W912EK20B0017 Drawings.pdf

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MISSISSIPPI RIVER BASIN

C

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H E

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LOCK AND DAM 13

FULTON, IL

SUBMERSIBLE DIKE REPAIR

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W912EK20B0017

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SOLICITATION

Solicitation:

Contract:

APPROVAL RECOMMENDED BY:

of Engineers

US Army Corps

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®of Engineers

US Army Corps of Engineers

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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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

V-102

V-101

DETAILS

SECTIONS - OPTION A

SECTIONS - NEW WORK - TRANSITION

SECTIONS - NEW WORK - SUBMERSIBLE DIKE

SECTIONS - DEMOLITION

PLAN - TRANSITION SLOPE - PAVEMENT JOINTS

PLAN - SUBMERSIBLE DIKE - PAVEMENT JOINTS

PLAN - NEW WORK - SUBMERSIBLE DIKE

PLAN - NEW WORK - SUBMERSIBLE DIKE

PLAN - EXISTING CONDITIONS & DEMOLITION

C-501

C-304

C-303

C-302

C-301

C-105

C-104

C-103

C-102

C-101

SURVEY MONUMENT PLAN

SURVEY CONTROL PLAN

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. 13. 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 WILL REMAIN IN NORMAL 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 13 DRAWINGS REFER TO MEAN SEA LEVEL 2.

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

ELEVATIONS CANNOT BE REGULATED TO FACILITATE CONSRUCTION ACTIVITIES.

DESIGNATED NINE FOOT CHANNEL AND PASS FLOWS. POOL AND TAILWATER

LOCK & DAM 13 IS A RUN-OF-THE-RIVER FACILITY, FUNCTIONING ONLY TO MAINTAIN A 1.

SITE OVERVIEW

VICINITY MAP AND SITE LOCATION MAP

ABBREVIATIONS

INDEX OF DRAWINGS, GENERAL NOTES AND LEGEND

COVER SHEET

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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 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.

F. SEED AND ESTABLISH TURF WITHIN DISTURBED AREAS.

E. INSTALL SURVEY MARKERS AND PERFORM SURVEY.

TO NON-SUBMERSIBLE DIKES.

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

NEW PAVEMENT.

OF SUBMERSIBLE AND NON-SUBMERSIBLE DIKE SURFACES WHICH ARE TO RECEIVE

C. REMOVE CONCRETE SURFACE, GROUTED RIPRAP, AND STRIPPINGS FROM PORTIONS

B. REGRADE EXISTING RAMPS ON DOWNSTREAM SIDE OF NON-SUBMERSIBLE DIKE.

TOE AREA OF NON-SUBMERSIBLE AND SUBMERSIBLE DIKE.

A. REMOVE ROOT BALLS, VEGETATION, AND OTHER DEBRIS ALONG DOWNSTREAM

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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TYPICALTYP

TOP OF STEELTOS

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TEMPERATURETEMP

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BP BASE PLATE

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AMERICAN WELD SOCIETYAWS

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AMERICAN SOCIETY OF TESTING ASTM

ARCHITECT, -URAL, -UREARCH

APPROXIMATE, APPROXIMATELYAPPROX

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ALTERNATEALT

STEEL CONSTRUCTION

AMERICAN INSTITUTE OF AISC

ADJUSTABLE OR ADJACENTADJ

ADDITIONALADDL

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DEMOLISH OR DEMOLITIONDEMO

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EDGE OF DECKEOD

ENCLOSUREENCL

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EXPANSION JOINTEJ OR EXP JT

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FACE OF BUILDINGFOB

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GYPSUM BOARDGYP

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GRADE BEAMGB

GALVANIZEDGALV

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POUNDS PER SQUARE FOOTPSF

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HEADED CONCRETE ANCHORHCA

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NOMINALNOM

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NATIONAL ELECTRICAL MANUFACTURERS NEMA

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WELDED WIRE FABRICWWF

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ILLINOIS

IOWA

FULTON

FULTON, ILLINOIS

LOCK AND DAM 13

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LOCATION

PROJECT

CHICAGO

MICHIGAN

LAKE

DUBUQUE

BELLEVUE

CLINTON

DAVENPORT

BURLINGTON

QUINCY

SPRINGFIELD

ISLAND

ROCK

IOWA

ILLINOIS

IN

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MISSOURI KENTUCKY

WISCONSIN

VICINITY MAP

FULTON

LOCATION

PROJECT

M I S S I S S I P P I

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SITE LOCATION MAP

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TAINTER GATE SPANS

TAINTER GATE SPANS

ROLLER GATE SPANS

YARD

STORAGERAMP

RAMP

(OPTION A)

NON-SUBMERSIBLE DIKE

(O

PTIO

N A

NON-

SUBMERSIB

LE

D

IKE

(BASE)

SUBMERSIBLE DIKE

1650' 728'

(BASE)

(BASE)

A1

SITE OVERVIEW

N

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

GENERAL NOTES

(OPTION A)

EXISTING RIPRAP STOCKPILE

90'

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ACCESS POINT TO DIKE

S T

A

.6

S T

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.6

S T

A

.6

S T

A

.6

APPROXIMATE LOCATION

UNLOADING AREA AND

STAGING/LOADING AREA

STAGING AREA

ACCESS TO THE SUBMERSIBLE DIKE.

