W912EK20B0012 Drawings.pdf

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MISSISSIPPI RIVER BASIN

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LOCK AND DAM 21

QUINCY, IL

SUBMERSIBLE DIKE REPAIR

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Contract:

APPROVAL RECOMMENDED BY:

of Engineers

US Army Corps

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®of Engineers

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US Army Corps

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GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

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2 3 4 5 6 7 8 9 10

Solicitation: W912EK20B0012

AUGUST 2020

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INDICATES REMOVAL OF CONCRETE

INDICATES AN AREA OF GRASS

INDICATES GRANULAR SURFACE

GENERAL NOTESLEGEND

INDICATES GROUT

GENERAL

CIVIL

TITLE OF DRAWING

REF. NO.

SHEET

INDICATES NEW CONCRETE IN SECTION

SURVEY

SCOPE AND SEQUENCE NOTES

C-501

C-302

C-301

C-104

C-103

C-102

C-101

DETAILS

SECTIONS - NEW WORK - SUBMERSIBLE DIKE

SECTIONS - DEMOLITION

PLAN - STORAGE YARD RAMP - PAVEMENT JOINTS

PLAN - SUBMERSIBLE DIKE - PAVEMENT JOINTS

PLAN - NEW WORK - SUBMERSIBLE DIKE

PLAN - EXISTING CONDITIONS & DEMOLITION

SURVEY CONTROL PLANV-101

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SOLICITATION

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G-004

G-003

G-002

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SITE OVERVIEW

VICINITY MAP AND SITE LOCATION MAP

ABBREVIATIONS

INDEX OF DRAWINGS, GENERAL NOTES AND LEGEND

COVER SHEET

FOR THE PROPOSED EQUIPMENT TO BE USED.

REQUIRED, AT CONTRACTORS EXPENSE, TO PROVIDE SUFFICIENT DRIVING SURFACE

EQUIPMENT USED ON THIS PROJECT. CONTRACTOR SHALL ADD MATERIAL AS

CONTRACTOR SHALL VERIFY THE ACCESS ROUTES ARE SUFFICIENT FOR12.

CUTTING TIE BARS.

ON NEW CONCRETE, SAWCUT JOINTS SHALL BE 2" MINIMUM TO 3" MAXIMUM TO AVOID 11.

CONCRETE, UNLESS OTHERWISE NOTED.

ALL REINFORCING SHALL HAVE 3" CLEARANCE FROM THE EXPOSED FACE OF THE10.

EXISTING RIPRAP AT THE SUBMERSIBLE DIKE HAS A NOMINAL TOP SIZE OF 200-400 LBS.9.

CUTTING OR OTHER METHOD OF CUTTING THE REINFORCING WILL BE ALLOWED.

DRAWINGS. ALL REINFORCING IN THE SAWCUT AREA SHALL BE SAWCUT. NO FLAME

PERIMETER OF ALL CONCRETE REMOVAL AREAS EVEN WHEN NOT SHOWN ON THE

A 3" MINIMUM SAWCUT, UNLESS OTHERWISE NOTED, SHALL BE REQUIRED ALONG 8.

REUSE EXISTING.

"REPLACE" INDICATES REMOVE AND NOT REUSE EXISTING. "REINSTALL" INDICATES TO7.

TO SHOP DRAWING PREPARATION AND MATERIAL FABRICATION.

BEGINS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS PRIOR

ALL ELEVATIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE WORK6.

MAINTAIN WORKER AND EQUIPMENT SAFETY.

SHALL BE RESPONSIBLE FOR MONITORING WATER CURRENTS WITHIN WORK AREAS TO

CURRENT IN THE VICINITY OF THE STORAGE YARD. THE CONTRACTOR

PERMISSIBLE FOR THE FLOW CONDITIONS AT THE TIME TO REDUCE THE UNDER-

THE TWO GATES ADJACENT TO THE STORAGE YARD MAY BE CLOSED TO THE EXTENT5.

IS REQUIRED UNLESS OTHERWISE PERMITTED BY THE LOCKMASTER.

LOCKAGES THROUGH LOCK NO. 21. OBSERVATION OF NORMAL QUEUING PROCEDURE

THE CONTRACTOR WILL NOT BE GIVEN PRIORITY OVER OTHER WATERWAY USERS FOR4.

OPERATIONS.

PERIOD. CONTRACTOR SHALL ENSURE ACTIVITIES DO NOT ADVERSELY AFFECT

THE LOCK AND DAM SHALL REMAIN IN OPERATION DURING THE CONSTRUCTION 3.

SHALL USE NAD 1983 ILLINOIS WEST STATE PLANE COORDINATES.

(M.S.L.) 1912 DATUM UNLESS OTHERWISE NOTED. ALL HORIZONTAL COORDINATES

ALL ELEVATIONS SHOWN ON THE LOCK 21 DRAWINGS REFER TO MEAN SEA LEVEL 2.

HYDROGRAPHS CAN BE OBTAINED FROM HTTP://RIVERGAGES.COM.

ELEVATIONS CANNOT BE REGULATED TO FACILITATE CONSTRUCTION ACTIVITIES.

