W912P613B0002_Dispersal_Barrier_1B_InWater_AMD0005_Drawings.pdf

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BORING LOCATIONS

SCALE: 1" = 20'-0"

10' 0 10' 20' 30'

SITE LOCATION (N.I.C.)

PROPOSED BUILDING

BH01

BH02 BH03

WESTERN EDGE OF CANAL

EASTERN EDGE OF CANAL

C03

C02

* MEASURED AT THE BOTTOM OF ACCESS PITS (SEE SHEET C02 & C03)

BH04 BH05

SEE SHEET S02 (N.I.C.-FUTURE)

PARASITIC CONDUIT RACEWAY

SEE DETAIL 1/S03 (N.I.C.-FUTURE)

PARASITIC CONTROL CABINET

(N.I.C.-FUTURE)

VAULT SEE DETAIL 4/S02

PARASITIC ACCESS

7'-0"

7'-0"

7'-0"

SITE LOCATIONS

MARK

IL. EAST NAD83 STATEPLANE COORDINATES

GRADE

FINISHED

DESCRIPTION NOTES

NORTHING EASTING

BH01 N 1,812,844.05' E 1,059,079.32' -

SEPARATE CONTRACT

(NIC) TO BE COMPLETED PREVIOUSLY IN

BH02 N 1,812,939.77' E 1,059,086.62' -

SEPARATE CONTRACT

(NIC) TO BE COMPLETED PREVIOUSLY IN

BH03 N 1,813,035.50' E 1,059,093.91' -

SEPARATE CONTRACT

(NIC) TO BE COMPLETED PREVIOUSLY IN

BH04 N 1,812,763.92' E 1,058,876.87' -

(PARASITIC ELECTRODE WIRING)

SLEEVED 8" ID BORE HOLE

SEPARATE CONTRACT

(NIC) TO BE COMPLETED PREVIOUSLY IN

BH05 N 1,813,144.80' E 1,058,905.91' -

(PARASITIC ELECTRODE WIRING)

SLEEVED 8" ID BORE HOLE

SEPARATE CONTRACT

(NIC) TO BE COMPLETED PREVIOUSLY IN

(ACTIVE ELECTRODE WIRING)

SLEEVED 25.29" ID BORE HOLE

(ACTIVE ELECTRODE WIRING)

SLEEVED 25.29" ID BORE HOLE

(ACTIVE ELECTRODE WIRING)

SLEEVED 25.29" ID BORE HOLE

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(BH01 THRU BH03)ELECTRODE BORE HOLE SECTION

SCALE: 3/8" = 1'-0"

MINIMUM WATER (ELEV: 569')

ORDINARY (HIGH) WATER (ELEV: 579')

(ELEV: 588.5' APPROX.)

TOP OF SLAB

BY U.S. ARMY CORPS OF ENGINEERS

PROPOSED CONTROL BUILDING (N.I.C.)

BORE HOLE

CENTER OF

ELEV: 550'

WORK POINT

EXISTING GRADE

12" 0 1' 2' 3'

CABLE BUNDLE

ELECTRODE

(SEE DETAIL 3/S02)

HOLE ACCESS VAULT

ELECTRODE BORE

26 DEG.

THAT IT VARIES FROM SOFT SILT TO ROCK.

MATERIAL IS UNKNOWN AND ITS ASSUMED

IN SPECIFICATIONS (FINAL ELEV: 550')

RELOCATE OBSTRUCTIONS AS NOTED

OF SLAB AND PATCH FLUSH.

OF WIRES TO EQUIPMENT, CUT OFF THE RACKS TWO INCHES BELOW THE TOP

AFTER COMPLETION OF THE BUILDING, AND IN COORDINATION WITH CONNECTION9.

OF THE RACKS, INCORPORATING BLOCKOUTS FOR FUTURE CUTTING & PATCHING.

PROTECT THE WIRES & POUR THE BUILDING SLAB, EMBEDDING THE BOTTOM PART8.

