A22 - B5MRLD22202203-PLAN_SET_AMND-2024-05-23-0001.pdf

5772WATER VALVE

472.2

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SCALE: 1" = 200'

PLAN - GENERAL - SITE KEYPLAN

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®of Engineers

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PER SHEET DBOOM/SB151

DEBRIS BOOM

SHEET FSHWAY/CS103

ROCK RAMP FISHWAY PER

ECRD PER SHEET ECRD/S-101

PER SHEET CFRBOX/SB101

COFFERBOX

PER SHEET STAGE/CS101

STAGING AREA

MISSISSIPPI RIVER

F L

O W

MISSOURI ILLINOIS

LOCK

MAIN

LOCK

AUXILIARY

PER SHEET FSHWAY/S-101

FISHWAY INTAKE STRUCTURE

PER SHEET FSHWAY/SS101

MOORING DOLPHINSOPTION C:

NORTH

PLAN

PARK AND FISH

HEREIN ARE PART OF THE BASE BID.

UNLESS IDENTIFIED AS OPTION A, B, OR C, ALL OTHER WORKS DESCRIBED 4.

WORK IS PRESENT ON A SHEET.

SHEETS INCLUDE GENERAL NOTES DESCRIBING OPTION C EFFORTS WHERE

ROAD, AND MOORING BOLLARDS ON THE SUBMERSIBLE DIKE. SUBSEQUENT

THE MOORING DOLPHINS, STAIRS, MOORING BOLLARDS ON THE ACCESS

OPTION C INCLUDES THE MOORING STRUCTURE TO WHICH COMPRISES OF 3.

ARE PART OF OPTION B. SEE SHEET EI201 FOR HANDHOLE LOCATION.

OF THE BASE BID. CONDUITS FROM THE HANDHOLES TO THE ECRD BUILDING

HH-ECRD-02 NEAR THE ECRD ARE PROVIDED BY THE CONTRACTOR AS PART

OPTION B INCLUDES THE ECRD CONDUITS TO HANDHOLES HH-ECRD-01 AND 2.

WORK IS PRESENT ON A SHEET.

SHEETS INCLUDE GENERAL NOTES DESCRIBING OPTION A EFFORTS WHERE

FISHWAY WORKS ARE INCLUDED WITH THE BASE BID EFFORTS. SUBSEQUENT

THE DOTTED LINES AND TEXT CALL OUT ON THIS SHEET. ALL OTHER

OPTION A INCLUDES THE FISHWAY WEIR STONES ONLY DEPICTED WITHIN 1.

GENERAL SHEET NOTES

WEIR STONE

ROCK RAMP FISHWAY OPTION A:

MOORING STRUCTUREOPTION C:

ECRD BUILDINGOPTION B:

EXISTING SUBMERSIBLE DIKE

T R

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400'0 200'

APPROXIMATE FEDERAL TRACT LIMITS

JIM YOUNG CHUTE ROAD

APPROXIMATE FEDERAL TRACT LIMITS

RAILROAD TRACKS

E ROAD

GENERATOR PLATFORM

WORK LIMITS

SEE FISHWAY/CS102 FOR LIMITS NEAR ISLAND

MISSOURI ILLINOIS

STATE BOUNDARY LINE

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

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GROUND OBSCURED

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GROUND OBSCURED

WATER VALVE

472.2

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SURVEY CONTROL

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- SEE NOTE 8

EXISTING POSITION MONUMENT S2

- SEE NOTE 8

EXISTING POSITION MONUMENT S1

DETAIL A1 ON SHEET GEN-V-501

EMBEDDED IN INTAKE DECK. SEE

MONUMENTS (ID1, ID2, ID3) TO BE

THREE (3) BRASS DISC SURVEY

SIGNSIGN

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MONUMENT

EISENBRAUN

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200' 400'0200'

GENERAL SHEET NOTES

BUILT BASELINE SURVEY DOCUMENTATION.

NORTHING, EASTING, AND ELEVATION FOR GOVERNMENT REVIEW AND AS-

9. AFTER INSTALLATION, SURVEY NEW MONUMENTS (5) AND SUBMIT LOCATION

MONUMENTS ON THE SUBMERSIBLE DIKE.

INTENT IS TO KEEP SURVEY MONUMENTS IN LINE WITH REMAINING EXISTING

CONTRACTING OFFICER’S REPRESENTATIVE PRIOR TO INSTALLATION.

LOCATION OF NEW SUBMERSIBLE DIKE MONUMENTS WITH THE

NEAR APEX OF SHEET PILE CELL WITH UNCUT SHEETS. COORDINATE

APPROXIMATELY 60 FEET EAST OF EXISTING S2 LOCATION TO BE INSTALLED

LOCATION SIMILAR TO EXISTING S1. MONUMENT S2 WILL BE REPLACED

THE LIMITS OF THE COFFERBOX. MONUMENT S1 WILL BE REPLACED AT

MONUMENTS AT UPSTREAM APEX OF UNCUT CELLULAR SHEET PILES WITHIN

SIMILAR TO EXISTING PER DETAIL A7 - SEE SHEET GEN-V-501. REPLACE

8. REPLACE DEMOLISHED SUBMERSIBLE DIKE MONUMENTS S1 AND S2

HISTORICAL EISENBRAUN MONUMENT ELEVATION = 470.36 NAVD88)

SITE HISTORICAL NAVD88 ELEVATION AT THE EISENBRAUN MONUMENT. (SITE

OBSERVATION ON THE MISSOURI RTN, NAVD88 (GEOID 18), TO MATCH THE

SURVEY DATA SHOWN HEREIN HAS BEEN ADJUSTED FROM ORIGINAL 7.

ENGINEERS.

SURVEY WORK WAS PERFORMED BY MARTIN & WHITEACRE, SURVEYORS & 6.

SURVEY ARE AS FOLLOWS:

ADJUSTED TO GROUND, FOR SURVEY CONTROL POINTS FOR THE PROJECT

DECEMBER 7TH AND 8TH, 2020. FINAL GPS COORDINATES AND ELEVATIONS,

SURVEY CONTROL WORK WAS COMPLETED BY A TWO-MAN CREW ON 5.

HORIZONTAL DATUM IS NAD83 SPC ILLINOIS W.4.

NGVD29 - 0.21 FEET = NAVD88

CONVERSION FROM NGVD 29 TO NAVD88 AT THIS SITE IS:

MSL 1912 - 0.62 FEET = NAVD88

CONVERSION FROM MSL 1912 TO NAVD88 AT THIS SITE IS:

ALTERNATE DATUMS IN REFERENCE MATERIAL TO NAVD88.

AN ALTERNATE DATUM. BELOW ARE CONVERSIONS FROM POTENTIAL

VERTICAL DATUM IS NAVD88. REFERENCE MATERIAL, HOWEVER, MAY BE IN 3.

RVALS.PLANNED LINES SPACED AT 10' INTE

RE. THE DATA WAS COLLECTED ALONG HYPACK DATA COLLECTION SOFTWA

SOUNDER WITH A 4-DEGREE TRANSDUCER AND PROCESSED THROUGH

HYDROGRAPHIC DATA WAS COLLECTED USING AN ODOM CV100 DEPTH 2.

USING DIFFERENT LEVELS.