NEED TO BE MOVED AND OR PLACED FIRST IN ORDER TO ALLOW ADEQUATE

THE EXISTING RIPRAP STOCKPILE ALONG THE NON-SUBMERSIBLE DIKE WILL LIKELY 3.

LEVELS ALLOW.

DIKE AND ALONG THE DOWNSTREAM SIDE OF THE EASTERN RAMP IF WATER

SHOWN. ADDITIONAL STAGING MAY BE AVAILABLE ALONG THE NON-SUBMERSIBLE

A STAGING/LOADING AREA IS AVAILABLE AT THE UPSTREAM END OF THE LOCK AS 2.

WILL HAVE TO BE OFF LOADED NEAR THE STORAGE YARD.

PLANT ONLY. DUE TO LIMITED WATER DEPTHS ALONG MUCH OF THE DIKE, BARGES

NO LAND ACCESS IS AVAILABLE. ACCESS TO THE SITE WILL BE BY BARGE/FLOATING 1.

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SURVEY CONTROL

POINT NORTHING EASTING NAVD88 MSL 1912 DESCRIPTION

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

GENERAL NOTES

09-77-13

L4

L1

ON THIS DATED PHOTO.

4. EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN

09-77-13 OPUS SOLUTION (JAN 2010)

3. CONVERSION FACTOR BASED ON MONUMENT

TO NAVD 88 SUBTRACT 0.98 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

L4 1905196.90 2299871.80 591.06 592.05 LAND SIDE WALL MON 4 (1" BRASS PLUG)

L1 1905380.92 2299939.26 591.09 592.08 LAND SIDE WALL MON 1 (1" BRASS PLUG)

09-77-13 1905486.35 2300020.86 590.28 591.26 EISENBRAUN PID BBBR66 ALUM ROD IN FLAPPER

A1

SURVEY CONTROL PLAN

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0.02: RADIUS

ROUND CORNER

MANUFACTURERS RECOMMENDATIONS

DRILLED HOLE DIAMETER PER EPOXY

ALIGNMENT SURVEY

MARK PIN FOR

EPOXY GROUT

EXISTING CONCRETE

D1 SCALE : NO SCALE SCALE : NO SCALE

SHEET NOTES

STA.

PROPOSED

MARKER

SD1

TBD

STA. ELEV.DIST.

TBD TBD

TBD TBDSD2

SD3

SD4

SD5

TBD

TBD TBD

TBD

TBD TBD

TBD

TBD TBD

REQUIRED TO BE TAKEN UNDER THIS CONTRACT

ITEMS MARKED AS "TBD" INDICATE MEASUREMENTS

ND2

ND1

TBD

TBD

TBD

TBD

TBD

TBD

P R

O P

O S

E D S

T A

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N

P R

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E D S

T A

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A1

PLAN - SURVEY MONUMENT PLACEMENT

C R

O W

N B

U L L

N O

S E

B A

C K S

L O

P E

J O

IN

T S S

E E N

O T

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C E

N T

E R

E D B

E T

W E

E N

TRANSITION SLOPE / RAMP

SCALE : NO SCALE

37+21.97

33+21.17

29+08.67

24+96.17

20+95.37

38+28.67

19+88.67

P

IL

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(D E

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D

D5 POSITION MONUMENT DETAIL (NON-SUBMERSIBLE) POSITION MONUMENT DETAIL (SUBMERSIBLE)

EXISTING SHEET PILE

OVER WEB OF SHEET PILE

AS REQUIRED TO FIT

CUT SLOT IN MONUMENT

AS BOND BREAKER

JOINT MATERIAL AROUND MONUMENT

WRAP AND SECURE 1/4" EXPANSION

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SOLICITATION

ELEVATION

1/4" ABOVE PROPOSED CONCRETE

SUFFICIENT LENGTH TO EXTEND

SURVEY MONUMENT. SUPPLY

2" DIA. ASTM 276 TYPE 304L

(FLUSH WITH TOP OF CONCRETE)

1" Ø x 7" BRASS ROD

DIKE.

NON-SUBMERSIBLE DIKE AND SD STANDS FOR SUBMERSIBLE

THE MONUMENT LABELING IS SUCH THAT ND STANDS FOR 7.

REFERENCE DRAWING.

EXISTING BENCHMARK INFORMATION IS PROVIDED IN 6.

AND NAD 1983 ILLINOIS WEST STATE PLANE COORDINATES.

ALL INFORMATION SHALL BE SUPPLIED IN MSL 1912 DATUM5.

START OF THE BACK SLOPE.

BETWEEN THE LONGITUDINAL CONSTRUCTION JOINT AND THE

NON-SUBMERSIBLE DIKE, MONUMENTS SHALL BE CENTERED

ON EXISTING SHEET PILE TO MONITOR MOVEMENTS. ON THE

ON THE SUBMERSIBLE DIKE, MONUMENTS SHALL BE CENTERED 4.