CONSTRUCTION CONTRACT

TO THE RACKS IN SEQUENCE (AS SHOWN ON SHEET E04).

PULL THE WIRES AS ELECTRODES ARE INSTALLED, AND FASTEN THEM7.

CONSTRUCT TEMPORARY WIRE SUPPORT RACKS (SEE SHEET E04)6.

BEFORE PULLING ELECTRICAL WIRES, REMOVE THE VAULT COVER.5.

INSTALL VAULT COVER TO PROTECT BOREHOLE.4.

INSTALL ACCESS VAULT.3.

IN-WATER CONTRACT

(COMPLETED BY OTHERS)

NON-CONDUCTIVE PLASTIC AND SEAMLESS INSIDE.

DRILL BOREHOLE AND INSTALL LINER, THE LINER WILL BE 2.

GRADE SURFACE TO ELEV. 586.5' (COMPLETED BY OTHERS).1.

BOREHOLE CONTRACT

SEQUENCE

BOREHOLE (25.29" ID)

EXISTING SLEEVED

C03

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ACTIVE / PARASITIC ELECTRODE CABLE CONNECTION

SCALE: 2" = 1'-0"

ACTIVE / PARASITIC ELECTRODE THREADED HOLE PATTERN AT CABLE CONNECTIONS

SCALE: 2" = 1'-0"

CONNECTION AT FAR END CONNECTION AT NEAR END

(4) 1/4-20 UNC 3/4"

7/16" DIA. X 90 DEG.

(10) 3/8-16 UNC 3/4"(2) 3/8-16 UNC 5/8"

5/8"

2 3/8"

5 3/4"

11 1/2"

1'-2 1/2"

1'-6 1/2"

2'-2"

2'-3 1/2"3'-1"

/4

/4

HEX CAP S.S.

(4)-SCREW,1/4-20 x 3"

(BASE PLATE)

1.25"x4"x21.5"

1.25" UHMWP.

(CLAMP PLATE)

1/4" GFRP 4 HOLES

(CLAMP BLOCK)

1.25"x4"x8"

1.25" UHMWP.

(SEE SHEET E01 FOR LAYOUT)

ELECTRODE / PARASITIC

(2) HOLE ILSCO CLND-250-38-134

COMPRESSION LUG 250MCM

AND LOCK WASHER 318 S.S.

(2) 3/8-16 x 1" BOLT, WASHER

DP 5 W5 S.S.

(2)-COVER PLATE STAUFF,

VENT

FILL

3/4"4 11/16"

(SEE SHEET E01 FOR LAYOUT)

ELECTRODE / PARASITIC

(4) 1/4-20 UNC 3/4"

7/16" DIA. X 90 DEG.

(10) 3/8-16 UNC 3/4"(2) 3/8-16 UNC 5/8"

5/8"

2 3/8"

5 3/4"

11 1/2"

1'-2 1/2"

1'-6 1/2"

2'-2"

2'-3 1/2"

/4

/4

5'-3"

CABLE TO ELECTRODE ATTACHMENT PROCEDURE

OPERATIONS 2-4 MAY BE COMPLETED PRIOR TO DELIVERY OF ELECTRODE MATERIAL AND FLASH WELDING OF1.

COMPLETE ELECTRODE

DRILL AND TAP 10 LOCATIONS FOR 3/8-16 SS CAP SCREWS. SEE SH3.2.

DRILL AND TAP 2 LOCATIONS FOR 3/8-16 BOLTS THAT ATTACH COMPRESSION LUG. SEE SH3.3.

DRILL AND TAP 4 LOCATIONS FOR 1/4-20 BOLTS THAT ATTACH CABLE CLAMPS. SEE SH3.4.

FOLLOWING OPERATIONS MUST BE PERFORMED IN AN ENCLOSED WEATHERPROOF AREA WHICH MAINTAINS5.

ADHESIVE, WORKPIECE AND WORKAREA AMBIENT TEMPERATURE OF 60 DEGREES F OR HIGHER UNTIL ASSEMBLY IS

COMPLETE.