DESIGNATED NINE FOOT CHANNEL AND PASS FLOWS. POOL AND TAILWATER

LOCK & DAM 21 IS A RUN-OF-THE-RIVER FACILITY, FUNCTIONING ONLY TO MAINTAIN A 1.

PROTECT THE INTEGRITY OF THE DIKE AND NEW WORK DURING CONSTRUCTION.

CONTRACTOR SHALL PROVIDE INTERIM EROSION CONTROL MEASURES WHERE NECESSARY TO

WORK AREA AND COORDINATE NECESSARY PROTECTION MEASURES WITH THE COR. THE

CONTRACTOR SHALL ALSO MONITOR RIVER STAGES AND WATER LEVEL FORECASTS FOR THE

PERFORMED AS NEEDED TO ALLOW CONSTRUCTION OF THE SLABS IN THE DRY. THE

AREAS WITH A SUMP AND PUMP SYSTEM, OR ANOTHER APPROVED METHOD, SHALL BE

AND MINOR OVERFLOW OF THE SUBMERSIBLE DIKE. DEWATERING OF SLAB CONSTRUCTION

AT LEAST 3 FEET ABOVE THE DESIGN SLAB ELEVATION TO PROTECT AGAINST WAVE ACTION

FOR SLAB CONSTRUCTION AREAS ALONG THE SUBMERSIBLE DIKE TO A HEIGHT OF

THE CONTRACTOR SHALL PROVIDE APPROVED TEMPORARY PROTECTION (EX. SAND BAG WALL)3.

ROUTE).

PRIOR TO WORKING ON THE TOP OF THE SUBMERSIBLE DIKE IF IT IS USED AS AN ACCESS

END FROM WHICH ACCESS IS ESTABLISHED AND RAMP/SLOPE WORK SHOULD BE COMPLETE,

WILL CROSS THE NEW SLAB. (I.E., WORK SHOULD GENERALLY PROGRESS FROM THE OPPOSITE

ALONG THE TOP OF THE SUBMERSIBLE DIKE SUCH THAT NO HEAVY CONSTRUCTION TRAFFIC

CONTRACTOR SHALL SCHEDULE AND COMPLETE DEMOLITION AND NEW SLAB CONSTRUCTION

EXPOSING AREA TO THE RIVER AND PROCEEDING TO THE NEXT REPAIR AREA. THE

RIPRAP, AND TURF ARE REMOVED SHALL BE COMPLETELY REPAIRED AND APPROVED PRIOR TO

FEET OF THE SUBMERSIBLE DIKE AT ANY ONE TIME. AREAS WHERE EXISTING CONCRETE,

THE DIKE, PROVIDED THAT FLOWS ARE NOT OBSTRUCTED ACROSS MORE THAN 500 LINEAR

ON THE DOWNSTREAM SLOPES, SEPARATELY FROM THE NEW SLAB CONSTRUCTION ON TOP OF

THE CONTRACTOR MAY COMPLETE DEMOLITION AND NEW SLAB CONSTRUCTION 2.

G. SEED AND ESTABLISH TURF WITHIN DISTURBED AREAS.

F. PERFORM SURVEY.

E. REPAIR CRACKS IN EXISTING CONCRETE PAVEMENT.

D. PLACE NEW CONCRETE SURFACE ON PORTIONS OF SUBMERSIBLE DIKE AND RAMPS.

NEW PAVEMENT.

OF SUBMERSIBLE DIKE AND RAMP SURFACES WHICH ARE TO RECEIVE

REMOVE CONCRETE SURFACE, GROUTED RIPRAP, AND STRIPPINGS FROM PORTIONSC.

REGRADE DOWNSTREAM SIDE OF EXISTING RAMPS.B.

TOE AREA OF SUBMERSIBLE DIKE.

REMOVE ROOT BALLS, VEGETATION, AND OTHER DEBRIS ALONG DOWNSTREAMA.

ORDER OF WORK:

NOT BE CONSTRUED AS ALL INCLUSIVE. THIS LIST IS NOT A REQUIRED SEQUENTIAL

THE LIST DOES NOT DETAIL EVERY ITEM OF WORK OR ASSOCIATED WORK AND SHALL

1. THE FOLLOWING LIST HIGHLIGHTS THE MAJOR WORK TO BE PERFORMED.

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TEMPERATURETEMP

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AMERICAN WELD SOCIETYAWS

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QUINCY

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LOCK AND DAM 21

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3+ .0

GENERAL NOTES

SHEET KEYNOTES

A1

SITE OVERVIEW

0 400'SCALE : 1"=200'-0" 200'

N

Z T

U R

N E

R /0

/0

Z T

U R

N E

R

R

N

IC

K E

L

E

H A

C K

B A

R T

H

SOLICITATION

S

TA

. 1

2+ .6

S

TA

. 2

9+ .6

AND PLACE RIPRAP ALONG SIDE SLOPES.

TRANSITION SLOPE TO BE RE-GRADED, CONCRETE PAVED, 3.

PLACED.

DIKE TO BE DEMOLISHED, CONCRETE PAVED, AND RIPRAP

2. TRANSITION RAMP FROM STORAGE YARD TO SUBMERSIBLE

TO BE DEMOLISHED AND CONCRETE PAVED.