SET THE MONUMENTS AND PERFORM THE SURVEY.

THE CONTRACTOR SHALL HAVE A REGISTERED SURVEYOR 3.

SEE SPECIFICATIONS FOR DETAILS.

THE CONTRACTOR SHALL PERFORM AN ALIGNMENT SURVEY, 2.

MONUMENTATION, AT THE CONTRACTOR'S EXPENSE.

OPERATIONS SHALL ALSO BE REPLACED WITH STABLE

DAMAGED DURING CONSTRUCTION DUE TO CONTRACTOR

TO THE DIAGRAM SHOWN. ANY LAND MARKERS THAT ARE

BRASS RODS SHALL BE USED ON THE PAVEMENT, ACCORDING

OF TRANSITION SLOPES TO NON-SUBMERSIBLE DIKE. NEW

MONUMENTS ON THE SUBMERSIBLE DIKE AND AT THE TOP

THE CONTRACTOR SHALL SET NEW SURVEY POSITION1.

CJ CJ

SUBMERSIBLE DIKE NON-SUBMERSIBLE DIKE

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.0

R

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S T

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S T

A .6

S T

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S T

A .6

LEGEND:

AND OTHER DEBRIS.

GROUTED RIPRAP, RIPRAP, VEGETATION, SILT,

INDICATES REMOVAL OF EXISTING PAVEMENT,

E1 C-301

A1 C-301

A1 C-301

E1 C-301

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

PLAN DEMOLITION - SUBMERSIBLE DIKE

.0

825.98'

M A

T C

H L

IN

E

M A

T C

H L

IN

E

631.78'

S T

A .4

P

C

192.24'

90.0 0'

.0

A .5

S T

A .2

S T

A .2

S T

A .3

3 EXISTING SHEET PILE CELLS 2 EXISTING SHEET

PILE CELLS

13 EXISTING SHEET PILE CELLS

S T

A .4

S T

A .0

LC

LC

S L

O P

E T

O P O

F O

F S

L O

P E

B O

T T

O M

RAMP

B O

T T

O M O

F S

L O

P E

S L

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E

T O

P

D

M O

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IO

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(T Y

P

.0

(T Y

P

.0

EXISTING SHEET PILE

EXISTING SHEET PILE

SHEET PILE

EXISTING

E

H A

C K

B A

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SOLICITATION

NON-SUBMERSIBLE DIKE, ABOVE ELEVATION 572.0 FT.

6. EXCAVATED MATERIALS MAY BE PLACED AT DOWNSTREAM TOE OF

SHOWN ON SHEETS C-301 THRU C-302.

TO ACHIEVE FINAL DESIGN ELEVATIONS AND TO COMLETE THE WORK

5. REMOVAL DEPTHS SHALL BE LIMITED TO ONLY THOSE NECESSARY

TO SUPPORT CONSTRUCTION ACTIVITIES.

PARTS OF THIS WORK AREA, WHICH MAY REQUIRE TEMPORARY STABILIZATION

4. SOFT, UNSTABLE, AND WET SUBGRADE CONDITIONS MAY BE PRESENT ON LARGE

3. STATIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED.

2. CONTRACTOR SHALL AVOID DAMAGING THE EXISTING SHEET PILE.

TO FULFILL THIS REQUIREMENT.

EXISTING STOCKPILE OF RIPRAP ALONG NON-SUBMERSIBLE DIKE MAY BE USED

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

CONTRACTOR SHALL KEEP A STOCKPILE OF APPROVED DEMOLISHED

1. UNLESS AN ALTERNATIVE PROTECTION PLAN IS APPROVED IN ADVANCE,

NOTES:

S T

A .6

10% S

LOPE

10% SLOPE

RAMP

EXISTING SHEET PILE

EXISTING SHEET PILE

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:1

S L

O P

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:1

S L O P E

:1

S L

O P

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:1

S L

O P

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:1

S L

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SLOPE 10:1

SLOPE 1

0:1

F L

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S T

A .6

90'

S T

A .6

S T

A .4

P

C

S T

A .6

S T

A .6

T Y

CL

192.24'

90.0 0'

SUBMERSIBLE DIKE (SPILLWAY)

N E

W " C

O N

C R

E T E S

L A

B

N E

W

C O

N C

R E

T E S

L A

B

NEW 8" CONCRETE SLAB

RAMP

RAMP

SUBMERSIBLE DIKE (SPILL

WAY)

T O

P O

F S

L O

P E O

F S

L O

P E

B O

T T

O M

T O

P O

F S

L O

P E

O F S

L O

P E

B O

T T

M

W W

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K P

L A

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N D E

L E

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IO

A1

PLAN - SUBMERSIBLE DIKE

825.98'

SUBMERSIBLE DIKE (SPILLWAY)

:1

S L

O P

E

:1

S L

O P

E

M A

T C

H L

IN

E

S

T A .6

M A

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H L

IN

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S

T A .6

:1

S L

O P

E

:1

S L

O P

E

631.78'

F L

O W

13 EXISTING SHEET PILE CELLS

3 EXISTING SHEET PILE CELLS 2 EXISTING SHEET

PILE CELLS

S T

A .3

S T

A .2

S T

A .2

S T

A .5

S T

A .0

S T

A .4

NEW 8" CONCRETE SLAB

NEW 8" CONCRETE SLAB

10.