ADDITIONAL CONTROL POINTS SET ON THE SPILLWAY WERE ESTABLISHED

CONVENTIONAL TOTAL STATION SURVEY METHODS. THE ELEVATIONS OF ALL

ADDITIONAL CONTROL WAS SET AND THE DATA WAS COLLECTED USING

IN AREAS WHERE GPS WAS NOT FEASIBLE AND ON THE SPILLWAY,

UNOBSTRUCTED VIEW OF THE SKY USING RTK GPS AND THE MISSOURI RTN.

TOPOGRAPHIC DATA WAS COLLECTED IN ALL OPEN AREAS WITH AN 1.

REFERENCE

PROJECT CONTROL

EISENBRAUN -

1083330.13 1991409.62

EASTINGNORTHINGCONTROL POINT

470.36

(DATUM NAVD 88)

ELEVATION

109 1086107.48 1993392.35 475.82

111 1083992.85 1992835.81 470.41

112 1085097.33 199485.55 470.90

113 1084866.60 1994755.09 480.57

114 1084695.73 1995006.44 480.72

STATE BOUNDARY LINE

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NEW CONCRETE PAD

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SWITCHBOARD

NEW MAIN

PLAN - ECRD - GROUNDING SITE

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

A8

PLAN - ECRD - GROUNDING SITE

NEW GENERATOR G1 1MW

GROUNDING TEST WELL

(TYP)

#4/0 AWG BARE COPPER

(TYP)

GROUNDING ROD

JUNCTION BOX

NEW NEMA 3R

GENERATOR ANNUNCIATOR PANEL

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0 8'4' 16'

NORTH

PLAN

0 8'4' 16'

NORTH

PLAN

WORK ON THIS SHEET IS PART OF BASE BID.4.

GROUND RESISTANCE SHALL NOT EXCEED 5 OHMS.3.

SEE ECRD/EG500 SERIES FOR GROUNDING DETAILS.2.

FOR ELECTRICAL LEGEND SEE SHEET ECRD/E-001.1.

GENERAL SHEET NOTES

T R

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KEYMAP

AREA A

AREA B

SHEET KEYNOTES

THE SERVICE ENTRANCE RATED DISCONNECT SWITCH.

USE THE EXISTING GROUND CABLE FOR THE METERING CABINET AND 2.

SWITCHBOARD AND MCC.

USE THE EXISTING SWITCHBOARD GROUND CABLE FOR NEW 1.

METERING CABINET

SWITCH

RATED DISCONNECT

SERVICE ENTRANCE

MISSOURI ILLINOIS

LINE

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PLAN - ECRD - ELECTRICAL SITE

ECRD BUILDING

(2) 3"C

(2) 3"C

(2) 3"C

MANHOLE #8

EXISTING

MANHOLE #5

EXISTING

MANHOLE #2

EXISTING

UTILITY TRANSFORMER

EXISTING POLE MOUNTED

STATION

CONTROL

EXISTING

(2) 3"C

UTILITY POLE

EXISTING

AREA A

AREA B

FOR PULLBOX DETAILS

ECRD/ES501, DETAIL A1

REFERENCE DRAWING

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100' 200'0

NEED TO BE COORDINATED WITH THE UTILITY AND OD.

WIRES. CONTRACTOR ALSO NEEDS AN 8-HOUR CLOSURE THAT WILL

CHANGE TO THE NEW TRANSFORMER AND GENERATOR TO LAND

REQUIRES TO NOTIFY UTILITY AT LEAST 2 WEEKS PRIOR TO A POWER

WORK FOR THE NEW GENERATOR AND TRANSFORMER. OPERATIONS

CONTRACTOR SHALL NOTIFY OD 3 WEEKS PRIOR TO BEGINNING C.

HOUR NOTICE PRIOR TO CLEANING AND PULLING CABLES.

PULLED AND IT IS CONTRACTOR'S RESPONSIBILITY TO GIVE OD A 48-

CROSS OVER WILL NEED TO BE CLEANED BEFORE CABLES CAN BE B.

ELECTRICAL WORK THAT MAY INTERFERE WITH LOCK OPERATIONS.

NOTIFY OD 72 HOURS PRIOR TO THE WORK TAKING PLACE FOR ANY A.

FOLLOWS:

DIVISION (OD) AT LOCK AND DAM 22 PRIOR TO START OF WORK AS

CONTRACTOR SHALL PROVIDE NOTICE TO USACE AND THE OPERATIONS 7.

SPECIFICATIONS 33 71 02 FOR EXISTING DETAILS.

SEE EXISTING REFERENCE DRAWINGS M-L 22 40/1, 20/1, 20/13 AND 20/14 IN 6.

AND STAGING OPERATION CANNOT GO OUTSIDE THE WORK LIMITS.

WORK LIMITS THAT ARE WITHIN FEDERAL TRACTS. STAGING EQUIPMENT

STAGING EQUIPMENT AND STAGING OPERATIONS NEED TO REMAIN IN THE 5.

SWITCHBOARD TO THE GENERATOR, WHEREVER POSSIBLE.

CONDUITS SHALL BE RUN IN PARALLEL WITH EXISTING CONDUIT FROM THE

UNDERGROUND CONDUIT ROUTINGS SHALL BE FIELD VERIFIED. NEW

EXISTING UTILITIES, AND SITE OBSTRUCTIONS AS REQUIRED. ALL EXISTING

AND NEC REQUIREMENTS TO FIELD ADJUST ROUTING OF CONDUIT WITH

CONTRACTOR SHALL FOLLOW GENERALLY ACCEPTED GOOD PRACTICES 4.

SEE SHEETS ECRD/ES900 SERIES DRAWINGS FOR REFERENCE PHOTOS.3.

SEE ECRD/ES500 SERIES SHEETS FOR STANDARD INSTALLATION DETAIL.2.

FOR ELECTRICAL LEGEND SEE SHEET ECRD/E-001.1.

GENERAL SHEET NOTES

SHEET KEYNOTES

SEE ECRD/TN101 FOR FIBER OPTIC CONDUIT.

GROUND. SAW CUT THE EXISTING CONCRETE SLAB FOR TRENCH.

TRENCH IN THIS SEGMENT AFTER DROPPING FROM WALKWAY TO THE

INSTALL (2) NEW CONDUITS (ONE FOR POWER, ONE FOR FIBER OPTICS) IN 5.

MATCH THE EXISTING ON THE PIERS. SEE DETAIL A1 ON SHEET ECRD/ES504.

6, 7, 8, 10, 12, AND 14 THROUGHOUT THE CROSSING FOR THE CONDUIT.

CONTRACTOR SHALL PROVIDE FLEXIBLE EXPANSION JOINTS AT PIERS 3, 4, 5,

AND KEEP THE PATH OF THE CRANE CLEAR FOR OPERATION AS NECESSARY.

CLOSELY WITH THE END USER TO INSTALL CONDUITS SECTION BY SECTION

USING WALKWAY INFRASTRUCTURE. CONTRACTOR SHALL COORDINATE

CONDUITS FOR THE PORTION UNDER THE WALKWAY SHALL BE SUPPORTED 4.

ADDITIONAL TWO (2) SHALL BE CLEANED AS BACKUPS.

USED FOR POWER AND ONE (1) SHALL BE USED FOR CONTROLS. THE

CONTRACTOR SHALL CLEAN FOUR (4) CONDUITS FOR USE. ONE (1) SHALL BE

USE SPARE CONDUITS IN EXISTING MANHOLES FOR THE NEW CABLES. 3.

IS PART OF OPTION B.

PART OF BASE BID. CONDUITS FROM THE PULLBOX TO THE ECRD BUILDING

CONDUITS TO PULLBOX NEAR ECRD ARE PROVIDED BY CONTRACTOR AS 2.