SUBMERSIBLE DIKE CROWN AND DOWNSTREAM SLOPE 1.

P R E

V

IO

U S

LY

R

E P A

IR

E D

WITH ARROWS.

FOR A PREVIOUS SPILLWAY REPAIR PROJECT, AS SHOWN

2. STAGING AREAS AND ACCESS ROAD WERE ESTABLISHED

AND OBTAINED BY THE CONTACTOR.

FLOATING PLANT. ACCESS BY LAND TO BE COORDINATED

MISSOURI SIDE. OTHERWISE ACCESS WILL BE BY BARGE/

LAND BASED ACCESS TO THE SITE IS POSSIBLE FROM THE 1.

Y A R

D

S T O

R A

'-8

FOR FLOATING PLANT

STAGING/LOADING AREA

S I

D

E

IC

S P

D F \2

\6

\B

M

R L

D -C

A D

S

H E

E T -2

-0

-2

-V -1

.d g n

:1 z e is p w z

-A

U G -2

M R

L D

B

M R

L D

Z T

U R

N

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

/0

/0

J

W

IS

O C

K I

R

N

IC

K

V-101

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

IN

C Y

IL

S U

B M

E R

S

IB

L E D

IK

E R

E P

A

IR

PLAN

NORTH

S

H O

W N

S U

R V

E Y C

O N

T R

O L P

L A

N

A1

SURVEY CONTROL PLAN

SURVEY CONTROL

POINT NORTHING EASTING NAVD88 MSL 1912 DESCRIPTION

L5 1181129.39 1942509.15 482.72 483.64 LAND SIDE WALL MON 5 (1" BRASS PLUG)

L1 1181256.64 1942659.59 482.72 483.64 LAND SIDE WALL MON 1 (1" BRASS PLUG)

09-77-21 1180773.29 1942255.96 481.73 482.64 EISENBRAUN PID BBBP54 ALUM ROD IN FLAPPER

GENERAL NOTES

ON THIS DATED PHOTO.

4. EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN

09-77-21 OPUS SOLUTION (JAN 2010)

3. CONVERSION FACTOR BASED ON MONUMENT

TO NAVD 88 SUBTRACT 0.91 FEET.

2. TO CONVERT PROJECT VERTICAL DATUM MSL 1912

USING GEIOD 12A (CONUS), UNITS: U.S. SURVEY FEET

ILLINOIS WEST - 1202, VERTICAL DATUM: MSL 1912

1. PROJECT DATUMS: HORIZONTAL: NAD 83 STATE PLANE

0 200'SCALE : 1"=100'-0" 100'

09-77-21

L5

L1

D J

O H

N S

O N

SOLICITATION

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

SHEET ID

A

B

C

D

E

F

S I

D

E

IC

S P

D F \2

\6

\B

M

R L

D -C

A D

S

H E

E T -2

-0

-2

-C -1

.d g n

:0 z e is p w z

-A

U G -2

M R

L D

B

M R

L D

Z T

U R

N

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

/0

/0

N .T .S

J

W

IS

O C

K I

R

N

IC

K

C-101

E

K

B

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

LEGEND:

AND OTHER DEBRIS.

GROUTED RIPRAP, RIPRAP, VEGETATION, SILT,

INDICATES REMOVAL OF EXISTING PAVEMENT,

Q U

IN

C Y

IL

S U

B M

E R

S

IB

L E D

IK

E R

E P

A

IR

.0

+/- 140.00'

140.00'

.0

.0

M A

T C

H L

IN

E

S T

A .6

S T

A .6

S T

A .0

S T

A .6

E1 C-301

A1 C-301

0 60'SCALE : 1"=30'-0" 30'A1

PLAN DEMOLITION - SUBMERSIBLE DIKE

677.35'

722.65'

F L

O W

F L

O W

LC

LC

31 EXISTING SHEET PILE CELLS

31 EXISTING SHEET PILE CELLS

S T

A .0

RAMP

445.67'

S T

A .0

T O

P O

F S

L O

P E

O F S

L O

P E

B O

T T

M

T

P O

F S

L O

P E

O F S

L O

P E

B O

T T

EXISTING 8" CONCRETE SLOPE

EXISTING 8" CONCRETE SLOPE

PLAN

NORTH

D E

M O

L

IT

IO

N P

L

X

IS

T

IN

G L

E V E E C

R O

W N

(SEE NOTE 7)

RAMP

SEE NOTE 8

EXISTING SHEET PILE

MAY BE DISPOSED OF ALONG THE DOWNSTREAM BANK LINE.

8. EXCAVATE MATERIAL FROM TOP OF SPILLWAY AND ITS SLOPES. SPOILS

ESTIMATED DEPTH FOR REMOVAL IS 6".

7. STRIP ALL VEGETATION AND TOPSOIL FROM PLACEMENT SURFACE.

E

H A

C K

B A

R T

H

SOLICITATION

IN ORDER TO INSTALL NEW DOWELS AND PAVEMENT.

STA 23+60.00 WILL REQUIRE SAW CUTTING OF EXISTING PAVEMENT

6. DEMOLITION AT TRANSITION LOCATIONS NEAR STA 14+05.67 AND

TO COMLETE THE WORK SHOWN ON SHEETS C-301 THRU C-302.

