIC

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USE ERICO CAT# HDXBV2Q2Q MOLD OR EQUAL

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LINE POST GROUND CLAMP 2-1/2" O.D.

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PENN-UNION# GU-16 (TINNED) OR EQUAL

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TOP RAIL GROUND CLAMP 2" O.D.

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PENN-UNION# GPL-34 (TINNED) OR EQUAL

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SPLIT BOLT GROUND CLAMP, CU

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BURNDY# KS23 (TINNED) OR EQUAL

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GATE POST GROUND CLAMP 4" O.D.

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PENN-UNION# GU-33 (TINNED) OR EQUAL

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GROUNDING CABLE, 2/0 AWG, SOFT DRAWN,

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STRANDED COPPER, TINNED, 19 STRANDS

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CONNECT AS SHOWN IN THE BARBED-WIRE GROUNDING DETAIL

AutoCAD SHX Text FENCE POST GROUNDING SHALL BE EVERY 50' AND AT EACH GATE/CORNER POST OF THE FENCE. NEW GROUNDING CABLE SHALL BE 18" BELOW SUBGRADE SURFACE (I.E. 24" BELOW CRUSHED ROCK SURFACE). ALL GROUNDING CABLE SHALL BE 4/0 AWG, EXCEPT WEAVE-THROUGH-FABRIC 2/0 AWG GROUNDING CABLE.

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NOTE:

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(NO SCALE)

AutoCAD SHX Text %%uGROUNDING DETAIL

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%%UTYPICAL GATE/CORNER POST

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BOTTOM OF FABRIC TO BE LEVEL WITH CRUSHED ROCK SURFACE

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2/0 GROUNDING CABLE 19 STRANDS

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TOP RAIL GROUND CLAMP

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2/0 GROUNDING CABLE 8 STRANDS EA.

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2/0 GROUNDING CABLE 3 STRANDS EA. TO CONCERTINA WIRE

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2/0 GROUNDING CABLE 8 STRANDS EA.

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(NO SCALE)

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%%UBARBED-WIRE

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WEAVE 2/0 GROUNDING CABLE THROUGH FABRIC

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BOTTOM OF FABRIC TO BE LEVEL WITH CRUSHED ROCK SURFACE

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WEAVE 2/0 GROUNDING CABLE THROUGH FABRIC

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EXISTING 4/0 GROUNDING CABLE

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DESCRIPTION

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REV

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CHECKED

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APPROVED

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DRAWING NUMBER

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FILE NAME

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SHEET NUMBER

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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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AutoCAD SHX Text Reference Old drawing number:

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AutoCAD SHX Text 1031-E3204

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SIKESTON SUBSTATION

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CANTILEVER GATE

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GROUNDING DETAIL

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NONE

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JGC

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JGC

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FENCING REPLACEMENT

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JGC

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JGC

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%%UCANTILEVER SLIDE GATE

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(NO SCALE)

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GATE TYPE SHOWN

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FOR REFERENCE ONLY

AutoCAD SHX Text CONSTRUCTION NOTES: 1. TWO CANTILEVER SLIDE GATES WILL BE INSTALLED. TWO CANTILEVER SLIDE GATES WILL BE INSTALLED. 2. THE CONTRACTOR SHALL GROUND THE GATE POSTS AND BARBED WIRES THE CONTRACTOR SHALL GROUND THE GATE POSTS AND BARBED WIRES AS SHOWN ON DRAWING E3202, BUT ALSO GROUND THE BARBED WIRES ON THE GATE FRAME. THE BARBED WIRES ON THE GATE FRAME SHALL BE GROUNDED AT TWO LOCATIONS (I.E. AT BOTH ENDS OF THE GATE FRAME).

TO GROUND GRID

MANHOLE

CABLE TRENCH

DETAIL ON GROUNDING

DETAIL SHEET

CONTROL ANNEX

BUILDING

CONTROL

BUILDING

(EXISTING)

MANHOLE

NEW

STINGER

CONNECT TO PCB

GND TERMINAL

2'-0"

5'-0"

2'-0"

COUNTY ROAD

21'-6" 34' 34' 35'-9" 38' 116' 35' 74'-4" 41'-9" 32' 19'-6" 38' 38'

11'

610'

7'7'

17'

21'

17'

38' 92'-6"

41'-9"

17'