ECRD/EI101.

CONDUITS TO INSTRUMENTS IN THE PASSWAY. COORDINATE WITH SHEET 1.

3 3

ECRD

ECRD

T R

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ECRD

ECRD

ECRD

ECRD

ECRD

TRACT LIMITS

FEDERAL

APPROXIMATE

E ROAD

RAILROAD TRACKS

ECRD

ECRD

ECRD

ECRD

STATE BOUNDARY LINE

ILLINOISMISSOURI

ES401

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R G

E D

P L

A N

ES401

R

T U

R N

E R

M

Z A

R G

A R

M A

Y

V

IS

E D

I A

W A

M D

T

S T

A T

E B

O U

N D

A R

Y A

D D

T A

L U

K D

A

JB & METER

INCOMING

DISCONNECT

SERVICE

PLATFORM

EXISTING ELEVATED

ENLARGED PLAN - ECRD - AREA A

ENLARGED PLAN - ECRD - AREA B

A8

NEW CONCRETE PAD

NEW GENERATOR G1 1MW

HANDHOLE

EXISTING

NEW PULL BOX

EXISTING MANHOLE #2

CONTROL STATION

EXISTING CENTRAL

GENERATOR ANNUNCIATOR PANEL

AND MCC

SWITCHBOARD

NEW MAIN

NEW (1)-4"C (CONTROLS)

NEW (3)-4"C (POWER)

NEW (4)-4"C (POWER)

JUNCTION BOX

NEW NEMA 3R

MANHOLE

EXISTING

NEW (1)-4"C (CONTROLS)

NEW (3)-4"C (POWER)

EXISTING (4)-4"C (POWER)

NEW (1)-4"C (CONTROL)

NEW (3)-4"C (POWER)

EXISTING (2)-4"C (POWER)

NEW (2)-4"C (POWER)

NEW (2)-4"C (POWER)

EXISTING (2)-4"C (POWER)

EXISTING (4)-4"C (POWER)

NEW (1)-4"C (CONTROLS)

NEW (3)-4"C (POWER)

EXISTING (4)-4"C (POWER)

NEW (1)-4"C (CONTROL)

NEW (3)-4"C (POWER)

EXISTING (4)-4"C (POWER)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

AND OD.

CLOSURE THAT WILL NEED TO BE COORDINATED WITH THE UTILITY

GENERATOR TO LAND WIRES. CONTRACTOR ALSO NEEDS AN 8-HOUR

PRIOR TO A POWER CHANGE TO THE NEW TRANSFORMER AND

REQUIRES THE CONTRACTOR TO NOTIFY UTILITY AT LEAST 2 WEEKS

WORK FOR THE NEW GENERATOR AND TRANSFORMER. OPERATIONS

CONTRACTOR SHALL NOTIFY OD 3 WEEKS PRIOR TO BEGINNING C.

48-HOUR NOTICE PRIOR TO CLEANING AND PULLING CABLES.

PULLED AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO GIVE OD A

CROSS OVER WILL NEED TO BE CLEANED BEFORE CABLES CAN BE B.

ELECTRICAL WORK THAT MAY INTERFERE WITH LOCK OPERATIONS.

NOTIFY OD 72 HOURS PRIOR TO THE WORK TAKING PLACE FOR ANY A.

WORK AS FOLLOWS:

OPERATIONS DIVISION (OD) AT LOCK AND DAM 22 PRIOR TO START OF

CONTRACTOR SHALL PROVIDE NOTICE TO THE USACE AND THE 7.

WORK ON THIS SHEET IS PART OF BASE BID.6.

ONE-LINE DIAGRAM ON SHEET ECRD/EP601.

MAIN SWITCHBOARD/ANNUNCIATOR PANEL TO THE NEW GENERATOR. SEE

GENERATOR. EXISTING CONDUITS TO BE REUSED. PULL NEW CABLES FROM

CONDUCTORS BETWEEN EXISTING MAIN SWITCHBOARD AND EXISTING

CONTRACTOR SHALL REMOVE THE EXISTING POWER AND CONTROL 5.

SPECIFICATIONS 33 71 02 FOR EXISTING DETAILS.

SEE EXISTING REFERENCE DRAWINGS M-L 22 40/1, 20/1, 20/13 AND 20/14 IN 4.

EXISTING UTILITIES AND SITE OBSTRUCTIONS AS REQUIRED.

AND NEC REQUIREMENTS TO FIELD ADJUST ROUTING OF CONDUIT WITH

CONTRACTOR SHALL FOLLOW GENERALLY ACCEPTED GOOD PRACTICES 3.

SEE ECRD/ES500 SERIES SHEETS FOR STANDARD INSTALLATION DETAILS.2.

FOR ELECTRICAL LEGEND SEE SHEET ECRD/E-001.1.

GENERAL SHEET NOTES

SHEET KEYNOTES

SWITCHBOARD REPLACEMENT.

SEE SHEET ECRD/EP602, ECRD/EP603, AND ECRD/EP102 FOR DETAILS ON 6.

PANEL FOR THE NEW GENERATOR.

LOCATION. USE THE SAME LOCATION TO INSTALL THE NEW ANNUNCIATOR

SEE DETAIL A11 ON SHEET ECRD/ES901 FOR EXISTING ANNUNCIATOR PANEL 5.

ANNUNCIATOR PANEL AND ATS IN THE EXISTING CCS.

FROM THE GENERATOR CONTROL PANEL TO GENERATOR

INSTALL #16 AWG TWISTED CABLES IN NEW 4" CONDUIT FOR CONTROL c.

GENERATOR AUXILIARY LOAD PANEL TO THE NEW PANEL PP2.

INSTALL 3-#1/0 AWG, 1-#6 GND IN NEW 4" CONDITS FROM THE NEW b.

GENERATOR POWER.

TO THE CCS TO COMPLETE 6 SETS OF CONDUITS AND CABLES FOR

INSTALL (2) ADDITIONAL NEW 4" CONDUITS FROM THE NEW GENERATOR

NEMA 3R JUNCTION BOX NEAR THE EXISTING GENERATOR AREA.

(4) 4" CONDUITS FROM CENTRAL CONTROL STATION (GCS) TO THE NEW

GENERATOR TO THE MAIN SWITCHBOARDS AND MCC. RE-USE EXISTING

6 SETS OF 4-#600 KCMIL, 1-#4/0 IN FOR POWER FROM THE NEW a.

INSTALL THE FOLLOWING FOR GENERATOR POWER AND CONTROLS:4.

THE EXISTING CONDUITS AND NEW CABLES TO THE NEW GENERATOR.

ECRD/ES501 FOR JUNCTION BOX DETAIL. USE THE JUNCTION BOX TO EXTEND

PROVIDE NEW NEMA 3R JUNCTION BOX. SEE DETAIL F7 ON SHEET 3.

SEE SHEET ECRD/S-151 FOR MORE DETAILS.

GENERATOR SHALL MAINTAIN 20'-0" OF CLEARANCE FROM THE FENCE LINE. 2.

SEE SHEET ECRD/S-151 FOR GENERATOR CONCRETE PAD DETAILS.1.