5. REMOVAL DEPTHS SHALL BE LIMITED TO ONLY THOSE NECESSARY

ACTIVITIES.

MAY REQUIRE TEMPORARY STABILIZATION TO SUPPORT CONSTRUCTION

WATER MAY BE PRESENT ON LARGE PARTS OF THIS WORK AREA WHICH

4. SOFT, UNSTABLE, AND WET SUBGRADE CONDITIONS AND HIGH

3. STATIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED.

2. CONTRACTOR SHALL AVOID DAMAGING THE EXISTING SHEET PILE.

SUBMERSIBLE DIKE IS IMMINENT THAT WOULD RISK DAMAGE TO THE WORK AREA.

SUBMERSIBLE DIKE WORK AREAS ON SHORT NOTICE IF OVERFLOW OF

RIPRAP OR ANOTHER APPROVED MATERIAL ON SITE TO FILL IN DEGRADED

ADVANCE, CONTRACTOR SHALL KEEP A STOCKPILE OF APPROVED DEMOLISHED

1. UNLESS AN ALTERNATIVE PROTECTION PLAN IS APPROVED IN

NOTES:

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

SHEET ID

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

M A

T C

H L

IN

E

10% SLOPE

10% SLOPE

S T

A .0

S T

A .6

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S T

A .1

S I

D

E

IC

S P

D F \2

\6

\B

M

R L

D -C

A D

S

H E

E T -2

-0

-2

-C -1

.d g n

:0 z e is p w z

-A

U G -2

M R

L D

B

M R

L D

Z T

U R

N

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

/0

/0

N .T .S

J

W

IS

O C

K I

R

N

IC

K E

C-102

E

K

B

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

IN

C Y

IL

S U

B M

E R

S

IB

L E D

IK

E R

E P

0 60'SCALE : 1"=30'-0" 30'E1

PLAN - SUBMERSIBLE DIKE

0 60'SCALE : 1"=30'-0" 30'A1

ELEVATION - SUBMERSIBLE DIKE

1 1

S T

A .6

S T

A .6

S T

A .6

S T

A .6

:1

S L

O P

E

:1

S L

O P

E

F L

O W

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

:1

S L

O P

E

EXISTING 8" CONCRETE PAVEMENT

NEW 8" CONCRETE SLAB

CONCRETE SLAB

STORAGE YARD

TIE INTO EXISTING

NEW 8" CONCRETE SLAB

140.00'+/- 140.00'

EXISTING GROUTED RIPRAP

RIPRAP

EXISTING GROUTED

RIPRAP

EXISTING GROUTED

SUBMERSIBLE DIKE (SPILLWAY)

140.00'1,400.00'

EL. 484.00'

EL. 470.50'

EL. 465.25'

SUBMERSIBLE DIKE (SPILLWAY)

S T

A .6

S T

A .6

S T

A .6

S T

A .6

1,400.00'

NEW 8" CONCRETE SLAB

PLAN

NORTH

T O

P O

F S

L O

P E

O F S

L O

P E

B O

T T

F S

L O

P E

B O

T T

T

P O

F S

L O

P E

NEW 8" CONCRETE PAVEMENT

S T

A .0

S

T A .0

E X

IS

T

IN

G L

E V E E

.6

N E

W W

O R

K P

L A

N A

N D E

L E

V A

T

IO

~10 ~10

EDGE OF EXISTING CROWN

+/- 140.00'

E

H A

C K

B A

R T

H

SOLICITATION

NEW 8" CONCRETE SLAB

EL. 484.00'

EL. 465.25'

EL. 472.00'EL. 472.00'

EPOXY JOINT SEALANT. SEE SPECIFICATIONS SECTION 03 15 14.

4. CRACKS IN EXISTING PAVEMENT SHALL BE ROUTED & REPAIRED WITH

TEMPORARY STABILIZATION TO SUPPORT CONSTRUCTION ACTIVITIES.

MAY BE PRESENT ON LARGE PARTS OF THIS WORK AREA, WHICH MAY REQUIRE

3. SOFT, UNSTABLE, AND WET SUBGRADE CONDITIONS AND HIGH WATER

WORKING SURFACE BELOW NEW CONCRETE AS PER SPECIFICATIONS.

2. USE AGGREGATE BASE TO FILL VOIDS IN RIPRAP AND TO PROVIDE A STABLE

FROM SURFACE OF EXPOSED SHEET PILE.