00'

10.00'

EXISTING SHEET PILE

EDGE OF EXISTING CROWN

EXISTING SHEET PILE

EDGE OF EXISTING CROWN

.6

.6

.6

T Y

P

.0

.6

.0

.6

T Y

P

E1 C-302

B1 C-302

EXISTING GROUTED RIPRAP

.0

EXISTING GROUTED RIPRAPEXISTING GROUTED RIPRAP

.6

.0

E

H A

C K

B A

R T

H R

O C

K I S

L A

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IL

L

IN

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W E

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B

SOLICITATION

CURVE LENGTH (LC) = 357.14'

TANGENT (T) = 181.57'

DELTA = 7 DEG

RADIUS (R) = 819.02'

CURVE DATA:

TO SUPPORT CONSTRUCTION ACTIVITIES.

PARTS OF THIS WORK AREA, WHICH MAY REQUIRE TEMPORARY STABILIZATION

3. SOFT, UNSTABLE, AND WET SUBGRADE CONDITIONS MAY BE PRESENT ON LARGE

ON SHEETS C-302 AND C-303.

WORKING SURFACE BELOW NEW CONCRETE AS PER SPECIFICATIONS AND AS SHOWN

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

FROM SURFACE OF EXPOSED SHEET PILE.

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

NOTES:

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D W

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2 3 4 5 6 7 8 9 10

A N

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D G

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P E

C

S

Y T

IM

E a u to u s e rn a m e

D

A T

M R

L D

B

M R

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C K I S

L A

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C-103

C K A

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A M

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S

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90.00'90.00'

EL. 592.00'

EL. 578.50'

EL. 583.50'

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

ELEVATION - SUBMERSIBLE DIKE

NEW 8" CONCRETE SLAB NEW 8" CONCRETE SLAB

NEW 8" CONCRETE PAVEMENT

SUBMERSIBLE DIKE (SPILLWAY)

S T

A .6

S T

A .6

S T

A .6

S T

A .6

1 1

1,650.00'

RAMPRAMP

~10 ~10

E

W W

O R

K E

L E

V A

T

IO

N

EXISTING GROUTED RIPRAPEXISTING GROUTED RIPRAP

E

H A

C K

B A

R T

H R

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K I S

L A

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L

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SOLICITATION

EL. 592.00'

10.00'10.00'

EL. 585.00' EL. 585.00'

L

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US Army Corps of Engineers

US Army Corps

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PLAN - SUBMERSIBLE DIKE PAVEMENT JOINTS

V E

M E

N T J

O

IN

T P

L A

N

B A

C K S

L O

P E

C R

O W

N S

L A

B

16'-0" (TYP)29'-5"29'-5"29'-5"16'-0" (TYP)

4 EQ SP @ CELLS (TYP) 4 EQ SP @ CELLS (TYP)4 EQ SP @ CELLS (TYP)

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

CJ

CJ

CJ

CJ

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

S J

SEE NOTE 5

NEW #6 AND #6B (TYP),

EXISTING SHEETPILE

IN NEW BULLNOSE (TYP)

(2) #6 CONTINUOUS BARS

WEEP HOLE (TYP)

CROWN

EDGE OF EXISTING

B1 C-302

E1 C-302

R O

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SOLICITATION

VERIFY ALL DIMENSIONS AND SHEET PILE LOCATIONS.

8. ALL DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD

7. ALL TIEBAR SPACING AT CELLS ARE APPROXIMATE, CELL LENGTHS VARY.

WORK MAY BE SUBMITTED FOR APPROVAL.

DEMOLITION AND CONCRETE PLACEMENT. OTHER METHODS OF PROTECTING

UPSTREAM SIDE (EX. SAND BAG WALL) TO PREVENT DAMAGE DURING

6. CONTRACTOR TO PROVIDE AN APPROVED LINE OF PROTECTION ALONG

TIEBARS TO CROWN SLAB .

CONFIGURATION AND 30" LONG #6 STRAIGHT BARS USED AS

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

MAY BE CONVERTED TO CONSTRUCTION JOINTS.

CONSTRUCTION SEQUENCE, SOME CONTROL (SAWCUT) JOINTS

"SJ" REPRESENTS SAWCUT CONTROL JOINT. DEPENDING ON APPROVED

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

CENTERS, SEE SHEET C-501.

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

3. CONSTRUCTION JOINTS FORMED AT THE BEGINING AND END OF

BENT TIEBARS MAY BE ONE PIECE.

CONCRETE JOINTS ON CROWN SLABS. ALONG SHEETPILE CELLS,

BE APPROXIMATELY 1'-10'' O.C. SPACED EVENLY BETWEEN

SHEETPILE WALL. ALONG SHEETPILE CELLS, BENT TIEBARS WILL

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

OR GRAVEL MEETING ASTM C-33 #67 4S.