0 8'4' 16'

NORTH

PLAN

0 8'4' 16'

NORTH

PLAN

T R

U E N

T R

U E N

KEYMAP

AREA A

AREA B

TO ECRD BUILDING

EXISTING GENERATOR

CONCRETE PAD FOR

LINE

STATE BOUNDARY

ILLINOISMISSOURI

SIGNSIGN

SIGN

SIGN

DIKE CL

SUBMERSIBLE

EXISTING

ROCK RAMP FISHWAY

CENTERLINE OF

E 1,991,839.45

N 1,083,261.21

STA. 0+00.00

E 1,994,482.04

N 1,085,233.28

STA. 32+97.32

E 1,993,018.64

N 1,084,141.20

= STA. 14+71.34 (EXST SUBMERSIBLE DIKE CL)

STA. 10+00.00 (ROCK RAMP FISHWAY)

EXST STORAGE YARD

AT THE END OF

STA. 12+24.00

LOW TERRACE - EAST

CENTERLINE OF

HIGH TERRACE - EAST

CENTERLINE OF

ACCESS ROAD - EAST

CENTERLINE OF

HIGH TERRACE - WEST

CENTERLINE OF

LOW TERRACE - WEST

CENTERLINE OF

ACCESS ROAD -WEST

CENTERLINE OF

L14

A N

S I

D

S O

L

IC

IT

A

T

IO

N S

E T

R A

L L

S C

O U

N T

Y

M

IS

S O

U R

I A

N D

P

IK

E C

O U

N T

Y

IL

L

IN

O

IS

S A

V E

R T

O N

M

O

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R M

IL

E

.2

L O

C K

A N

D D

A M

F

IS

H

P A

S S

A G

E I

M P

R O

V E

M E

N T

W

E K

R

M A

R C

H

T B

D

R O

C K

I S

L A

N D

IL

R O

C K

I S

L A

N D

D R

IV

E

R O

C K

I S

L A

N D

D

IS

T R

PLAN - FISHWAY - GEOMETRIC DATA

SCALE: 1" = 200'

L

L O

E S

C H

G E

O M

E T

R

IC

D A

T A

F S

H W

A Y

P L

A N

CG101

J

S U

H

K

A X

T

M A

Y

V

IS

E D

I A

W A

M D

T

S T

A T

E B

O U

N D

A R

Y A

D D

B

N E

L S

O

FSHWAY

M

IS

S

IS

S

IP

P I R

IV

E R

MISSOURI

ILLINOIS

+0

15+00

JIM

Y

O U

N G C

H U

TE

R

O A D / 920 E

L

L 3 L

L

L

L

L

L

L

L

L

L

L 8L

L

C

C

C

C

C

C

C

F L O

W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S w w w .t e tr a te c h .c o m

NORTH

PLAN

200' 400'0200'

GENERAL SHEET NOTES

BATHYMETRIC SURVEY PRIOR TO START OF CONSTRUCTION.

CORRECTIONS, INCLUDING PROVISIONS FOR CONTRACTOR PROVIDED

BATHYMETRIC PROVISIONS OF 31 23 00 SECTION 1.2.3 SURVEY

CONTRACT CLAUSES. CONTRACTORS ARE TO INCLUDE AND INCORPORATE

NORMAL AND WILL NOT CONSTITUTE A CHANGED CONDITION UNDER THE

DAILY CHANGES DUE TO THE RIVER ENVIRONMENT ARE CONSIDERED

VARY FROM THE ELEVATIONS INDICATED DURING THE ORIGINAL SURVEY.

THE LOCK 22 SUBMERSIBLE DIKE AND APPURTENANCES ARE EXPECTED TO

ENVIRONMENT. SURFACE ELEVATIONS WITHIN THE ZONE OF INFLUENCE OF

THE MISSISSIPPI RIVER CHANNEL AND IT IS AN ACTIVE AND DYNAMIC RIVER

THE CONTRACTOR WILL RECOGNIZE THAT THE PROJECT SITE IS LOCATED IN 4.

SEE SHEET GEN/V-101 FOR SURVEY CONTROL.4.

VERTICAL DATUM IS NAVD88.3.

NAD83.

HORIZONTAL DATUM IS ILLINOIS STATE PLANE COORDINATES, WEST ZONE, 2.

WAS SET AT THE END OF SURVEYED STORAGE YARD.

OF THE EXISTING SUBMERSIBLE DIKE SHEET PILE CELLS. STATION 12+24

THE EXISTING SUBMERSIBLE DIKE ALIGNMENT IS BASED ON FIELD SURVEY 1.

1083680.03, 1992905.2484+38.08

1083982.10, 1992982.6780+97.52

1084023.68, 1992951.6380+45.64

1083569.60, 1993130.9277+09.36

1084130.48, 1993181.3970+97.23

1084172.56, 1993149.9870+44.72

1083542.06, 1992852.2466+35.65

1084003.94, 1993011.9261+05.96

1083527.61, 1992872.6456+67.09

1084018.90, 1993031.9551+05.96

1083440.92, 1992995.0548+55.74

1084108.64, 1993152.1441+05.96

1083455.36, 1992974.6538+24.30

1084093.69, 1993132.1131+05.96

1083491.49, 1992923.6517+45.70

1084056.29, 1993082.0311+05.96

S 35°18'32" W138.09

S 36°44'51" E51.88

S 52°53'54" E45.64

S 35°18'32" W97.77

S 36°44'51" E52.51

S 12°08'24" E49.72

S 35°18'32" W281.31

S 36°44'51" E225.58

S 35°18'32" W281.31

S 36°44'51" E225.58

S 35°18'32" W281.31

S 36°44'51" E225.58

S 35°18'32" W281.31

S 36°44'51" E225.58

S 35°18'32" W281.31

S 36°44'51" E225.58

1083792.73, 1992985.0582+99.99L16

1084023.68, 1992951.6380+45.64L15

1084051.21, 1992915.2480+00.00L14

1083649.39, 1993187.4376+11.59L13

1084172.56, 1993149.9870+44.72L12

1084221.16, 1993139.5269+95.00L11

1083771.63, 1993014.8463+54.34L10

1084184.69, 1992876.9658+80.38L9

1083757.18, 1993035.2453+85.78L8

1084199.65, 1992896.9948+80.38L7

1083670.48, 1993157.6545+74.42L6

1084289.39, 1993017.1838+80.38L5

1083684.93, 1993137.2435+42.98L4

1084274.44, 1992997.1528+80.38L3

1083721.06, 1993086.2414+64.38L2

1084237.04, 1992947.078+80.38L1

NO.

LINE

BEG.STA. BEG. STA (N,E) END. STA (N,E)END.STA. LENGTH BEARING

ALIGNMENT TABLE - LINE

NO.

CURVE

BEG.STA. BEG. STA (N,E) END.STA. END. STA (N,E) RADIUS LENGTH

1083982.10, 1992982.6780+97.52C7

1084130.48, 1993181.3970+97.23 C6

1084003.94, 1993011.9261+05.96C5

1084018.90, 1993031.9551+05.96C4

1084108.64, 1993152.1441+05.96C3

1084093.69, 1993132.1131+05.96C2

1084056.29, 1993082.0311+05.96 C1

1083792.73, 1992985.05 82+99.99

1083649.39, 1993187.4376+11.59

1083771.63, 1993014.8463+54.34

1083757.18, 1993035.2453+85.78

1083670.48, 1993157.6545+74.42

1083684.93, 1993137.2435+42.98

1083721.06, 1993086.2414+64.38

202.48161.00

514.37409.00

248.38197.50

279.82222.50

468.46372.50

437.02347.50

358.42285.00

72°03'22"

72°03'22"

72°03'22"

72°03'22"

72°03'22"

72°03'22"

72°03'22"

DELTA

ALIGNMENT TABLE - CURVE

STATE BOUNDARY LINE

ILLINOIS

MISSOURI

SIGN

SIGN

SIGN

SIGN

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

WATER VALVE

472.2

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

CONTOURS OMITTED

GROUND OBSCURED

C B

C B

C B

C B

C B

C B

C B

D

D

D

D

D

D

TR

T R

T R

W

STORAGE YARD

EXISTING

SUBMERSIBLE DIKE CL

EXISTING

FSHWAY/CS103.