EXISTING GROUND RODS, 3/4" x 10'-0", COPPERWELD

EXISTING GROUND CONNECTION, COPPERWELD, THERMOWELD, OR EQUAL

EXISTING SWITCHING PLATFORM

EXISTING GROUND CABLE, #4/0 SOFT DRAWN, BARE, STRANDED, COPPER

EXISTING GROUND CABLE, #2, SOFT DRAWN, BARE, STRANDED COPPER

(INSIDE CONTROL HOUSE)

NEW GROUND CABLE, 4/0 SOFT DRAWN, BARE, STRANDED, COPPER

NEW GROUND CONNECTION, COPPERWELD, THERMOWELD, OR EQUAL

NEW GROUND RODS, 3/4" x 10'-0", COPPERWELD

L E G E N D

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

30 30 60

12015

GROUNDING QUANTITIES:

GROUND WIRE (4/0) : 10,821 LF

CONNECTOR -TEE INTERIOR : 58 EA

CONNECTOR - CROSS INT. : 160 EA

CONNECTOR PERIMETER

GRD. ROD TEE : 76 EA

GROUND ROD (3/4"x10')

INTERIOR : 20 EA

PERIMETER : 74 EA

51'-6" 24' 11' 17'

CROSSING

CONDUCTORS

ARE NOT

CONNECTED

CROSSING

CONDUCTORS

ARE NOT

CONNECTED

CROSSING

CONDUCTORS

ARE NOT

CONNECTED

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%%UINSTALLATION DETAIL

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%%UDETAIL 1 - GROUND GRID CONDUCTOR

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EXOTHERMIC WELD

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COMPACTED SOIL

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INSTALL AS PER

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DETAIL 1

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TO SPECIFIED DEPTH

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%%UINSTALLATION DETAIL

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%%UDETAIL 2 - NEW GROUND ROD

AutoCAD SHX Text 6"

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SUBSTATION

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PAVING

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SUBSTATION

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PAVING

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COMPACTED SOIL

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GROUND CONDUCTOR

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AutoCAD SHX Text 1'-6"

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GROUND ROD DRIVEN

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CHKD

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DRAWN

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DESCRIPTION

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REV

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SCALE

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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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SHEET NUMBER

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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

AutoCAD SHX Text 36 x 24

AutoCAD SHX Text Reference Old drawing number:

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EE-M-1031-0175

AutoCAD SHX Text 1031-E3203

AutoCAD SHX Text E3203

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SIKESTON SUBSTATION

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ELECTRICAL GROUNDING PLAN

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NOTED

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JFC

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CVP

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CVP

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DEL

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ADDITIONAL GROUNDING FOR OCB

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AND CONTROL BUILDING

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LAG

AutoCAD SHX Text 05-79

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CUP

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AS-BUILT

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LAG

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ADDED SWITCH PLATFORMS AND

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SOUTH BAY

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JFC

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AS-BUILT; PCB 62 REPLACEMENT

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JRB

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CEV

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SUBSTATION GROUNDING AND

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DRAINAGE IMPROVEMENTS

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JGC

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AS-BUILT SIKESTON GROUNDING

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AND DRAINAGE IMPROVEMENTS

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JDR

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AutoCAD SHX Text Last Edited: 05/20/20 14:39:41 Last File Name: P:\Sikeston Grounding & Drainage Improvements\As-Built Package\AutoCAD\E3203_SIK.dwg