1. THOROUGHLY CLEAN CONCRETE, RUST, AND OTHER DELETERIOUS COATINGS

NOTES:

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

SHEET ID

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SLOPE 10:1

.0

.5

N E

W

C O

N C

R E

T E S

L A

B

SLOPE 10:1

RAMP

NEW WORK EXISTING (SEE NOTE 4)

NEW WORK EXISTING

NEW WORKEXISTING

.5

NEW WORKEXISTING (SEE NOTE 4)

STORAGE YARD

EXISTING

STORAGE YARD

EXISTING

RAMP

S I

D

E

IC

S P

D F \2

\6

\B

M

R L

D -C

A D

S

H E

E T -2

-0

-2

-C -1

.d g n

:0 z e is p w z

-A

U G -2

M R

L D

B

M R

L D

E

H A

C K

B A

R T

H

J

V A

N A

C K

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

/0

/0

A S S

H O

W N

J

W

IS

O C

K I

R

N

IC

K E

L

C-103

S U

B M

E R

S

IB

L E D

IK

E

K

B

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

IN

C Y

IL

S U

B M

E R

S

IB

L E D

IK

E R

E P

P

V E

M E

N T J

O

IN

T P

L A

N

A1

PLAN - SUBMERSIBLE DIKE PAVEMENT JOINTS

PLAN

NORTH

B A

C K S

L O

P E

C R

O W

N S

L A

B

S T

A .6

S T

A .0

5'0 10'SCALE : 1"=5'-0"

C R

O W

N S

L A

B B

A C

K S

L O

P E

EXISTING SUBMERSIBLE DIKE16'-0" (TYP) 10'-10"16'-0" (TYP)10'-10"TRANSITION SLOPE

CJ

CJ

CJ

CJ

S J

S J

S J

S J

S J

S J

C J

CJ

CJ

CJ

CJ

EXISTING SHEETPILE

EDGE OF EXISTING CROWN

WEEP HOLE (TYP)

EXISTING SHEETPILE

EDGE OF EXISTING CROWN

WEEP HOLE (TYP)

IN NEW BULLNOSE (TYP)

(2) #6 CONTINUOUS BARS

SEE NOTE 6

NEW #6 AND #6B (TYP),

VERIFY ALL DIMENSIONS AND SHEET PILE LOCATIONS

8. ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD

WORK MAY BE USED AS APPROVED BY THE CONTRACTING OFFICER.

AND CONCRETE PLACEMENT. OTHER METHODS OF PROTECTING

LINE OF PROTECTION TO PREVENT DAMAGE DURING DEMOLITION

7. CONTRACTOR DESIGNED SANDBAG WALL OR OTHER APPROVED

TIEBARS TO CROWN SLAB .

CONFIGURATION AND 30" LONG #6 STRAIGHT BARS USED AS

6. ON STRAIGHT PILE WALL #6B TIEBARS FIELD BENT TO A "U"

E1 C-302

SOLICITATION

BE CONVERTED TO CONSTRUCTION JOINTS.

CONSTRUCTION SEQUENCE, SOME CONTROL (SAWCUT) JOINTS MAY

REPRESENTS SAWCUT CONTROL JOINTS. DEPENDING ON APPROVED

5. ON THIS SHEET, "CJ" REPRESENTS CONSTRUCTION JOINT AND "SJ"

CENTERS, SEE SHEET C-501.

SECTIONS MUST BE TIED TOGETHER WITH #6 BARS AT 2'-0"

4. CONSTRUCTION JOINTS FORMED AT THE BEGINING AND END OF

ON CROWN SLABS.

SHEETPILE WALL. SPACED EVENLY BETWEEN CONCRETE JOINTS

3. BENT TIEBARS 2' O.C. FOR PORTION OF CAP ALONG STRAIGHT

MEETING ASTM C-33 #67 4S.

'' CLEAN STONE 4

3EACH HOLE SHALL BE FILLED WITH CLEAN

WEEP HOLES SHALL BE 4'' DIA. AND SHALL BE SPACED AS SHOWN.2.

PAVEMENT, NEW LONGITUDINAL JOINTS SHALL ALIGN WITH EXISTING.

WHERE NEW CONCRETE PAVEMENT MEETS EXISTING CONCRETE 1.

NOTES

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N M

A R

K D

A T

E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

SHEET ID

A

B

C

D

E

F

S I

D

E

IC

S P

D F \2

\6

\B

M

R L

D -C

A D

S

H E

E T -2

-0

-2

-C -1

.d g n

:0 z e is p w z

-A

U G -2

M R

L D

B

M R

L D

E

H A

C K

B A

R T

H

J

V A

N A

C K

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

/0

/0

A S S

H O

W N

J

W

IS

O C

K I

R

N

IC

K E

L

C-104

S T

O R

A G

E Y

A R

D R

A

E

K

B

L O

C K A

N D D

A M

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

IN

C Y

IL

S U

B M

E R

S

IB

L E D

IK

E R

E P

V E

M E

N T J

O

IN

T P

L A

N

A1

PLAN - STORAGE YARD RAMP PAVEMENT JOINTS

STORAGE YARD SLAB

0 20'10'SCALE : 1"=10'-0"

E X

IS

T

IN

G

S

P

C O

N C

R E

T E S

L A

B

B A

C K S

L O

P E

PLAN

NORTH

S T

A .6

TRANSITION SLOPE

6'-0" 14'-8 1/2 " 29'-5" 29'-5" 10'-5 1/2 " 5 SP @ 10'-0" = 50'-0"

4 EQ SP @ CELLS4 EQ SP @ CELLS

S T

A .6

140'-0"

EXISTING SHEETPILE

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

C J

C J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

S J

WEEP HOLE (TYP)

CONTINUOUS (TYP)

(2) #6 (VERTICALLY STACKED)

CONTINUOUS (TYP)

(2) #6 (VERTICALLY STACKED)

#6B x 30" (TYP)

#6B x 30" (TYP)

B1 C-302

SOLICITATION

9. JOINT LAYOUT AND SPACING SHALL BE SIMILAR FOR THE OPPOSITE RAMP.

AT CONSTRUCTION JOINT WITH EXISTING SUBMERSIBLE DIKE.