PER SHEET

FISHWAY

ROCK RAMP

CONSTRUCT

(UPSTREAM)

MOORING AREA

TEMPORARY

PER SHEET STAGE/CS101

STAGING AREA

PER SHEET FSHWAY/S-101

INTAKE STRUCTURE

DBOOM/SB151

PER SHEET

DEBRIS BOOM

(TYP)

WORK AREA LIMIT

(TYP)

WORK LIMITS

(OPTION B)

PER SHEET ECRD/S-101

ECRD BUILDING

(OPTION C)

DOLPHIN (TYP)

MOORING ROCK DIKE

EXST LATERAL

ON THIS ISLAND

OR LANDING ALLOWED

NO DOCKING MOORING,

E 1,993,140.5

N 1,083,641.2

E 1,992,611.1

N 1,083,944.6

E 1,992,662.0

N 1,084,294.5

E 1,992,811.5

N 1,084,094.1

EXISTING ROADWAY

FOLLOW THE EDGE OF

POINT NOS. 17 AND 18 TO

WORK AREA LIMIT BETWEEN

THIS LOCATION.

ALLOWED SOUTH OR EAST OF

NO RIVERBOTTOM DISTURBANCE

ACCESS DREDGING LIMIT.

MOORING AREA EQUIPMENT

E 1,993,600.1

N 1,083,733.1

E 1,993,555.7

N 1,084,230.0

E 1,993,382.7

N 1,083,465.2

E 1,993,190.4

N 1,083,313.6

E 1,992,700.9

N 1,083,812.3

E 1,992,901.3

N 1,083,961.8

(DOWNSTREAM)

MOORING AREA

TEMPORARY

E 1,992,940.1

N 1,083,491.7

DISTANCE TO TOE OF FISHWAY.

100' MINIMUM UNDISTURBED

ACCESS DREDGING LIMIT.

MOORING AREA EQUIPMENT

PRELIMINARY BATHYMETRIC SURVEY.

FOLLOWING SUBMITTAL OF THE CONTRACTOR'S

CONTRACTING OFFICER'S REPRESENTATIVE

APPROPRIATE IN COORDINATION WITH THE

BATHYMETRIC SURVEY AND MAY BE ADJUSTED AS

AND MINIMUM QUANTITIES ARE BASED ON DESIGN

OF THE FISHWAY BELOW EL 430 IS 4,200 CY MAXIMUM

TO BE PLACED IN SCOUR BENEATH THE FOOTPRINT

BELOW EL 430. MINIMUM ACCESS DREDGE MATERIAL

SCOUR BENEATH THE FOOTPRINT OF THE FISHWAY,

MATERIAL UP TO 11,450 CY MAY BE PLACED IN THE

442.0. MOORING AREA EQUIPMENT ACCESS DREDGE

EQUIPMENT ACCESS DREDGE DEPTH IS ELEVATION

CONTRACTOR. MAXIMUM ALLOWED MOORING AREA

DREDGING DEPTH TO BE DETERMINED BY

CENTERLINE. ACTUAL ACCESS LOCATION AND

EXCAVATION FOR EQUIPMENT ACCESS, CONCEPTUAL

E 1,992,461.6

N 1,084,145.0

BOUNDARY LINE

STATE

A N

S I

D

S O

L

IC

IT

A

T

IO

N S

E T

R A

L L

S C

O U

N T

Y

M

IS

S O

U R

I A

N D

P

IK

E C

O U

N T

Y

IL

L

IN

O

IS

S A

V E

R T

O N

M

O

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R M

IL

E

.2

L O

C K

A N

D D

A M

F

IS

H

P A

S S

A G

E I

M P

R O

V E

M E

N T

W

E K

R

M A

R C

H

T B

D

R O

C K

I S

L A

N D

IL

R O

C K

I S

L A

N D

D R

IV

E

R O

C K

I S

L A

N D

D

IS

T R

PLAN - FISHWAY - OVERALL

SCALE: 1" = 200'

M A

Y

V

IS

E D

I A

W A

M D

T

S T

A T

E B

O U

N D

A R

Y A

D D

L

L O

E S

C H

O V

E R

A L

L

F

IS

H W

A Y

P L

A N

CS102

J

S U

H

K

A X

T

M A

Y

V

IS

E D

I A

W A

M D

T

S T

A T

E B

O U

N D

A R

Y A

D D

B

N E

L S

O

1992643.51083844.136

1991741.11083176.035

1991792.51083103.434

1991636.51082947.733

1991618.11082933.732

1991369.11083262.131

1991343.01083242.430

1991108.51083551.429

1991210.31083622.628

1991511.21083233.027

1991599.51083301.326

1991802.31083311.225

1991844.51083272.624

1992628.01083864.823

1993993.91085312.322

1994238.41085143.421

1994325.21085208.220

1994081.61085376.419

1994250.51085499.718

1994755.31085050.717

1994672.61084968.416

1994432.71085134.015

1994345.91085069.314

1994598.61084894.813

1994243.71084541.912

1994019.11084548.111

1993973.21084495.910

1993986.81084276.89

1994094.71083828.48

1994090.91083733.87

1994126.31083581.76

1994282.11083117.75

1993980.01082913.04

1993731.41083737.53

1993095.91083236.62

1992411.11084156.11

EASTINGNORTHINGPOINT

WORK AREA LIMITS LAYOUT TABLE

F L O

W

MISSISSIPPI RIVER

MISSOURI

ILLINOIS

R

IV

E R

V

IE

W D

R

IV

E

JIM

Y

O U

N G C

H U

TE

R

O A D

RIVER MILE 301

11 12

14 15

MISSOURI

ILLINOIS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S w w w .t e tr a te c h .c o m

NORTH

PLAN

200' 400'0200'

F L O

W

GENERAL SHEET NOTES

WORK AREA LIMIT ARE PROVIDED IN THE TABLE ON THIS SHEET.

NORTHING AND EASTING INFORMATION AT POINTS 1 THROUGH 22 FOR 2.

IDENTIFIED ON SHEET FSHWAY/SS101.

AN ADDITIONAL MOORING AREA EAST OF THE ROCK RAMP FISHWAY IS 1.