'' CONCRETE STONE4

3 EACH HOLE SHALL BE FILLED WITH CLEAN

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

NOTES

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SHEET ID

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2 3 4 5 6 7 8 9 10

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PLAN - TRANSITION SLOPE PAVEMENT JOINTS

V E

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L A

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TRANSITION SLOPE

S T

A .6

S T

A .6

B A

C K S

L O

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C R

O W

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L A

B

EXISTING NON-SUBMERSIBLE DIKENEW SUBMERSIBLE DIKE

9 SP @ 10'-0" = 90'-0"

10'-0"

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

S

P

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

EXISTING SHEETPILE

#6B x 30" (TYP)

CONTINUOUS (TYP)

(2) #6 (VERTICALLY STACKED)

CONTINUOUS (TYP)

(2) #6 (VERTICALLY STACKED)

#6B x 30" (TYP)

WEEP HOLE (TYP)

B1 C-303

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SOLICITATION

SLOPES AT CONSTRUCTION JOINT WITH SUBMERSIBLE DIKE.

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

PAVEMENT UNTIL START OF TURNED DOWN SLAB.

EXCEPT BULLNOSE SHAPE SHOULD FOLLOW UPSTREAM EDGE OF

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 D1

7. EXISTING SHEET PILE TRANSITIONS UP TO EL. 585.0 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

(SAWCUT) JOINTS MAY BE CONVERTED TO CONSTRUCTION JOINTS.

APPROVED CONSTRUCTION SEQUENCE, SOME CONTROL

"SJ" REPRESENTS SAWCUT CONTROL JOINT. DEPENDING ON

4. ON THIS SHEET, "CJ" REPRESENTS CONSTRUCTION JOINT 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

1. THIS JOINT LAYOUT IS TYPICAL FOR BOTH TRANSITION SLOPES.

NOTES

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A

RIPRAP, RIPRAP, VEGETATION, SILT, AND OTHER DEBRIS

INDICATES REMOVAL OF EXISTING PAVEMENT, GROUTED

SEE NOTE 3

LEGEND:

RIPRAP, RIPRAP, VEGETATION, SILT, AND OTHER DEBRIS

INDICATES REMOVAL OF EXISTING PAVEMENT, GROUTED

PLUG, SEE NOTE 2

REMOVE EXISTING CONCRETE

NEW WORK

AS REQUIRED TO PERFORM

REMOVE EXSITING RIPRAP

EL. 583.5 +/-

EL. VARIES

EL. VARIES

PLUG, SEE NOTE 2

REMOVE EXISTING CONCRETE

NEW WORK

AS REQUIRED TO PERFORM

REMOVE EXSITING RIPRAP

EL. 583.5 +/-

(TYP. EL. = 583.0)

EL. VARIES

LEGEND:

F U

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A

IR

EXISTING 20'-0" CROWN

6" THICK WITH 4x4 WWF

CUT TOP OF SHEET PILE

REMOVE EXISTING MATERIAL

EXISTING 20'-0" CROWN

6" THICK WITH 4x4 WWF

REMOVE EXISTING MATERIAL

20'-0" MINIMUM

1'-6"

1'-6"

1'-6"

EXISTING SHEET PILE WALL

(TYP. EL. = 583.0)

EL. VARIES

20'-0" MINIMUM

1'-6"

M O

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A1

TYPICAL SECTION AT SHEET PILE CUTOFF

E1

TYPICAL SECTION AT SHEET PILE CELLS

EXISTING SHEET PILE CELL

SCALE : 1"=5-0"

SCALE : 1"=5'-0"

STA 30+19.03 TO STA 34+01.45

STA 23+18.27 TO STA 24+06.52

STA 21+15.37 TO STA 21+74.20

STA 34+01.45 TO STA 37+33.67

STA 24+06.52 TO STA 30+19.03

STA 21+74.20 TO STA 23+18.27

STA 20+83.67 TO STA 21+15.37

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SOLICITATION

EL. 578.5 +/-

AND/OR TOPSOIL, WHERE NEEDED.

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

AGGREGATE BASE AND CONCRETE.

5. CLEAR AND GRUB TRANSITION SLOPE/RAMP AREAS TO RECEIVE NEW

ACHIEVE FINAL DESIGN SLOPES AND ELEVATIONS.

REMOVAL DEPTHS SHALL BE LIMITED TO ONLY THOSE NECESSARY TO

DOWNSTREAM SLOPE OF SPILLWAY DOWN TO ELEVATION 578.5 FEET.

ON ACTUAL SITE CONDITIONS. REMOVE GROUTED RIP RAP ALONG

MATERIALS FROM DOWNSTREAM SLOPE AND TOE AREA VARIES DEPENDING

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

DO NOT CUT SHEETPILE.

3. TOP OF EXISTING SHEETPILE IS AT APPROXIMATE ELEVATION 583.0 FEET.

INCLUDING PROVIDING DESIGN CLEARANCE FOR REINFORCING STEEL.