8. BEGIN TURNED-DOWN SLAB ON BOTH UPSTREAM AND DOWNSTREAM SLOPE

UNTIL START OF TURNED DOWN SLAB.

EXCEPT BULLNOSE SHAPE SHOULD FOLLOW U/S EDGE OF PAVEMENT

GREATER THAN 3" BELOW BOTTOM OF NEW CONCRETE SLAB,

SHOWN ON SHEET C-501 UNTIL TOP OF EXISTING SHEET PILE IS

TRANSITION SLOPE. CONTINUE SIMILAR DETAILS FROM SECTION F1

7. EXISTING SHEET PILE TRANSITIONS UP TO EL. 472.0 FEET UNDER

BETWEEN JOINTS.

C-33 #67 4S. WEEP HOLES SHALL GENERALLY BE CENTERED

CLEAN 3/4" CONCRETE STONE OR GRAVEL MEETING ASTM

6. WEEP HOLES SHALL BE 4" DIA. AND SHALL BE FILLED WITH

DOWN SLAB.

5. REPLACE RIPRAP ON UPSTREAM SLOPE AGAINST NEW TURNED

JOINTS MAY BE CONVERTED TO CONSTRUCTION JOINTS.

APPROVED CONSTRUCTION SEQUENCE, SOME CONTROL (SAWCUT)

"SJ" REPRESENTS SAWCUT CONTROL JOINTS. DEPENDING ON

4. ON THIS SHEET, "CJ" REPRESENTS CONSTRUCTION JOINTS AND

2' CENTERS.

OF SECTIONS MUST BE TIED TOGETHER WITH #6 BARS AT

3. CONSTRUCTION JOINTS FORMED AT THE BEGINING AND END

SHEETPILE WALL.

2. BENT TIEBARS 2' O.C. FOR PORTION OF CAP ALONG STRAIGHT

PAVEMENT, NEW LONGITUDINAL JOINTS SHALL ALIGN WITH EXISTING.

WHERE BASE OF TRANSITION SLOPE MEETS EXISTING CONCRETE 1.

NOTES

S O

L

IC

IT

A T

IO

N N

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EL. VARIES

NEW WORK

AS REQUIRED TO PERFORM

REMOVE EXSITING RIPRAPEL. 470.25 +/-

(TYP. EL. = 470.0)

EL. VARIES

LEGEND:

RIPRAP, RIPRAP, VEGETATION, SILT, AND OTHER DEBRIS

INDICATES REMOVAL OF EXISTING PAVEMENT, GROUTED

(TYP. EL. = 470.0)

EL. VARIES

LEGEND:

RIPRAP, RIPRAP, VEGETATION, SILT, AND OTHER DEBRIS

INDICATES REMOVAL OF EXISTING PAVEMENT, GROUTED

NEW WORK

AS REQUIRED TO PERFORM

REMOVE EXSITING RIPRAP

EL. 470.25 +/-

EL. VARIES

Q U

IN

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+/- 20'-0" EXISTING CROWN

EL. 474.5 +/-

21'-0"

REMOVE EXISTING MATERIAL

+/- 20'-0" EXISTING CROWN21'-0"

EXISTING SHEETPILE

EXISTING SHEETPILE

D

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20'-0"

REMOVE EXISTING MATERIAL

ACROSS SPILLWAY

DEPOSITED

REMOVE MATERIAL

E1

TYPICAL SECTION AT SHEET PILE CELLS

SCALE : 1"=5'-0"

A1

TYPICAL SECTION AT SHEET PILE CUTOFF

SCALE : 1"=5-0"

STA 27+15.67 TO STA 28+05.67

STA 23+60.00 TO STA 26+52.67

STA 26+52.67 TO STA 27+15.67

E

H A

C K

B A

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H

SOLICITATION

AND TOPSOIL WHERE AVAILABLE.

4. STRIPPED AND EXCAVATED MATERIALS ARE TO BE USED AS BACKFILL, FILL,

GRUB ENTIRE AREA TO RECEIVE NEW FILL, RIP RAP, AND CONCRETE.

ELEVATION 465.25 FEET ON DOWNSTREAM SIDE OF SPILLWAY. CLEAR AND

ON ACTUAL SITE CONDITIONS. REMOVE ALL GROUTED RIP RAP DOWN TO

MATERIALS FROM DOWNSTREAM SLOPE AND TOE AREA VARIES DEPENDING

3. EXTENT OF REMOVAL OF GROUTED RIP RAP AND OTHER UNSUITABLE

DO NOT CUT SHEETPILE.

2. TOP OF EXISTING SHEETPILE IS AT APPROXIMATE ELEVATION 470.0 FEET.

1. CONTRACTOR SHALL AVOID DAMAGING THE EXISTING SHEETPILE.

NOTES:

AND TOPSOIL WHERE AVAILABLE.