STRIP CABLE INSULATION APPROX 6 7/8IN AND CRIMP COMPRESSION LUG SECURELY TO END OF CONDUCTOR. BEAD6.

BLAST EXPOSED CONDUCTOR AND LUG WITH #100ALOX OR EQUIVALENT. THOROUGHLY SCUFF END OF CABLE

INSULATION FOR 20IN WITH 100GRIT SANDPAPER. THOROUGHLY CLEAN EXPOSED CONDUCTOR, COMPRESSION LUG

AND ABRADED AREA OF INSULATION WITH ALCOHOL

VERIFY THAT WORK AREA OF ELECTRODE IS LEVEL WITHIN 2 DEGREES. GRIND ELECTRODE SURFACE AREA THAT WILL7.

RECEIVE BASE PLATE AND CABLE CLAMPS TO REMOVE ANY EXISTING FINISH. THOROUGHLY CLEAN AND DEGREASE

ANY OIL, DIRT AND RUST FROM THIS AREA OF ELECTRODE. CLEAN WITH ALCOHOL.

ENSURE THAT BASE PLATE,TOP PLATE,CLAMP BLOCK,ALL FASTENERS, CABLE CLAMPS AND CLAMP COVER PLATES8.

HAVE BEEN BEAD BLASTED WITH #100ALOX OR EQUIVALENT AND THOROUGHLY CLEANED. DEGREASE WITH

ALCOHOL.

INSTALL BASE PLATE, CABLE, TOP PLATE, CLAMP BLOCK, CABLE CLAMPS AND ALL FASTENERS. DO NOT TIGHTEN9.

FASTENERS. ENSURE THAT CABLE JACKET OVERHANGS INTERNAL EDGE OF BASE PLATE BY AT LEAST 1/2IN.

KEEP INTERNAL CAVITY FORMED BY BASE PLATE AND TOP PLATE FREE OF ANY DEBRIS AND MOISTURE DURING THE10.

ENTIRE PROCESS. ENSURE THAT ALL TOOLS WHICH CONTACT FASTENERS ARE THOROUGHLY CLEANED AND

DEGREASED AND DO NOT CONTAMINATE FASTENERS.

TIGHTEN (2) 3/8 BOLTS AT COMPRESSION LUG TO 18FTLB. MAINTAIN LUG ALIGNMENT WITH ELECTRODE.11.

TIGHTEN (6) 3/8-16 SOCKET HEAD CAP SCREWS AT TOP PLATE 10-12FTLB FOLLOWED BY (4) 3/8-16 SOCKET HEAD CAP12.

SCREWS AT CLAMP BLOCK 10-12FTLB. MAINTAIN ALIGNMENT OF COMPONENTS WITH ELECTRODE

TIGHTEN (4) 1/4-20 BOLTS AT CABLE CLAMPS 4-5 FTLB.13.

SEAL ALL EXTERNAL JOINTS BETWEEN ELECTRODE,BASE PLATE,TOP PLATE,CLAMP BLOCK AND CABLE WITH SILICONE14.

ADHESIVE SUFFICIENT TO RETAIN ANY LEAKAGE DURING FILLING OF INTERNAL CAVITIES. DO NOT ALLOW SILICONE TO

INTRUDE INTO GAPS FARTHER THAN 1/4". ALLOW SILICONE TO CURE COMPLETELY PER MANUFACTURER'S

INSTRUCTIONS.

CLEAN ALL EXPOSED FASTENER HEADS, TOP PLATE, CLAMP BLOCK, CAVITY, COMPRESSION LUG, EXPOSED CABLE15.

AND CABLE CLAMP ASSEMBLIES WITH ALCOHOL AND ALLOW TO DRY. KEEP ASSEMBLY FREE OF MOISTURE AND

CONDENSATION PRIOR TO AND DURING ADDITION OF ADHESIVE

FOLLOWING MANUFACTURERS INSTRUCTIONS FOR PREPARATION AND APPLICATION MIX TWO PART RELTEK B-482TH16.