2. REMOVE CONCRETE PLUG AS NEEDED TO COMPLETE DESIGN WORK,

1. CONTRACTOR SHALL AVOID DAMAGING THE EXISTING SHEETPILE.

NOTES:

AND/OR TOPSOIL, WHERE NEEDED.

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

AGGREGATE BASE AND CONCRETE.

5. CLEAR AND GRUB TRANSITION SLOPE/RAMP AREAS TO RECEIVE NEW

ACHIEVE FINAL DESIGN SLOPES AND ELEVATIONS.

REMOVAL DEPTHS SHALL BE LIMITED TO ONLY THOSE NECESSARY TO

DOWNSTREAM SLOPE OF SPILLWAY DOWN TO ELEVATION 578.5 FEET.

ON ACTUAL SITE CONDITIONS. REMOVE GROUTED RIP RAP ALONG

MATERIALS FROM DOWNSTREAM SLOPE AND TOE AREA VARIES DEPENDING

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

CONCRETE SLAB. DO NOT CUT SHEETPILE IN UPSTREAM PORTION OF CELLS.

AND MIDDLE PORTIONS OF CELLS TO 3 INCHES BELOW BOTTOM OF NEW

CUT EXISTING SHEETPILE AS SHOWN ON SHEET C-501 ON DOWNSTREAM

3. TOP OF EXISTING SHEETPILE IS AT APPROXIMATE ELEVATION 583.0 FEET.

INCLUDING PROVIDING DESIGN CLEARANCE FOR REINFORCING STEEL.

2. REMOVE CONCRETE PLUGS AS NEEDED TO COMPLETE DESIGN WORK,

1. CONTRACTOR SHALL AVOID DAMAGING THE EXISTING SHEETPILE.

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E1

TYPICAL SECTION AT SHEETPILE CELLS

B1

TYPICAL SECTION AT SHEETPILE CUTOFF

F1 C-501

CUT TOP OF SHEET PILE

EL. VARIES

GRADE

EXISTING

4" DIA. WEEP HOLES

SEE SHEET C-501 FOR DETAILS

CONSTRUCTION JOINT (TYP)

EL. VARIES

TAILWATER

NOTE:

(MAX)

EXISTING SUBMERSIBLE DIKE>

EL. 583.5SEE NOTE 5

#6 X 30" TIEBAR,

EL. 578.5

EXISTING SHEET PILE CELL

(TYP. EL. = 583.0)

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

EXISTING RIPRAP

EL. 583.5

TO PERFORM NEW WORK

RIPRAP AS REQUIRED

REWORK EXISTING

UPSTREAMDOWNSTREAM

FLOW

PILE WALL

EXISTING SHEET

D1 C-501

EL. VARIES

GRADE

EXISTING

EL. 578.5

WEEP HOLES

4" DIA.

SEE NOTE 2

SEE SHEET C-501 FOR DETAILS

CONSTRUCTION JOINT (TYP)

EL. VARIES

TAILWATER

NOTE:

EXISTING SUBMERSIBLE DIKE>

COMPACTED FILL

EXISTING

SEE NOTE 5

#6 X 30" TIEBAR,

(TYP. EL. = 583.0)

VARIES, SEE NOTE 6

NORMAL POOL EL.

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

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

5'-8"± 18'-0" CROWN

8" CONCRETE SLAB8" CONCRETE SLAB

8" CONCRETE SLAB8" CONCRETE SLAB

EXISTING RIPRAP EXISTING ± 20'-0" (BACK SLOPE)

GROUTED RIPRAP

EXISTING RIPRAP ± 20'-0" (BACK SLOPE) ± 18'-0" (CROWN) 2'-8"

STA 34+01.45 TO STA 37+33.67

STA 20+83.67 TO STA 30+19.03

STA 30+19.03 TO STA 34+01.45

E

H A

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SOLICITATION

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

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

SUCH THAT UNDESIRABLE HYDRAULIC OR OTHER CONDITIONS ARE NOT CREATED.

EVENLY ACROSS THE DIPOSAL AREAS TO HELP IMPROVE EROSION PROTECTION AND

GROUTED RIPRAP AND OTHER APPROVED AREAS. THIS MATERIAL SHALL BE SPREAD

REQUIREMENTS DESCRIBED BELOW MAY BE WASTED DOWNSTREAM OF THE

AND DEMOLISHED CONCRETE AND GROUTED MATERIALS MEETING THE

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

SEE NOTE 7

STONE OR GRAVEL MEETING ASTM C-33 #67 4S.

9. WEEP HOLES SHALL BE 4" DIA. AND SHALL BE FILLED WITH CLEAN 3/4" CONCRETE

WATER.

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

SHEET PILE UPSTREAM OF UPSTREAM CONTROL JOINTS.

CELL TO 3 INCHES BELOW BOTTOM OF NEW CONCRETE SLAB. DO NOT CUT

SHEET PILE FROM UPSTREAM CONTROL JOINT TO DOWNSTREAM END OF

7. TOP OF EXISTING SHEET PILE IS AT APPROX. EL. 583.0 FEET. CUT EXISTING

PERIODS OF HIGH WATER, SEE SPECIFICATIONS.