5. STRIPPED AND EXCAVATED MATERIALS ARE TO BE USED AS BACKFILL, FILL,

ASSUME THERE IS 500 CUBIC YARDS OF MATERIAL TO REMOVE.

MATTER AND DEBRIS, ETC.) SEE SPECIFICATIONS. THE CONTRACTOR SHALL

THE SUBMERSIBLE DIKE IN ORDER TO COMPLETE WORK. (REMOVE ORGANIC

4. THE CONTRACTOR MUST CLEAR ALL DEBRIS (INCLUDING ALL TREES) FROM

GRUB ENTIRE AREA TO RECEIVE NEW FILL, RIP RAP, AND CONCRETE.

ELEVATION 465.25 FEET ON DOWNSTREAM SIDE OF SPILLWAY. CLEAR AND

ON ACTUAL SITE CONDITIONS. REMOVE GROUTED RIP RAP DOWN TO

MATERIALS FROM DOWNSTREAM SLOPE AND TOE AREA VARIES DEPENDING

3. EXTENT OF REMOVAL OF GROUTED RIP RAP AND OTHER UNSUITABLE

DO NOT CUT SHEETPILE.

2. TOP OF EXISTING SHEETPILE IS AT APPROXIMATE ELEVATION 470.0 FEET.

1. CONTRACTOR SHALL AVOID DAMAGING THE EXISTING SHEETPILE.

NOTES:

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B1

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F1 C-501

8" CONCRETE SLAB

± 21ft-0in (BACK SLOPE)

8" CONCRETE SLAB

± 18ft-0in (CROWN)

4" DIA. WEEP HOLES

SEE SHEET C-501 FOR DETAILS

CONSTRUCTION JOINT (TYP)

EL. VARIES

TAILWATER

NOTE:

1ft-8in

EXISTING SUBMERSIBLE DIKE>

EL. 470.5SEE NOTE 5

#6 X 30" TIEBAR,

EXISTING GROUTED RIPRAP

(TYP. EL. = 470.0)

VARIES, SEE NOTE 6

NORMAL POOL EL.

TO PERFORM NEW WORK

RIPRAP AS REQUIRED

REWORK EXISTING

EXISTING RIPRAP

COMPACTED FILL

EXISTING

COMPACTED FILL

EXISTING

UPSTREAMDOWNSTREAM

FLOW

0 2' 4' 8'SCALE : 1/4"=1'-0"

0 2' 4' 8'SCALE : 1/4"=1'-0"

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TIE SLAB INTO EXISTING

4" DIA. WEEP HOLES

EXISTING SHEETPILE

EXISTING SHEETPILE

(TYP. EL. = 470.0)

VARIES, SEE NOTE 6

NORMAL POOL EL.

C T

IO

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8" CONCRETE SLAB

± 18ft-0in (CROWN)

EL. VARIES

EXISTING RIPRAP

TO PERFORM NEW WORK

RIPRAP AS REQUIRED

REWORK EXISTING

FLOW

UPSTREAMDOWNSTREAM

SEE NOTE 5

#6 X 30" TIEBAR,

8" CONCRETE SLAB

VARIES - SEE SHEET C-104 FOR JOINT LAYOUT

EL. 465.25

VARIES

A7 C-501

SEE NOTE 5

#6 X 30" TIEBAR (TYP),

SEE SHEET C-501 FOR DETAILS

CONSTRUCTION JOINT (TYP)

4" DIA. WEEP HOLES (TYP)

COMPACTED FILL

EXISTING

EL. VARIES

TAILWATER

NOTE:

STA 23+60.00 TO STA 28+05.67

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SOLICITATION

STA 28+05.67 TO STA 29+45.67

STA 12+65.67 TO STA 14+05.67

ASTM C-33 #67 4S.

10. WEEP HOLES SHALL BE FILLED WITH 3/4" CLEAN STONE OR GRAVEL MEETING

DEMOLISHED PIECES SHALL BE LESS THAN ONE-THIRD OF IT'S LENGTH.

FACES OF THE CONCRETE. NEITHER THE BREADTH NOR THE THICKNESS OF THE

A NOMINAL TOP SIZE OF 400 LBS AND ALL REBAR MUST BE CUT FLUSH WITH THE

WASTED ON SITE AS DESCRIBED ABOVE SHALL BE BROKEN INTO PIECES WITH

9. DEMOLISHED CONCRETE, GROUTED RIPRAP, AND OTHER SIMILAR MATERIALS

ARE NOT CREATED.

PROTECTION AND SUCH THAT UNDESIRABLE HYDRAULIC OR OTHER CONDITIONS

SPREAD EVENLY ACROSS THE DIPOSAL AREAS TO HELP IMPROVE EROSION

GROUTED RIPRAP AND OTHER APPROVED AREAS. THIS MATERIAL SHALL BE

REQUIREMENTS DESCRIBED BELOW MAY BE WASTED DOWNSTREAM OF THE

AND DEMOLISHED CONCRETE AND GROUTED MATERIALS MEETING THE

8. SIGNIFICANTLY DEGRADED, EXCESS, AND OTHER APPROVED STONE MATERIALS

WATER.