S I

D

S O

L

IC

IT

A

T

IO

N S

E T

R A

L L

S C

O U

N T

Y

M

IS

S O

U R

I A

N D

P

IK

E C

O U

N T

Y

IL

L

IN

O

IS

S A

V E

R T

O N

M

O

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R M

IL

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L O

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A N

D D

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F

IS

H

P A

S S

A G

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M P

R O

V E

M E

N T

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E K

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M A

R C

H

T B

D

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L A

N D

IL

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C K

I S

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N D

D R

IV

E

R O

C K

I S

L A

N D

D

IS

T R

8'-0"

T

Y P

1/4 "

CLR

3"

V A

R

IE

S C

L R

C L

R

/2

1 3/16"

S-533

L

L O

E S

C H

IN

T

A K

E D

E C

K S

L A

B A

N D

G R

A T

IN

G

F

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H W

A Y

D E

T A

IL

S

V K

R O

S H

K O

D S

T U

A R

D

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Y

V

IS

E D

I A

W A

M D

T

W E

L D

A M

E N

D M

E

M

K N

U D

S O

N

FSHWAY

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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D

E

F

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D E

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IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

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S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S w w w .t e tr a te c h

.c o m

3' x 7' CONCRETE

OPENING-

H1

H1

L7x4x3/4

GRATING

SPAN DIRECTION

EQUAL WIDTH TYP

USE 3 PANELS

BRIDGE DECK

REINFORCEMENT

LEDGE

2 #4

BAND

OTHER DIRECTION SIMILAR

BEARING BAR SHOWN

DECK OPENING

REINFORCEMENT

@ 12" LEDGE

#7 U BAR

REINFORCEMENT

AROUND #7 LEDGE

@ 3" HOOK

3 #4 U BARS

GRATINGGRATING FRAME

TO ANGLE FRAME

5/8" DIA x10" WELDED STUDS @ 1'-0" OC, WELDED

0'-10"

3'-6" TYP

1'-2"

2'-0" TYP

SLAB REINFORCEMENT

DECK OPENING

SLAB REINFORCEMENT

SADDLE CLIP

LENGTH PER MANUFACTURER

SUPPORT WITH NUT AND WASHER

(EPOXY FIBERGLASS)

1/4" STUD WELDED TO GRATING

BEARING BAR

FRAME

GRATING

BANDING BAR

FRAME

GRATING

1/2

H1

GRATING FRAME AND REINFORCEMENT

DETAIL - FISHWAY -

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

A1

DETAIL - FISHWAY - GRATING FRAME

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

H7

DETAIL - FISHWAY - GRATING CLIP DETAIL 1

SCALE: NTS

H12

DETAIL - FISHWAY - GRATING CLIP DETAIL 2

SCALE: NTS

PANEL CORNERS. MAXIMUM CLIP SPACING AT 12" O.C.

PROVIDE A MINIMUM OF 4 CLIPS PER GRATING PANEL, APPROX 4" FROM 2.

STEEL.

UNLESS INDICATED OTHERWISE, ALL GRATING SHALL BE R-37-5 (4 x 3/8) 1.

GENERAL SHEET NOTES

0 2' 4'1'

1' 2'0 6"

4'-0"

TYP

4'-0"

TYP

2'-0"

TYP

4 1/4"

10"

A N

S I

D

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IC

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L L

S C

O U

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M

IS

S O

U R

I A

N D

P

IK

E C

O U

N T

Y

IL

L

IN

O

IS

S A

V E

R T

O N

M

O

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R M

IL

E

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L O

C K

A N

D D

A M

F

IS

H

P A

S S

A G

E I

M P

R O

V E

M E

N T

W

E K

R

M A

R C

H

T B

D

R O

C K

I S

L A

N D

IL

R O

C K

I S

L A

N D

D R

IV

E

R O

C K

I S

L A

N D

D

IS

T R

TYP UNO

1'-0" 6'' 6'' 9 1/2 '' 8 1/2 ''6'' 6''

24'-0''

3''

2''

4'-0'' 4'-0' TYP'

/2

/2

9 1/4 ''

/2

S-551

L

L O

E S

C H

B U

L K

H E

A D

P L

A N

A N

D P

R O

F

IL

E

F

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H W

A Y

D E

T A

IL

S

M

K N

U D

S O

N

C

W

IL

L C

O X

M A

Y

V

IS

E D

I A

W A

M D

T

B U

L K

H E

A D

A M

E N

D M

E

C

L

E E

FSHWAY

A1

SEAL BELOW

COMPRESSION

ABOVE GIRDER, TYP (2)

STIFFENER PL

BELOW GIRDER, TYP (5)

STIFFENER PL

GIRDER CL, TYP (6) PLACES

4"Ø DRAIN HOLE IN BOTTOM

S-554

G1

S-553

A13

TYP

WT6x7 INTERCOSTAL, CL SYMM ABOUT

S-555

K11

OF END PLATE

OUTSIDE FACE

GUIDE BLOCK

BULKHEAD

CL WT AND PL CL WT AND PL

PIVOT BLOCK

ASSEMBLY

LIFTING

EYE

FSHWAY

FSHWAYFSHWAY

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

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B M

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C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

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IC

IT

A

T

IO

N N

O

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S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S w w w .t e tr a te c h

.c o m

G1

L1

A15

G15

BEARING STRIP

UHMW SLIDING TOP GIRDER

W16x67

BOTTOM GIRDER

W16x67

TYP

GUIDE BLOCK,

BULKHEAD

COMPRESSION SEALSTIFFENER PL, TYP (5)

STIFFENER PL, TYP (3)

TYP

INTERCOSTAL,

WT6x7

STIFFENER PL, TYP (4)

INTERCOSTAL

S-553

H1

LIFT PIPE

CL SYMM ABOUT

GUIDE

BLOCK

TYP

SPLICE

SEAL

DETAIL G10 ON FSHWAY/S-554

ON UPSTREAM FACE, SEE

IDENTIFICATION PLATE

FSHWAY

A1

GUIDE BLOCK, TYP

BULKHEAD

GIRDER CL, TYP (6) PLACES

4"Ø DRAIN HOLE IN TOP

TYP (3)

STIFFENER PL,LIFTING EYE, TYP

BEARING STRIP, TYP

UHMW SLIDING

END PL 1/2"

S-555

A1

CL SYMM ABOUT

OF END PLATE

OUTSIDE FACE CL PL CL PL

LIFT PIPE

ASSEMBLY

FSHWAY

OF UHMW STRIP

ALIGNS WITH EDGE

END OF FCM REGION

DESIGNATED AS FCM

OF TOP AND BOTTOM GIRDERS

HATCHING INDICATES REGION

RUBBER SEAL

BEARING STRIP

UHMW SLIDING

ASSEMBLY

PIVOT BLOCK

BOTTOM GIRDER

W16x67

TOP GIRDER

W16x67

SS BOLTS, TYP

BLOCK w/ (2) 3/4"

BULKHEAD GUIDE

END PL 1/2"

CL GUIDE BLOCK

BEYOND

VERTICAL STIFFENER

S-553

F13FSHWAY

RUBBER SEAL

TOP GIRDER

W16X67

BOTTOM GIRDER

W16X67

INTERCOSTAL

WT6X7

3/8" SKIN PLATE

INTERCOSTALS ONLY

2ND AND 4TH

STIFFENER PL 3/8"

STIFFENER PL 3/8"

STIFFENER PL 3/8"

S-553

A1FSHWAY

G1

DETAIL - FISHWAY - TOP VIEW

SCALE: 3/4"=1'-0"

A1

DETAIL - FISHWAY - ELEVATION -DOWNSTREAM

SCALE: 3/4"=1'-0" A15

END ELEVATION

DETAIL - FISHWAY

SCALE: 3/4"=1'-0"2'0 1' 4'

L1

DETAIL - FISHWAY - PLAN SECTION

SCALE: 3/4"=1'-0"

G15

DETAIL - FISHWAY - SECTION

SCALE: 3/4"=1'-0"

2'0 1' 4'

2'0 1' 4' 2'0 1' 4'

2'0 1' 4'

GENERAL SHEET NOTES

SECTION 05 59 20 FOR REQUIREMENTS.

'FCM' INDICATES FRACTURE CRITICAL MEMBER. SEE SPECIFICATION 4.