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

AGGREGATE BASE

FILL VOIDS WITH

AGGREGATE BASE

FILL VOIDS WITH

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

CONDITION SHALL BE APPROVED PRIOR TO PLACEMENT OF CONCRETE SLAB.

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

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

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

2. ELEVATION VARIES ON TRANSITION SLOPE, SEE SHEETS C-105 & C-303.

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

L

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

EXISTING SHEETPILE

(TYP. EL. = 583.0)

VARIES, SEE NOTE 6

NORMAL POOL EL.

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. 578.50

VARIES

A5 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:

B1

TYPICAL SECTION AT RAMP

T R

A N

S

IT

IO

N S

L O

P E

STA 37+33.67 TO STA 38+33.67

STA 19+83.67 TO STA 20+83.67

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C K

B A

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L A

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SOLICITATION

STONE OR GRAVEL MEETING ASTM C-33 #67 4S.

11. WEEP HOLES SHALL BE 4" DIA. AND SHALL BE FILLED WITH CLEAN 3/4" CONCRETE

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

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

SUCH THAT UNDESIRABLE HYDRAULIC OR OTHER CONDITIONS ARE NOT CREATED.

EVENLY ACROSS THE DIPOSAL AREAS TO HELP IMPROVE EROSION PROTECTION AND

GROUTED RIPRAP AND OTHER APPROVED AREAS. THIS MATERIAL SHALL BE SPREAD

REQUIREMENTS DESCRIBED BELOW MAY BE WASTED DOWNSTREAM OF THE

AND DEMOLISHED CONCRETE AND GROUTED MATERIALS MEETING THE

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

WATER.

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

DO NOT CUT SHEET PILE UPSTREAM OF UPSTREAM CONTROL JOINTS.

SUBMERSIBLE DIKE AND TRANSITIONS UP TO EL. 585.0 FEET WITHIN THE RAMP.

7. TOP OF EXISTING SHEET PILE IS AT APPROX. EL. 583.0 FEET ALONG THE

AGGREGATE BASE

FILL VOIDS WITH

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

OF CONCRETE SLAB.

TOP OF DEMOLISHED MATERIAL. BASE CONDITION SHALL BE APPROVED PRIOR TO PLACEMENT

(IL DOT CA-6) OR ANOTHER APPROVED MATERIAL. LEVEL TOLERANCE SHALL BE +/- 1" FROM

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

2. ELEVATION VARIES ON TRANSITION SLOPE, SEE SECTION B1 THIS SHEET AND SHEET C-105.

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

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EL. 592.0

EL. 577.0

VARIES

NORMAL POOL EL.

EXISTING RIPRAP

COMPACTED FILL

EXISTING

COMPACTED FILL

EXISTING

UPSTREAMDOWNSTREAM

FLOW

EXISTING RIPRAP

EL. 592.0

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FLOW

EL. VARIES

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NOTE:

EXISTING NON-SUBMERSIBLE DIKE>

COMPACTED FILL

EXISTING

VARIES

NORMAL POOL EL.

RIPRAP AND BEDDING LAYERS ON SLOPE DOWN TO TOE.

WHERE RIPRAP IS NOT PRESENT ALONG THE TOE OF DOWNSTREAM SLOPE, PLACE NEW 8.

ELEVATION 592.0 FT.

DO NOT PLACE BEDDING STONE OR RIPRAP ABOVE CROWN OF NON-SUBMERSIBLE DIKE, 7.

AT TOE OF NON-SUBMERSIBLE DIKE AND OTHER TIE-IN EDGES.

PLACE NEW RIPRAP SUCH THAT IT INTERLOCKS WITH EXISTING RIPRAP, WHERE PRESENT, 6.

PLACE 18" THICK RIPRAP LAYER OVER BEDDING STONE. 5.

0 4' 16'8'SCALE : 1/8"=1'-0"

0 4' 16'8'SCALE : 1/8"=1'-0"

+/- 20'-0" EXISTING CROWN

+/- 20'-0" EXISTING CROWN

EXISTING RIPRAP

REMOVE VEGETATION AND TOPSOIL (SEE NOTES 2-3)

EL. 577.0

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PLACE NEW BEDDING AND RIPRAP

COMPACTED FILL

EXISTING

NEW 18" RIPRAP LAYER

NEW 6" BEDDING LAYER

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STA 12+65.67 TO STA 19+83.67

STA 38+33.67 TO STA 51+38.67

STA 12+65.67 TO STA 19+83.67

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SOLICITATION

PLACE 6" THICK BEDDING LAYER BELOW ALL NEW RIPRAP WHERE SUBGRADE IS SOIL. 4.

DIKE, ABOVE ELEVATION 572.0 FT AND ABOVE WATER LINE.

PLACE EXCAVATED MATERIALS AT DOWNSTEAM TOE AREA OF NON-SUBMERSIBLE 3.

THICKNESS FOR REMOVAL IS 6".

STRIP ALL VEGETATION AND TOPSOIL FROM PLACEMENT SURFACE. ESTIMATED 2.

RIPRAP WILL BE REQUIRED TO COMPLETE THE WORK ASSOCIATED WITH OPTION A.