7. RIPRAP THICKNESS SHALL BE INCREASED 6" WHERE PLACEMENT IS BELOW

TO FILL VOIDS

AGGREGATE BASE

TO FILL VOIDS

AGGREGATE BASE

PERIODS OF HIGH WATER, SEE SPECIFICATIONS.

6. REFER TO SPECIFICATIONS FOR HYDRAULIC DATA. WORK WILL BE LIMITED DURING

C-501 FOR REPLACEMENT.

5. TIEBARS SHALL BE GRADE 60, #6 DEFORMED REINFORCING STEEL, SEE SHEET

CONTRACTORS EXPENSE.

4. ANY DAMAGES CAUSED TO EXISTING OR NEW SECTIONS SHALL BE REPAIRED AT

SHALL BE APPROVED PRIOR TO PLACEMENT OF CONCRETE SLAB.

SHALL BE +/- 1" FROM SURFACE OF DEMOLISHED MATERIAL. BASE CONDITION

BASE MATERIAL (IL DOT CA-6) OR ANOTHER APPROVED MATERIAL. LEVEL TOLERANCE

3. VOIDS IN RIPRAP BELOW NEW CONCRETE SHALL BE FILLED WITH AGGREGATE

2. ELEVATION VARIES ON TRANSITION SLOPE, SEE SECTION B1 THIS SHEET AND SHEET C-104.

AND DEBRIS, ETC.) SEE SPECIFICATIONS.

SUBMERSIBLE DIKE IN ORDER TO COMPLETE WORK. (REMOVE ORGANIC MATTER

1. THE CONTRACTOR MUST CLEAR ALL DEBRIS (INCLUDING ALL TREES) FROM THE

NOTES:

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SLAB DEPTH

CENTER ON

#6B x 30" TIEBAR

SLOPE

1.5%

ON BACKSLOPE

CONCRETE SLAB

PLACE NEW 8"

EL. 470.50

D7

EXISTING SHEET PILE WALL

FLOW

SLOPE NO SLOPE

NEW WORK, SEE NOTE 4

AS REQUIRED TO PERFORM

REWORK EXISTING RIPRAP

ON SLAB DEPTH, SEE NOTE 1

#6B x 30" TIEBAR CENTER

SEE DETAIL THIS SHEET

CONSTRUCTION JOINT

SEE DETAIL THIS SHEET

CONSTRUCTION JOINT

1'-8"18'-0"

NEW 8" CONCRETE CROWN SLAB - SEE NOTE 4

F1

CROWN DETAIL

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

JOINT SEALANT

BACKER ROD

T H

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SAWCUT

"4

FORMED FACE

CONSTRUCTION JOINT

S

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A Y S

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SAWCUT JOINT

CENTERED ON JOINT

#6 TIE BAR, 30" LONG

T H

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A1

CONCRETE JOINT DETAILS

SCALE : NTS

SIDE VIEWTOP VIEW

8"

A9

BENT BAR @ WALL DETAILS

SCALE : NTS

EXISTING SHEET PILE

ON SLAB DEPTH

#6 x 30" CENTERED

15"

MIN.

15"

CROWN SLAB

NEW 8"

PILE FOR # 6B

HOLE IN SHEET

" DIA.4

CUT 1

D7

NOSE DETAIL

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

+/- 22'-0" EXISTING CROWN

1'-2"

8"4"

6"

R

JOINT SEALANT, SEE NOTE 5

#6B X 30" TIEBAR

8" CONCRETE SLAB

EL. 465.25

#6 CONTINUOUS

ft -0 in

8in

A9

SLAB EDGE DETAIL

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

(DEMO AS REQ'D)

WITH CONCRETE

VOIDS SLUSHED

EXISTING RIPRAP

E

H A

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SOLICITATION

TO FILL VOIDS (SEE NOTE 6)

AGGREGATE BASE MATERIAL

SLAB.

6. PLACE CRUSHED ROCK (IL DOT CA-6) TO FILL VOIDS UNDERNEATH

INDICATED AND INSTALL SEALANT.

5. PLACE CONCRETE AGAINST FORMED FACE. SAWCUT TO DEPTH

DOWNSTREAM (SEE JOINT DETAILS ON THIS SHEET AND NOTE 1)

NEW CROWN SLAB, SAWCUT JOINTS FROM UPSTREAM TO

CLEARANCE FOR NEW 8" SLAB AT DESIGN ELEVATION. PLACE

REMOVE EXISTING RIP RAP/CONCRETE AND REBAR TO PROVIDE

4. NEW CONCRETE CROWN SLAB, CUT OR FILL AS NECESSARY,

NEW CONCRETE.

PERFORM NEW WORK, TOP OF RIPRAP MAY BE ABOVE TOP OF

3. REMOVE AND RESHAPE EXISTING RIPRAP AS REQUIRED TO

2. CURRENT TOP OF SHEET PILE EL. ±470.00

ON CROWN SLAB, (SEE SHEET C-104).

SHEET PILE WALL, SPACED EVENLY BETWEEN CONCRETE JOINTS

1. #6 TIEBARS @ 24" O.C. FOR PORTION OF CAP ALONG STRAIGHT

NOTES:

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