UHMW BLOCKS.

SEE SPECIFICATION SECTION 35 20 16.53 FOR REQUIREMENTS FOR 3.

D1.5 AND SPECIFICATION SECTION 05 59 20 UNLESS NOTED OTHERWISE.

ALL WELDING ON THE BULKHEAD MUST BE IN ACCORDANCE WITH AWS 2.

REQUIREMENTS.

SEE GENERAL NOTES ON SHEET S-001 FOR STEEL MATERIAL 1.

GAP

1/4 "

5 1/2 "

4 1/2 "

6 1/2 "

/1

1/2 "

R

1"

R

/4

(4

S P

A C

E S

3 1/2 ''

/2

/2

1/

R

1/2 ''

/2

3"

1/4 "

R

/1

R

1/4 "

R

R

A N

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D

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L

IC

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E T

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L L

S C

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M

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S O

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I A

N D

P

IK

E C

O U

N T

Y

IL

L

IN

O

IS

S A

V E

R T

O N

M

O

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R M

IL

E

.2

L O

C K

A N

D D

A M

F

IS

H

P A

S S

A G

E I

M P

R O

V E

M E

N T

W

E K

R

M A

R C

H

T B

D

R O

C K

I S

L A

N D

IL

R O

C K

I S

L A

N D

D R

IV

E

R O

C K

I S

L A

N D

D

IS

T R

4''

/2

3''

2''

S-553

L

L O

E S

C H

B U

L K

H E

A D

D E

T A

IL

S

F

IS

H W

A Y

D E

T A

IL

S

M

K N

U D

S O

N

C

W

IL

L C

O X

M A

Y

V

IS

E D

I A

W A

M D

T

B U

L K

H E

A D

A M

E N

D M

E

L

E E

FSHWAY

BEARING STRIP

UHMW SLIDING

CL SEAL AND CLAMP PL

1/4

UHMW STRIP

INTO BACK OF

BUTT RUBBER SEAL

CL SEAL

AND CLAMP PL

(1/4)

CJP

CJP W/ BACKGOUGE

END PL TO SKIN PL AND

GIRDER FLANGES, TYP

A13

COMPRESSION SEAL

GUIDE BLOCK

UHMW

FOR 13/16" HOLE, TYP

DEEP COUNTERBORE

1 3/4" Ø x 3/4"

STRIP w/ (5) 3/4" SS BOLTS

UHMW SLIDING BEARING

GIRDER

BOTTOM

GIRDER

TOP

CL UHMW

PLATE

STIFFENER

SKIN PLATE

BOTTOM GIRDER

3/16

PL 1/2x6" CONT

INTERCOSTAL

WT6x7

OCCURS

PLATE WHERE

STIFFENER

3/16

TYP ALL

EDGES OF

STIFFENER PL

GIRDER

EASE CORNER

SEE DETAIL L13

DOUBLE BULB SEAL

FSHWAY/S-551 FOR SPACING

DETAIL A1 ON SHEET

BOLT W/ NYLOC NUT, SEE

1/2" SS FLAT HEAD MACHINE

1/2"x2" CONT

SS CLAMP PL

CL SEAL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

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G

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L

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N

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S U

B M

IT

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E D

B Y

C H

E C

K E

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Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S w w w .t e tr a te c h

.c o m

CL GUIDE

BLOCK

COUNTERBORE

BOLT HOLE WITH

STIFFENER PL 1/2"

END PLATE

BEARING STRIP, TYP

UHMW SLIDING COUNTERBORE

BOLT HOLE WITH

PL 1/2" x 6" CONT

PL 1/2" x 4" CONT

VERT STIFFENER

TYP ALL

EDGES OF

FOR 13/16" HOLE, TYP

DEEP COUNTERBORE

1 3/4" Ø x 3/4"

TYP

1" CHAMFER

END PLATE

BULKHEAD

H7

A1

DETAIL - FISHWAY - SECTION DETAIL

SCALE: 3"=1'-0"

H7

GUIDE BLOCK FRONT VIEW

DETAIL - FISHWAY -

6"=1'-0"SCALE:

A13

UHMW BEARING STRIP SECTION

DETAIL - FISHWAY -

6"=1'-0"SCALE:

H1

GUIDE BLOCK SIDE VIEW

DETAIL - FISHWAY -

6"=1'-0"SCALE:

0 2" 4"1"

0 2" 4"1" 0 2" 4"1"

6"0 3" 1' 1' 2'0 6"

F13

DETAIL - FISHWAY - SECTION DETAIL

SCALE: 3"=1'-0" 6"0 3" 1'

L13

DETAIL - FISHWAY - BULB SEAL

SCALE: 6"=1'-0" 0 2" 4"1"

REFERENCE: SEALS UNLIMITED MOLD 6678

MATERIAL: NATURAL RUBBER, SHORE A HARDNESS 60 TO 70

A8

UHMW BEARING STRIP ELEVATION

DETAIL - FISHWAY -

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

1'-1 1/4 "

P L

A C

E L

IF

T

P

IP

E A

T B

U L

K H

E A

D C

E N

T E

R O

F G

R A

V

IT

Y

/8

E

S T

IM

A

T E

D

/8

6 1/2 "

1 1/2

R

1'-1"

/4

/4

.6

BEHIND

GIRDER STIFFENER

POINT ON GIRDER CL

LIFTING EYE WORK

4 1/4 "

BEHIND

WT INTERCOSTAL

PL 1/2"

/2

GIRDER FLANGE

/2

R

/4

1" 3"

OF PULL

DIRECTION

FLANGE

POINT AT FACE OF

LIFTING EYE WORK

A N

S I

D

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IC

IT

A

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IO

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E T

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L L

S C

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M

IS

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P

IK

E C

O U

N T

Y

IL

L

IN

O

IS

S A

V E

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O N

M

O

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R M

IL

E

.2

L O

C K

A N

D D

A M

F

IS

H

P A

S S

A G

E I

M P

R O

V E

M E

N T

W

E K

R

M A

R C

H

T B

D

R O

C K

I S

L A

N D

IL

R O

C K

I S

L A

N D

D R

IV

E

R O

C K

I S

L A

N D

D

IS

T R

S-555

L O

E S

C H

B U

L K

H E

A D

D E

T A

IL

S

F

IS

H W

A Y

D E

T A

IL

S

C L

E E

D S

T U

A R

D

M A

Y

V

IS

E D

I A

W A

M D

T

N O

T E

A D

D

IT

IO

N

S A

N D

A M

E N

D M

E N

S

S

T E

N S

B Y

FSHWAY

TOP GIRDER WEB

CL LIFT PIPE

PL 3/8"

K1

GIRDER FLANGE

FLUSH WITH TOE OF

HALF PIPE

CL 3/8" PL CL 3/8" PL

LIFT PIPE

HSS 4.500x0.375

5/16

TYP TYP

PL 3/8"

DOWNSTREAM SIDE

UPSTREAM SIDE

K17

EA END

3/16

HOLE, TYP

R 1 1/2" WELD ACCESS

END PLATES

2" RADIUS, TYP ON

TOP GIRDER WEB

CL LIFT PIPE

PL 3/8"

CL LIFTING EYE

CL GIRDER WEB

AND GIRDER STIFFENER

CL WT INTERCOSTAL

GIRDER FLANGE

GIRDER FLANGE

K11

GIRDER WEB

A11

1 1/2"XS HALF-PIPE

GRIND FLUSH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

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M

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B Y

C H

E C

K E

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Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