CROWN OF NON-SUBMERSIBLE DIKE. APPROXIMATELY 1,700 TONS OF ADDITIONAL

APPROXIMATELY 9,500 TON OF RIPRAP IS CURRENTLY STOCKPILED FOR USE ALONG 1.

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12"

SIDE VIEW TOP VIEW SIDE VIEWTOP VIEW

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IN

ON SLAB DEPTH

#6B CENTERED

4in

EXISTING SHEET PILE

ON SLAB DEPTH

#6 x 30" CENTERED in

ON BACKSLOPE

CONCRETE SLAB

PLACE NEW 8"

SLAB DEPTH

CENTER ON

#6B x 30" TIEBAR

SLOPE

1.5%

EL. 583.50

F7

SLAB DEPTH

CENTER ON

#6B x 30" TIEBAR

SLOPE

1.5%

ON BACKSLOPE

CONCRETE SLAB

PLACE NEW 8"

EL. 583.50

D7

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FLOW

FLOW

JOINT SEALANT

BACKER ROD

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S

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SLOPE NO SLOPE

4"

EXCEPT @ EJ'S

#6 CONTINUOUS

12"

NEW 8" CROWN SLAB

MIN.

15"

MIN.

15"

CROWN SLAB

NEW 8"

± 2ft-8in in

12" in

M

IN

4in6in 6in

EXCEPT @ EJ'S

#6 CONTINUOUS

NEW WORK, SEE NOTE 4

AS REQUIRED TO PERFORM

REWORK EXISTING RIPRAP

ON SLAB DEPTH, SEE NOTE 1

#6B x 30" TIEBAR CENTER

SEE NOTE 4

TO PERFORMNEW WORK,

RIPRAP AS REQUIRED

REWORK EXISTING

SEE NOTE 5

MAX.

± 5'-8" MAX.

± 1'-0"

SAWCUT JOINT

CENTERED ON JOINT

#6 TIE BAR, 30" LONG

SEE DETAIL THIS SHEET

CONSTRUCTION JOINT

SEE DETAIL THIS SHEET

CONSTRUCTION JOINT

PILE FOR # 6B

HOLE IN SHEET

" DIA.4

CUT 1

SEE DETAIL THIS SHEET

CONSTRUCTION JOINT

SEE DETAIL THIS SHEET

CONSTRUCTION JOINT

PILE FOR # 6B

HOLE IN SHEET

" DIA.4

CUT 1

JOINT SEALANT, SEE NOTE 6

T H

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

18'-0" 5'-8"

NEW 8" CONCRETE CROWN SLAB - SEE NOTE 4

CUT TOP OF SHEETPILE CELLS

2'-8"18'-0"

NEW 8" CONCRETE CROWN SLAB - SEE NOTE 4

F1

CROWN DETAIL

D1

CROWN DETAIL

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

EXISTING SHEETPILE CELL

F7

NOSE DETAIL

D7

NOSE DETAIL

A1

CONCRETE JOINT DETAILS

A7

BENT BAR @ CELL DETAILS

A9

BENT BAR @ WALL DETAILS

SCALE : NTS SCALE : NTS SCALE : NTS

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

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

A5 2'1'0SCALE : 1"=1'-0"

SLAB EDGE DETAIL

#6B X 30" TIEBAR

8" CONCRETE SLAB

EL. 578.50

#6 CONTINUOUS

ft -0 in

8in

EXISTING SHEET PILE CELL

DEPTH, SEE NOTE 1

CENTER ON SLAB

#6B x 24" TIEBAR

"1

10" 6"8"

VARIES 1'-0" TO 4'-0"

(DEMO AS REQ'D)

WITH CONCRETE

VOIDS SLUSHED

EXISTING RIPRAP

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SOLICITATION

TO FILL VOIDS (SEE NOTE 7)

AGGREGATE BASE

TO FILL VOIDS (SEE NOTE 7)

AGGREGATE BASE MATERIAL

UNDERNEATH SLAB.

7. PLACE CRUSHED ROCK (IL DOT CA-6) TO FILL VOIDS IN RIPRAP

INDICATED AND INSTALL SEALANT.

6. PLACE CONCRETE AGAINST FORMED FACE. SAWCUT TO DEPTH

CONTROL JOINT.

SLAB. DO NOT CUT SHEET PILE UPSTREAM OF UPSTREAM

END OF CELL TO 3 INCHES BELOW BOTTOM OF NEW CONCRETE

SHEET PILE FROM UPSTREAM CONTROL JOINT TO DOWNSTREAM

5. TOP OF EXISTING SHEET PILE IS AT APPROX. EL. 583.0 FEET. CUT

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. ±583.00

TIEBARS MAY BE ONE PIECE (SEE BENT BAR DETAILS BELOW).

SLAB, (SEE SHEET C-104 & C-105). ALONG SHEET PILE CELLS BENT

CELLS, SPACED EVENLY BETWEEN CONCRETE JOINTS ON CROWN

SHEET PILE WALL. #6B TIEBARS @ ±22" O.C. ALONG SHEET PILE

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

8"