EPOXY USING BEST PRACTICES TO MINIMIZE GAS ENTRAPMENT IN ADHESIVE. APPROXIMATELY ONE QUART OF

ADHESIVE WILL BE REQUIRED PER ASSEMBLY INCLUDING COVERAGE OF CABLE CLAMPS.

POURING SLOWLY TO AVOID GAS ENTRAPMENT, FILL INTERNAL CAVITY, ALL FASTENER COUNTERBORES AT TOP PLATE17.

AND CLAMP BLOCK INCLUDING A 1 INCH DIAMETER SURROUNDING AREA AND FILL HOLES AT CLAMP BLOCK WITH

RELTEK EPOXY UNTIL INTERNAL CAVITY IS COMPLETELY FILLED AND EPOXY IS VISIBLE AT VENT AND FILL HOLES. VERIFY

THAT NO LEAKS ARE PRESENT AT ANY EXTERNAL JOINTS. BRUSH ON OR OTHERWISE COMPLETELY COAT CABLE

CLAMPS, TOP PLATES AND FASTENERS WITH EPOXY ENSURING SEALING BETWEEN CLAMP BLOCK HALVES. CONTINUE

TO ADD EPOXY ADHESIVE AS NECESSARY TO MAINTAIN FULL LEVEL AT CAVITY WHILE EPOXY REMAINS LIQUID.

ALLOW COMPLETED ASSEMBLY TO REMAIN UNDISTURBED UNTIL EPOXY HAS CURED FOR 24 HOURS.18.

(TOP PLATE)

1.25"x4"x13.5"

1.25" UHMWP.

McMASTER PART 92185A635 or EQUIV.

SOCKET HEAD CAP S.S.

(10)-SCREW, 3/8-16 x 2 3/4"

STAUFF 5 35PP

(2)-CABLE CLAMP

3'-0"

NEAR END

1 1/2"

3'-7"1'-9 1/2"

FAR END

3'-0" 1'-9 1/2" 5 1/2" 1 1/2"

CENTER OF ELECTRODE

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SHEET INDEX

IN-WATER CONTRACT

SHEET TITLE

GENERAL

G01 COVER SHEET

G02 GENERAL NOTES & INDEX

G03 GENERAL SITE LAYOUT

CIVIL

C01 BORING LOCATIONS

C02 BORE HOLE SECTION

C03 BORE HOLE SECTION

ELECTRICAL

E01 ELECTRODES & PARASITICS LAYOUT

E02

ACTIVE ELECTRODES

CROSS SECTIONS @ PARASITICS &

E03

WIRING CONNECTION

ACTIVE / PARASITIC ELECTRODE

E04

ELECTRODE WIRING LAYOUT (BH01 THRU BH03)

TEMPORARY WIRING SUPPORT &

E05

ELECTRODE SECTIONS

BORE HOLE (BH01) THRU (BH03)

E06

PARASITIC SECTIONS

BORE HOLE (BH04) & (BH05)

STRUCTURAL

S01 ELECTRODE & PARASITIC SLEEPER LAYOUT

S02 ELECTRODE & PARASITIC CONCRETE SLEEPERS

S03

BURIED CONDUIT

PARASITIC CONTROL CABINET SLAB &

SHEET INDEX

CONSTRUCTION CONTRACT

SHEET TITLE

ELECTRICAL

E07

POWER DISTRIBUTION (ONE LINE DIAGRAM)

GENERAL ROOM LAYOUT &

E08 CONTROL / MONITORING ROOM LAYOUT

E09 CONTROL / MONITORING ROOM SECTIONS

E10 CONTROL ROOM SENSOR & CONTROLLER BOX

E11 CONTROL BLOCK DIAGRAM (ONE LINE DIAGRAM)