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O

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S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S w w w .t e tr a te c h

.c o m

A1

DETAIL FISHWAY - BULKHEAD LIFT PIPE PLAN

6"=1'-0"SCALE:

K1

6"=1'-0"SCALE:

K11

1"=1" FULL SIZESCALE:

A11

1"=1" FULL SIZESCALE:

0 1" 2"1/2"0 2" 4"1"

0 1" 2"1/2"0 2" 4"1"

2) LIFTING EYE CENTERLINES AS SHOWN POINT TO CENTER OF BULKHEAD SKINPLATE

1) OTHER LIFTING EYES SIMILAR AND SYMMETRICAL ABOUT BULKHEAD CENTERLINES

NOTE:

NOTE: VIEW ROTATED PARALLEL TO SURFACE OF LIFTING EYE PLATE

K17

DETAIL SECTION

DETAIL - FISHWAY -

SCALE: 6"=1'-0" 0 2" 4"1"

DETAIL - FISHWAY - BULKHEAD LIFTING EYE - FRONT ELEVATION

DETAIL - FISHWAY - BULKHEAD LIFTING EYE - TOP VIEWDETAIL - FISHWAY - BULKHEAD LIFT PIPE ASSEMBLY - SECTION

PERFORM WELDING ON PIPES IN ACCORDANCE WITH AWS D1.1.1.

GENERAL SHEET NOTES

2'-0"

4'-5 3/4 "

/4

2'-2"

2 1/4 "

2 1/4 "

1 1/2 "

1 3/4 "

8"

3'- 1/4 "

9 1/8 "

5 1/2 "

2"

6"

6"

/2

R

1/ 2 "

R

2" R

/4

5 1/2 "

3"

/2

1/2 "

2 1/4 "

/8

/4

/8

1/2 "

6 3/4 "

4 1/4 "

/4

9"

1"

/8

T Y

P

/2

9 1/8 "

/2

" 5

"1

R

/2

R

7 3/8 "8 5/8 "

MIN

1/2 "

A N

S I

D

S O

L

IC

IT

A

T

IO

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E T

R A

L L

S C

O U

N T

Y

M

IS

S O

U R

I A

N D

P

IK

E C

O U

N T

Y

IL

L

IN

O

IS

S A

V E

R T

O N

M

O

U P

P E

R M

IS

S

IS

S

IP

P

I R

IV

E

R M

IL

E

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L O

C K

A N

D D

A M

F

IS

H

P A

S S

A G

E I

M P

R O

V E

M E

N T

W

E K

R

M A

R C

H

T B

D

R O

C K

I S

L A

N D

IL

R O

C K

I S

L A

N D

D R

IV

E

R O

C K

I S

L A

N D

D

IS

T R

S-556

L O

E S

C H

B U

L K

H E

A D

S T

O R

A G

E D

E T

A

IL

S

F

IS

H W

A Y

D E

T A

IL

S

M

K N

U D

S O

N

C

W

IL

L C

O X

M A

Y

V

IS

E D

I A

W A

M D

T

G E

N E

R A

L S

H E

E T

N O

T E

S A

D D

IT

IO

L

E E

FSHWAY

W18x50

F9

BRIDGE DECK

INTAKE

CL W18 AND PIN

CL HSS

CL PIN

CL TIE-DOWN ANCHOR

PL 1/2"

VERT STIFFENER

ANCHOR

TIE-DOWN

PIER

INTAKE

A14

F15

ANCHOR ROD

CL

EL 464.67

BRIDGE CURB

INTAKE

CL ANCHOR ROD

TOP OF CONC

EL 462.21

A9

NON-SHRINK GROUT

1 3/4" (NOMINAL)

INTAKE PIER

CL STORAGE FRAME

SYM ABOUT

FACE OF W18 FLANGE

PLANE WITH OUTER

STIFFENER PLATE IN

OUTER FACE OF

PIN TO HORIZ

STIFFENERS IN

FRONT AND BEHIND

HORIZ HSS TO

BASE PLATE 5/16

INCLINED HSS TO W18

WEB, PIN, AND HORIZ

STIFFENER BEHIND

WELD OTHER SIDE

TO PIN BETWEEN

STIFFENERS

PIN TO W18

5/16

M10

CL ANCHOR ROD

SEE DTL M15

TYP U

NO

BOTH HSS TO

BASE PLATE1/4

1 7/8" CHAMFER

FACE OF HSS

WORK POINT AT

INCLINED BRACE

INTAKE BRIDGE DECK

GROUT PAD

INTAKE BRIDGE CURB

(ASTM A572 GR 50)

2" Ø PIN, CONT.

HORIZ BRACE

HSS8x6x1/2

INCLINED BRACE

HSS4.5x0.375 BASE PL 1/2"

GROUT PAD

EA END

CLOSURE PL 3/8"

INTAKE PIER

C4x6.25

HSS12x6x1/2

CL INTAKE PIER AND

BULKHEAD SUPPORT

FRAME, SYM ABOUT

STIFFENER PL 3/8"

BACKING PL 1/2"

UHMW GUIDE BLOCK

MIN BELOW SURFACE OF BLOCK

UHMW SO BOLT HEADS ARE 1/4"

BLOCK. COUNTERBORE HOLES IN

SUPPORTS WITH (2) 1/2" SS BOLTS PER

UHMW GUIDE BLOCK, BOLT TO STEEL

IN 7/8" HOLE, TYP (6)

RODS WITH 12" MIN EMBED

3/4" Ø HEADED ANCHOR

ANCHOR

TIE-DOWN

1/2" Ø ROD

PL 1/2"

HORIZ STIFFENER

PL 1/2"

HORIZ STIFFENER

STIFFENER PL 3/8"

BELOW

BASE PL 1/2"

PL 3/8"

STIFFENER

W18x50 BELOW

PL 1/2"

VERT STIFFENER

F1

CL STORAGE FRAME

SYM ABOUT

ON TOP OF HSS(1/4)

BOTH HSS TO

BASE PLATE1/4

ON TOP OF HSS (1/4)

1 7/8" CHAMFER

AT FACE OF HSS

WORK POINT ON CL

INCLINED BRACE

CL BULKHEAD SUPPORT FRAME

SYM ABOUT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S w w w .t e tr a te c h

.c o m

1"=1'-0"SCALE:

A9

DETAIL - FISHWAY - DETAIL SECTION

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

F1

1"=1'-0"SCALE:

F9

DETAIL - FISHWAY - DETAIL SECTION

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

F15

DETAIL - FISHWAY - DETAIL SECTION

SCALE: 3"=1'-0"0 1' 2'6"

0 1' 2'6" A14

DETAIL - FISHWAY - DETAIL SECTION

SCALE: 3"=1'-0"

M15

DETAIL - FISHWAY - DETAIL SECTION

SCALE: 3"=1'-0"

M10

DETAIL - FISHWAY - DETAIL PLAN

SCALE: 1 1/2"=1'-0" 1' 2'0 6"

1' 2'0 6"

1' 2'0 6" 6"0 3" 1'

6"0 3" 1'

6"0 3" 1'

NORTH

PLAN

TR

U E N

DETAIL - FISHWAY - ELEVATION - BULKHEAD STORAGE FRAME ELEVATION

DETAIL - FISHWAY - BULKHEAD STORAGE FRAME PLAN VIEW

PERFORM WELDING ON PIPES IN ACCORDANCE WITH AWS D1.1.1.

GENERAL SHEET NOTES