AutoCAD SHX Text jerry.rice

AutoCAD SHX Text GENERAL GROUNDING SPECIFICATIONS: RISERS FROM GROUND GRID TO EQUIPMENT, SWITCHES AND STRUCTURES TO BE 4/0 COPPER. RISERS TO EQUIPMENT, SWITCHES AND STRUCTURES TO BE CONNECTED BY BOLTED CONNECTIONS. ALL GROUND GRID CONDUCTORS TO BE 4/0 - 19 STRAND COPPER. ALL GROUND RODS TO BE 3/4" x 10' COPPERWELD GROUND ROD. 3/4" x 10' COPPERWELD GROUND ROD. GRID TO BE BURIED AT A MINIMUM DEPTH OF 18 INCHES. ALL NEW ABOVE-GROUND GROUND CONNECTIONS TO STEEL GROUNDING PLATFORMS, STEEL AND SWITCH HANDLES SHALL BE DONE IN A CLEAN ENVIRONMENT. FOR BIDDING PURPOSE, THE CONTRACTOR SHALL ASSUME THAT ALL EXISTING ABOVE-GROUND GROUND CONNECTIONS, EXCEPT THE CONNECTIONS THAT NEED TO BE REPAIRED PER DRAWING 1031-E3203, ARE IN ACCEPTABLE CONDITIONS. ANY EXISTING ABOVE-GROUND GROUND CONNECTIONS THAT ARE FOUND BROKEN OR IMPROPERLY CONNECTED DURING CONSTRUCTION SHALL BE DOCUMENTED AND INFORMED TO SOUTHWESTERN. INSTALL SIX (6) FLEX GROUNDING BRAIDS FOR SWITCH OPERATOR HANDLES, AND PROVIDE DIRECT CONNECTION TO THE STATION GRID FOR BOTH THE HANDLES AND THE GROUND MATS. LOCATION FOR FLEX GROUNDING BRAIDS WILL BE IDENTIFIED BY THE GOVERNMENT INSPECTOR DURING CONSTRUCTION. THE FLEX GROUNDING BRAIDS SHALL BE #4/0 GROUND STRAPS WITH LENGTH OF 20.25" AND DIAMETER HOLES OF 11/16". MANUFACTURER SHALL BE CLEAVELAND/PRICE PART NUMBER #C110A202G004, OR EQUAL. GROUND GRID CONNECTION TO THE STEEL STRUCTURES SHALL BE MADE WITH SINGLE GROOVE CABLE TO FLAT BRONZE CLAMPS EXCEPT PARALLEL GROOVE CABLE TO FLAT STEEL BRONZE GROUND CLAMPS SHALL BE USED FOR GROUND CONNECTION TO THE POINT OF INTERCONNECTION WITH THE GROUP OPERATED SWITCH HANDLES. GROUND CONNECTORS, GROUND RODS, AND COMPRESSION CONDUCTORS SHALL BE MANUFACTURED BY CADWELD, DMC POWER, BLACKBURN OR BURNDY. OTHER MANUFACTURERS WILL REQUIRE THE APPROVAL OF THE ENGINEER PRIOR TO BIDDING. PARALLEL GROOVE CLAMPS SHALL BE USED FOR CONDUCTOR SPLICES ABOVE GROUND. ALL GROUNDED CONNECTORS SHALL BE EXOTHERMIC CONNECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE BEST CONNECTOR FOR EACH LOCATION. NOTES: - PLACE GROUND RODS AT 30' INTERVALS AROUND THE OUTER GRID CONDUCTOR. - INSTALL (4) FLEX GROUNDING BRAIDS. TWO (2) ON THE NORTHEAST SECONDARY GATE AND TWO (2) ON THE SOUTH MAIN ENTRY GATE. ONE (1) FLEX GROUNDING BRAID ON EACH GATE POST. THE FLEX GROUNDING BRAIDS SHALL BE PENN-UNION FXBA-18-Q OR EQUAL. - SINGLE GROUND CONNECTIONS TO SWITCH PADS. - REPAIR (2) BROKEN GROUND JUMPERS THAT CONNECT THE STATION FENCE WITH THE EXISTING GROUNDING GRID INSIDE THE FENCE (SEE GROUNDING PLAN FOR LOCATION). THE REPAIR REQUIRES REMOVING THE BROKEN 4/0 WIRE (I.E. JUMPER) AND INSTALL A NEW 4/0 WIRE BETWEEN THE UNDERGROUND GROUND GRID AND THE FENCE POST. THE CONNECTIONS SHALL BE EXOTHERMIC AT BOTH ENDS (I.E. UNDERGROUND AND AT THE FENCE POST).

DRAWING INCLUDED FOR REFERENCE ONLY

R.O .W

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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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INLET D3

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INLET D2

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INLET D1-1

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GRAVEL

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EMH

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EMH

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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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GRAVEL

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GRAVEL

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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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SIDE OF SUBSTATION

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TRANSMISSION

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TOWER

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GRASS COVERED DRIVE

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GRASS COVERED DRIVE

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PEDESTRIAN WALKWAY

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CONCRETE BRIDGE

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GRAVEL

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ELECTRIC

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MANHOLE

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TOP=300.30

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ELECTRIC

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MANHOLE

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TOP=300.21

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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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GATE

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CP1

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CP2

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CP252

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EAST LINE OF THE SW 1/4

AutoCAD SHX Text S23, T26N, R13E

AutoCAD SHX Text 55.0

AutoCAD SHX Text R=25.0'

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276 LF-36" RCP @ 0.29 %%%

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238 LF-36" RCP @ 0.05 %%%

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File details come from the government source that posted it. Updated Jun 8, 2021.