E12 SPANG / PULSER ROOM #1 EQUIPMENT LAYOUT

E13a

LAYOUT SECTIONS

SPANG / PULSER ROOM #1 EQUIPMENT

E13b

LAYOUT SECTIONS

SPANG / PULSER ROOM #1 EQUIPMENT

E14 SPANG / PULSER ROOM #2 EQUIPMENT LAYOUT

E15a

LAYOUT SECTIONS

SPANG / PULSER ROOM #2 EQUIPMENT

E15b

LAYOUT SECTIONS

SPANG / PULSER ROOM #2 EQUIPMENT

E16 SPANG / PULSER ROOM #3 EQUIPMENT LAYOUT

E17a

LAYOUT SECTIONS

SPANG / PULSER ROOM #3 EQUIPMENT

E17b

LAYOUT SECTIONS

SPANG / PULSER ROOM #3 EQUIPMENT

E18 EQUIPMENT SCHEDULE

E19 PULSER CONNECTION DETAILS

E20 EQUIPMENT CONNECTION DETAILS

E21 CONDUIT SCHEDULE

E22

CONDUIT LAYOUT

SPANG / PULSER ROOM #1

E23a

CONDUIT LAYOUT SECTIONS

SPANG / PULSER ROOM #1

E23b

CONDUIT LAYOUT SECTIONS

SPANG / PULSER ROOM #1

E24

CONDUIT LAYOUT

SPANG / PULSER ROOM #2

E25a

CONDUIT LAYOUT SECTIONS

SPANG / PULSER ROOM #2

E25b

CONDUIT LAYOUT SECTIONS

SPANG / PULSER ROOM #2

E26

CONDUIT LAYOUT

SPANG / PULSER ROOM #3

E27a

CONDUIT LAYOUT SECTIONS

SPANG / PULSER ROOM #3

E27b

CONDUIT LAYOUT SECTIONS

SPANG / PULSER ROOM #3

E28 CONDUIT CONNECTION DETAILS

E29

SENSOR & CONTROL BOX

SPANG / PULSER ROOM #1

E30

SENSOR & CONTROL BOX

SPANG / PULSER ROOM #2

E31

SENSOR & CONTROL BOX

SPANG / PULSER ROOM #3

E32

(ONE LINE DIAGRAM)

PARASITIC POWER DISTRIBUTION

E33

POLARITY SWITCH (ONE LINE DIAGRAM)

ELECTRODE ELEMENT POWER DISTRIBUTION &

E34

CONTROL DIAGRAM

PATENTED ELEMENTS INTERCONNECTION

E35

(LAYOUT)

INTER-ROOM COMMUNICATION CONDUITS

E35a

(CONTROL ROOM & MECHANICAL ROOM LAYOUT)

INTER-ROOM COMMUNICATION CONDUITS

E35b

(POD ROOM #1 LAYOUT)

INTER-ROOM COMMUNICATION CONDUITS

E35c

(POD ROOM #1 COOLING LAYOUT)

INTER-ROOM COMMUNICATION CONDUITS

E35d

(POD ROOM #2 LAYOUT)

INTER-ROOM COMMUNICATION CONDUITS

E35e

(POD ROOM #2 COOLING LAYOUT)

INTER-ROOM COMMUNICATION CONDUITS

E35f

(POD ROOM #3 LAYOUT)

INTER-ROOM COMMUNICATION CONDUITS

E35g

(POD ROOM #3 COOLING LAYOUT)

INTER-ROOM COMMUNICATION CONDUITS

E36

BLOCK DIAGRAM (POD ROOMS #1 THRU #3)

ELECTRODE CURRENT MONITOR

E37

EMF SHIELDING LAYOUT

SPANG / PULSER ROOM #1

E38

EMF SHIELDING LAYOUT

SPANG / PULSER ROOM #2

E39

EMF SHIELDING LAYOUT

SPANG / PULSER ROOM #3

E40 EQUIPMENT GROUNDING LAYOUT & DETAILS

E41 a-d DESIGN LOADS & CALCULATIONS

N.I.C. NOT IN CONTRACT

ABBREVIATIONS

UNAUTHORIZED PERSONNEL IS PREVENTED.

AND FENCE WITHIN THE PROJECT WORK LIMITS AS LONG AS SITE ACCESS BY

11. THE CONTRACTOR MAY TEMPORARILY RELOCATE THE PRECAST BARRIER WALL

PROJECT DURATION.

TEMPORARY AND PERMANENT ROADWAY WILL BE USED BY OTHERS DURING THE

TRAFFIC DURING THE CONSTRUCTION DURATION OF THE PROJECT. BOTH

CONTRACTOR SHALL PROVIDE AT LEAST ONE OPEN LANE FOR TWO WAY TRUCK 10.

ALLOWED TO BE SHUT DOWN DURING CONSTRUCTION.

CONTRACTOR SHALL NOTE THAT THE ROAD ADJACENT TO THE BARRIERS IS NOT 9.

WORK LIMITS AND FENCE LINE.

SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF 8.

EXISTING AT THAT TIME. ACTUAL CONDITIONS MAY VARY.

THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION REPRESENTS CONDITIONS 7.

AND AROUND THE CANAL.

DURING CONSTRUCTION AND SHOULD PROCEED WITH CAUTION WHILE WORKING IN

CONTRACTOR SHALL BE AWARE THAT THE ELECTRIC BARRIER WILL BE ACTIVE 6.

MANUFACTURERS RECOMMENDATIONS AND AS APPROVED BY THE GOVERNMENT.

ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH 5.

WORK LIMITS AND FENCE LINE.

SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF 4.

THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.3.

VERTICAL DATUMS.

SEE SHEET G-03 FOR MORE INFORMATION ABOUT SURVEY HORIZONTAL AND 2.

DOCUMENT "CHICAGO SANITARY AND SHIP CANAL FISH BARRIER 1: SPECIFICATIONS".

FOR MATERIAL AND INSTALLATION SPECIFICATIONS REFER TO THE SEPARATE 1.

GENERAL NOTES

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A

B

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N

GENERAL SITE LAYOUT

SCALE: 1" = 30'-0"

10' 0 10' 20' 30'

EXISTING SERVICE ROAD

SITE LOCATION (N.I.C.)

PROPOSED BUILDING

FISH BARRIER 2A & 2B BARRIER

DEMONSTRATION

EXISTING POWER POLES

WESTERN EDGE OF CANAL

EASTERN EDGE OF CANAL

SEE SHEET S02 (N.I.C.-FUTURE)

PARASITIC CONDUIT RACEWAY

SEE SHEET E01 FOR LAYOUT

STEEL ACTIVE ELECTRODE

SEE SHEET E01 FOR LAYOUT

STEEL PARASITIC ELECTRODE

SEE SHEET E01 FOR LAYOUT

STEEL PARASITIC ELECTRODE

SEE SHEET S03 (N.I.C.-FUTURE)

PARASITIC CONTROL CABINET SLAB

(N.I.C.-FUTURE)

SEE DETAIL 1/S03

PARASITIC CONTROL CABINET

SEE SHEET C01

EXISTING BORE HOLE

(N.I.C.-FUTURE)

SEE DETAIL 4/S02

PARASITIC ACCESS VAULT

SEE SHEET C01

EXISTING BOREHOLE

SEE SHEET C01

EXISTING BOREHOLE

SEE SHEET C01

EXISTING BORE HOLE

SEE SHEET C01

EXISTING BORE HOLE

WL01 WL02

WL03 WL04

/ STAGING AREA

EXTENT OF WORK LIMITS

FACE OF CANAL

FACE OF CANAL

40'90'

EXTENT OF WORK LIMITS

MARK

IL. EAST NAD83 STATEPLANE COORDINATES

NORTHING EASTING

WL01 N 1,812,675.13' E 1,058,687.62'

WL02 N 1,813,211.40' E 1,058,728.49'

WL03 N 1,812,640.60' E 1,059,140.53'

WL04 N 1,813,176.88' E 1,059,181.41'

55' 6"

DEMONSTRATION BARRIER

G03

G E

N E

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IT

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